City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
Corporate Way Greenhaven Self Storage (P24-014) [Noticed 01/10/2025; Passed for Publication 01/14/2025, Published 01/17/2025]
File ID: 2025-00231
Location: South of Park City Drive, East of Greenhaven Drive, Northwest of Corporate Way, APN 031-0051-019-0000, District 7, Represented by Councilmember Jennings Recommendation: Conduct a public hearing and upon conclusion adopt: 1) a Resolution adopting the Mitigated Negative Declaration and Mitigation Monitoring Plan; 2) an Ordinance rezoning 2.27- acres from the Office Business (OB-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development to the General Commercial (C-2-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development; 3) a Resolution amending the Greenhaven Executive Park Planned Unit Development Guidelines and Schematic Plan to redesignate 2.27-acres from Office to Commercial; and 4) a Resolution approving a) Conditional Use Permit to establish a mini-storage facility in the General Commercial (C-2-EA-3- PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development; and b) Site Plan and Design Review to construct a three-story, 152,625 square foot mini storage building and associated site improvements.
Contact: Angel Anguiano, Associate Planner, (916) 808-5519, [email protected]; Marcus Adams, Senior Planner, (916) 808-5044, [email protected]; Department of Community Development
Presenter: Angel Anguiano, Associate Planner, (916) 808-5519, [email protected], Department of Community Development
Applicant: Margo Conley, Sacramento Corporate Way, LLC 570 Lake Cook Road, Suite 325, Deerfield, Illinois, 60015
Property Owner: Joseph Vida, G&G Land, LLC, 2720 Rockwell Drive, Davis, CA 95618 Attachments:
1-Description Analysis
2-Background
3-Resolution: Mitigated Negative Declaration
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
4-Exhibit A: Mitigation Monitoring Plan
5-Ordinance: Rezone
6-Exhibit A: Rezone Exhibit
7-Resolution: Greenhaven Executive Park PUD Amendment
8-Exhibit A: Greenhaven Executive Park PUD Guidelines Text Amendments 9-Exhibit B: Schematic Map Amendment
10-Resolution: Entitlements
11-Exhibit A: Project Plans
12-Public Comments
Description/Analysis
Issue Detail: The applicant is requesting entitlements to allow for the development of a three-story mini-storage building on a vacant lot within the General Commercial (C-2-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development. The climate- controlled storage building features a contemporary architectural design that maximizes buildable space on the parcel. There is an onsite apartment for the manager and a small office adjacent to Corporate Way.
The following entitlements are requested:
1. Rezone: Ordinance rezoning 2.27-acres from the Office Business (OB-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development to the General Commercial (C-2-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development.
2. Amendments to the Greenhaven Executive Park Planned Unit Development:
Resolution amending the Greenhaven Executive Park Planned Unit Development Guidelines and Schematic Map to redesignate 2.27-acres from Office to Commercial, updating commercial signage allowance, and other text updates to clean-up old procedures and standards.
3. Conditional Use Permit: Conditional Use Permit to establish a mini-storage facility in the General Commercial (C-2-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development; and
4. Site Plan and Design Review: Site Plan and Design Review to construct a three-story, 152,625-square-foot mini storage building and associated site improvements.
Public/Neighborhood Outreach and Comments: As part of the application review process, the proposal was routed to surrounding property owners and tenants within a 500-foot radius and to the following neighborhood groups: Pocket Greenhaven Community Association, Preservation
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
Sacramento, Civic Thread, and Sacramento Area Bicycle Advocates. Staff did not receive any comments from the aforementioned community groups.
Staff received correspondence from three surrounding property owners (Attachment 11). Two letters of support for the mini-storage facility were received commending the project in developing a blighted site and support for a much-needed service (i.e. storage).
Staff also received one letter in opposition from a neighbor who expressed four issues regarding the project. The issues were related to the building massing and aesthetics, lack of community benefit and redundant land uses in the area (mini-storage), environmental health concerns with construction and proximity to a preschool, and concerns with creating a bad precedent by rezoning the property.
Below are the neighbor’s comments and staff response to their concerns. · “Incompatibility with Surrounding Land Use and Aesthetic: The planned three-story self- storage facility does not fit the character of the surrounding area, which includes schools, residential homes, and community-centered institutions. This large commercial structure disrupts the general aesthetic of the neighborhood and does not align with the family-friendly, low-rise design valued in the Pocket area.”
Staff Response:
The maximum allowed height within the PUD is 55-feet or 4 stories and the storage facility is proposed at 41-feet. The height of the building does not require a deviation and is consistent with the Planned Unit Development Guidelines. Self-storage facilities are considered to be a commercial service use that support residential, office, and commercial sectors, all of which are commonly found in the nearby area. This is supported by General Plan polices LUP-1 and LUP-2 (see below). Staff worked with the applicant and their design team to create an attractive building with materials commonly found in the area. The building will be setback 26-feet from Corporate Way and the building façade will be softened by new landscaping that includes drought tolerant plants and native trees. · “Lack of Community Benefit: The proposed self-storage facility does not address a community need, nor does it create meaningful employment opportunities for local residents. Moreover, there is already an existing self-storage facility on Corporate Way, making this additional development redundant.”
Staff Response:
The subject site is located in the Executive Airport Overlay, Area 3, indicating that the property is subject to specific safety requirements and restrictions limiting the number of people allowed on the property at any one time to 50 people per acre, making a low intensity use such as self-storage an acceptable land use.
The applicant has indicated that there is a significant demand in the area that is outpacing available space. They estimate that occupancy levels are at 95%-98% within a 3-mile radius, inclusive of Superior Self-Storage, located approximately 460 feet from the subject site (1106
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
Corporate Way.) The Applicant has also stated that self-storage facilities within this 3-mile radius offer limited numbers of climate-controlled storage. The subject site Operator intends to hire between 2-3 full-time employees, with one full-time manager living on site, and 2-3 part time employees.
· “Environmental and Health Concerns Near a Preschool: I am particularly concerned about the facility’s proximity to a preschool, where construction and operational impacts on air quality, noise, and traffic directly endanger the health and safety of children and staff. The facility’s close proximity to such a sensitive site should be grounds for a more cautious approach to development.”
Staff Response: An environmental document has been prepared to address any potential environmental health issues. As proposed, the project will not exceed thresholds of significance established by the City Council and will follow any standards required by the Sacramento Metropolitan Air Quality Management District. The building is fully enclosed with hours of Monday through Saturday, 9am to 7pm, not operating 24-hours. A site manager will also be present. Self-storage facilities are highly secured, low traffic, and are low impact as evaluated by the Initial Study-Mitigated Negative Declaration (IS/MND) environmental analysis. A memo was prepared in response to all comments received during the public review period of the IS/MND. The link to access all comments and City responses is available through the link found under the Environmental Considerations section noted below. · “Additionally, I worry that approving this rezoning sets a precedent that may open the door to future developments which do not align with the Pocket Community Plan or the needs of our area. Allowing this project to move forward under the new zoning designation could make it more difficult to preserve the neighborhood’s intended purpose and character in the future.” Staff Response:
According to the applicant, the current property owner has made efforts to either develop or sell the property, using a range of marketing campaigns targeted at industries allowed within the current zoning-such as research and development, medicine, and technology. Despite utilizing multiple channels like online platforms, industry websites, and email campaigns, rising interest rates and high construction costs have deterred potential buyers and developers, making office or other commercial uses financially unfeasible.
The site zoning is within the Executive Airport Overlay, which restricts what land uses can be allowed to operate within its four safety area zones and density of people that can congregate in the area.
The Sacramento City Code outlines, the purpose of the OB zone is to provide for a low-rise mixed-use employment zone that is intended to permit business, office, institutional, or professional buildings; the sale of goods and services; and lodging and dwellings. In contrast,
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
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.
Given the reduced demand for office spaces following the COVID-19 pandemic and the rise of remote work, coupled with the lack of demand for office space as indicated by the applicant’s marketing campaign, a rezone is a reasonable consideration.
Policy Considerations:
2040 General Plan
The 2040 General Plan designation for the subject site is “Office Mixed Use”. This designation is intended to provide space for job centers, office buildings, and business parks, with complementary commercial and service uses that cater to employees throughout the day. This designation applies in areas with good access to the regional transportation system outside of the Central City. Allowable uses include professional and service-oriented offices, commercial support uses such as restaurants, coffee shops, dry cleaners, gyms and fitness centers, markets, hotels, business support services, residential development in either a mixed-use or standalone format, care facilities, assembly facilities, and compatible public and quasi-public uses. Mini-storage facilities are complimentary commercial uses that support residential, commercial, and office sectors.
Staff finds that the proposed mini-storage facility is consistent with the following 2040 General Plan Land Use Element Goals and policies:
LUP-1 A compact urban footprint and sustainable development pattern with infrastructure that supports efficient delivery of public services while protecting surrounding open space lands.
LUP-1.1 Compact Urban Footprint. The City shall promote a land- and resource-efficient development pattern and the placement of infrastructure to support efficient delivery of public services and conserve open space, reduce vehicle miles traveled, and improve air quality LUP-1.13 Airport Land Use Compatibility. The City shall work with the Sacramento County Airport System (SCAS) and the Airport Land Use Commission (ALUC) to ensure that new development near the area’s airports is compatible with airport operations, adopted ALUC policies, and applicable Airport Land Use Compatibility Plans.
Staff Response:
A vertical climate controlled mini-storage facility aligns with the goals and policies of LUP-1 and LUP-1.1 by promoting compact urban footprint that maximizes land use efficiency while reducing urban sprawl with the selected site being an urban infill parcel. The siting of a self-storage facility within the Greenhaven Executive Park PUD will reduce vehicle miles traveled, due to the fact that self-storage occupancy rates within a three-mile radius exceed 90%, justifying the need for
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
additional facilities for existing and future neighborhood residents. The project was reviewed against ALUC’s development standards and was found to be compatible with the plans, consistent with policy LUP-1.13.
LUP-2 Balanced and connected community with thriving neighborhoods and centers and development intensities linked to transit.
LUP-2.1 Overall Balance of Uses. The City should encourage a balance and a mix of employment, residential, commercial, cultural, and tourism-related uses, as well as a full range of amenities and services necessary to support a thriving city.
Staff Response:
The proposed vertical climate controlled mini-storage facility is consistent with LUP- 2 and LUP-2.1 by contributing to the overall balance of uses within the neighborhood and City at large. The mini-storage facility offers storage solutions that supports residential, commercial, and office sectors by providing accessible and secure storage options. According to the applicant, within a 3-mile radius of the project site, storage space is under supplied with demand outpacing available space.
General Plan - Pocket Greenhaven Community Plan Area
The subject property is located within the Pocket Community Plan Area of the General Plan. The Pocket Community Plan Area is located southwest of Sacramento’s downtown and adjacent to a large bend of the Sacramento River which has been known for many years as the “Pocket Area.” The Pocket Area comprises four neighborhoods: South Land Park, Greenhaven, Pocket, and Z’berg Park. Residential areas consist of mostly single-family units with multi-family units integrated throughout the community. Health care, religious and educational institutions, and parks and recreation uses are scattered throughout the area and neighborhood servicing retail and commercial centers are also at key intersections.
Staff Response
: No goals or policies specific to Community Plan Area are applicable to the proposed project. Given the project’s consistency with the Office Mixed Use designation and goals and policies from the 2040 General Plan, staff finds the proposed project is also consistent with the Community Plan Area.
Greenhaven Executive Park Planned Unit Development
The subject site is located within the Greenhaven Executive Park PUD which was originally adopted in 1983. While the PUD outlines the initial vision for the area there are no goals or policies specific to the PUD have been adopted to address the evolving needs of the district.
Given the absence of the of goals and policies specific to the PUD, staff analyzed the project for consistency with current zoning and general plan framework to determine if the proposed use is aligned with current land use objectives and policies. This ensures that any proposed rezone,
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
guidelines amendment, or development are consistent with the cities long-term policies and objectives.
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 Progress 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 2024 Adequate Progress Annual Report accepted by the City Council on October 22, 2024 (Resolution No. 2024-0311).
Economic Impacts: The proposed project will provide retail viability and provide new job opportunities in the area.
Environmental Considerations: The City of Sacramento prepared a Mitigated Negative Declaration (MND) for the Self-Storage Facility on Corporate Way Project (P24-014). In accordance with the California Environmental Quality Act (CEQA), the MND was circulated for a 30-day public review period which ended November 6, 2024. The comment period was also advertised in a newspaper of general circulation. A notice of availability / notice of intent to adopt an MND was posted in the County Clerk’s Office and was sent to applicable regulatory agencies, neighborhood associations, and stakeholders in the project area.
The City received three letters/emails during the public comment period. The comment letters and responses are included on the City’s CDD EIR webpage under the Self-Storage Facility on Corporate Way Project (P24-014) heading (webpage listed below). Each of the comments addressed the project site and conditions as they relate to the particular areas of concern of the respective commenting agency, company, or organization. The comments from the Central Valley Regional Water Quality Control Board, the Sacramento Metropolitan Air Quality Management District and a community member are acknowledged by the City and have been considered as part of the project planning and its implementation. The comments received did not identify any new significant effect, increase in severity of an impact identified in the Mitigated Negative Declaration, or provided significant new information. In response Staff has made clarifications and minor modifications to the MND as reflected in the Response to Comments memo posted on the City’s CDD EIR webpage. The comments and responses do not create any circumstances identified in CEQA Guidelines Section 15073.5 that would require recirculation.
The Environmental Services Manager has determined that adoption of the Mitigated Negative Declaration and Mitigation Monitoring Plan are appropriate actions under the CEQA. The initial
File ID: 2025-00231 1/21/2025 Public Hearing Item 7.
study/MND for the project, and the MND revisions, comments and responses are available at the Community Development Department’s EIR webpage located at the following:
<https://www.cityofsacramento.gov/community-development/planning/environmental/impact-reports> Sustainability: A vertical climate controlled mini-storage facility aligns with the goals and policies of LUP-1 and LUP-1.1 by promoting compact urban footprint that maximizes land use efficiency while reducing urban sprawl with the selected site being an urban infill parcel. Additionally, the project will comply with Building Energy Efficiency Standards (Title 24).
Commission/Committee Action: On December 12, 2024, the Planning and Design Commission voted to forward a motion to approve the proposed project.
Rationale for Recommendation: Staff recommends the Sacramento City Council approve the Corporate Way Greenhaven Self Storage, based on the findings of fact and conditions of approval listed in Attachment 9. Staff recommends approval of the proposed mini-storage facility because it is consistent with the 2040 General Plan, which encourages a variety of professional and service- oriented uses to complement existing offices, commercial, and residential sectors. The project promotes key policies LUP-1 and LUP-1.1, by promoting a compact urban footprint, LUP-2 and LUP-
2.1 providing a service to both residential and commercial sectors and addressing a community need for additional storage space in the neighborhood and City at large. The project was also reviewed and found to be consistent with the Executive Airport Overlay development standards.
Financial Considerations: None.
Local Business Enterprise (LBE) No goods or services are being purchased under this report.
Figure 1: Vicinity Map
Background
The project site consists of a 2.26- acre vacant parcel located southeast of Park C ity Drive, north and east of Greenhaven Drive, and northwest of Corporate Way. The surrounding area is composed of office, commercial, multi - and single- unit dwellings.
The project site is near Interstate 5 to the east. The site is along Corporate Way which is a looping street and has an eclectic mix of office, commercial and residential uses adjacent to Interstate 5. The street is built -out with existing developments although several vacant parcels adjacent to the project site are vacant.
Table 1: Project Information
General Plan Designation Office Mixed Use
Community Plan: Pocket/Greenhaven
Zoning: Office Business Executive Airport Overlay (OB -EA-3- PUD)
Planned Unit Development: Greenhaven Executive Park Planned Unit Development Design Review District: Citywide
Parking District Urban
Property Area: 2.26-gross-acres/95,832-square-feet
Gross Square Footage: 152,625-square-feet (gross area)
900-dwelling unit
700-square-foot office
FAR: 1.59
Floors: 3
Entitlement Review
The applicant is requesting to construct a three- story, 152,625-square-foot mini-storage facility. To accommodate the request, the applicant is requesting the approval of a rezone, Planned Unit Development Schematic Plan and Guidelines text a mendments, conditional use permit, and site plan and design review. Pursuant to Sacramento City Code (SCC) 17.808.230.B.2, the Planning and Design Commission will consider and make a recommendation to the City Council on the requested entitlements. The recommendations of the Planning and Design Commission will be forwarded to the City Council for final action.
Rezone
The applicant requests to rezone one parcel totaling 2.26- aces in the Office Business Executive Airport Overlay (OB -EA-3-PUD) and Greenhaven Park Planned Unit Development to the General Commercial Executive Airport Overlay (C -2-EA-3-PUD) and Greenhaven Park Planned Unit Development . The requested rezone would allow the mini storage with an approved conditional use permit, facilitating the development of the vacant site. SCC section 17.808.230.C.1.D requires the following findings be made to approve a rezone: (1) the rezone is consistent with the applicable general plan designation, use, and development standards; the goals, policies, or other provisions of the general plan; and any applicable specific plan; and (2) the amendment promotes the public health, safety, convenience, and welfare of the City.
The proposed rezone is consistent with the Office Mixed Use land use designation which encourages the development of job centers, office building buildings, business parks, and complementary commercial and service uses. The proposed vertical climate- controlled mini -storage facility fit s within this designation by providin g a service that supports residential, office, and commercial sectors, while also meeting a demonstrated need for additional storage capacity in the area. The development will have a compact building footprint, which aligns with the goals for sustainable development, efficient infrastructure, and resource conservation (LUP -1, LUP -1.1). Additionally, the mini - storage facility contributes to an overall balance of uses as outlined in LUP -2 and LUP-
2.1 by offering an essential service that enhances the surrounding neighborhood and supports the City’s goal of providing a mix of uses within established neighborhoods.
The rezone further promotes the public, health, safety, convenience, and welfare of the City by providing a needed service, such as a storage facility, to an under served area, reducing the potential for urban sprawl and contributing the City’s economic viability.
The development was reviewed for compatibility with airport operations and found to be in compliance with the Airport Land Use Commission regulations.
Figure 2: Propose Rezone
Planned Unit Development Guidelines and Schematic Plan Amendments The project site is located within the Greenhaven Executive PUD. The PUD is bounded by Florin Road to the north, Interstate 5 to the east, South Land Park Drive to the south, and Greenhaven Drive to the west. The PUD consists of a mix of zoning districts including Office Business Low -Rise Mixed -Use (OB), Multi -Unit Dwelling (R- 2B, R -4) and General Commercial (C-2). The PUD is currently developed with a mix of office and medical office uses, commercial uses, as well as residential uses. The Greenhaven Executive Park (formerly Pocket Office Park) Planned Unit Development (PUD) was established by the City Council in 1983 with PUD Guidelines and PUD Schematic Plan.
PUD Guidelines Text Amendment
Section VII of the Greenhaven Executive Park PUD Guidelines sets sign criteria and regulations for commercial uses.
The applicant is requesting an amendment to the commercial development sign guidelines and to update the text to reflect today’s city sign code for commercial uses .
The proposed text changes will 1) allow for two attached sign per occupancy; allowing two attached signs for the storage facility and 2) the size of the attached signs will be scaled to the lineal frontage of the façade on which they are place.
Other text amendments include clean up language and development approval procedures to be consistent with todays standards.
Staff is supportive of the proposed text amendments and text clean up as it updates the guidelines with today’s city code and will provide additional guidance for customers and city staff when evaluating future signage within the PUD.
PUD Schematic Plan Amendment
The current PUD Schematic Plan designates the site for office use. An amendment to the Schematic P lan is required to allow mini storage uses to be established at the project site in the PUD. The Schematic Plan amendment would, as shown in Attachment 9, redesignates the parcel to commercial. Staff is in support of the proposed commercial designation, as it would be consistent with the proposed rezone and provide greater flexibility by allowing for a variety of support commercial uses within proximity to residential, office, and other commercial sectors within the PUD and surrounding neighborhoods.
Figure 3: Proposed Schematic Plan Amendment
Conditional Use Permit
SCC section 17.216.710.B establishes mini storage as a conditional use subject to review and approval of a conditional use permit by the Planning and Design Commission. SCC section 17.808.200.C.1. requires the following findings be made to approve a conditional use permit:
a) the proposed use and its operating characteristics are consistent with the general plan and any applicable specific plan or transit village plan; b) the proposed use and its operating characteristics are consistent with the applicable standards, requirements, and regulations of the zoning district in which it is located, and of all other provisions of this title and this code; c) the proposed use is situated on a parcel that is physically suitable in terms of location, size, topography, and access, and that is adequately served by public services and utilities; and
d) the proposed use and its operating characteristics are not detrimental 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.
The proposed mini-storage use features three levels of individual storage units ranging in size from 25-square-feet to 300 -square-feet. The building will feature a customer service office in the front of the building and a watchperson quarter for an onsite manager (a dwelling unit permitted as an accessory use) at the ground floor on the north side of the building. A covered loading area near the entry into the storage portion of the building will be provided for customer access. The business office hours will be from 9:00am to 7:00pm Monday thru Saturday and closed on Sunday. The facility will be closed on Sundays. The operator expects to employ between four to six employees.
The proposed mini-storage facility is consistent with the Office Mixed Use designation of the 2040 General Plan, which allows for complementary commercial and service uses such as a storage facility. Additionally, the facility aligns with the goals and policies of the General Plan, including promoting compact development pattern (LUP -1), supporting a balanced mix of uses (LUP -2), and improving services. The mini-storage will not be detrimental to surrounding uses including the adjacent office, commercial, and residential uses. The proposed use will be self-contained within the building and will not generate excessive noise, light, or odors associated with the business. Additionally, the operations will not result in any conflicts with the existing nature of the surrounding businesses or result in any nuisance activity. The use will generate new and repeat customers to the site that will activate the ground floor of the building near the street.
Vehicle trips will range from standard passenger vehicles to medium sized trucks and vans carrying goods for storage that will utilize the provided loading zones, onsite parking spaces, or use street parking.
Overall staff supports the proposed use and believes it will be a positive contribution to the Pocket Greenhaven neighborhood by developing a vacant infill site with a well - planned, compact large- scale building, that will support existing and future residents and businesses in the area. The development will also feature a secure design that will discourage activities such as illegal dumping, and littering, and transient activity around the project site and surrounding area. The building’s size and scale will provide visibility from the freeway that will help attract additional visitors to the district and support economic growth.
Site Plan and Design Review
SCC section 17.808.110 requires site plan and design review for new commercial buildings. Additionally, SCC section 17.228.106 establishes development standards for mini storage uses. The project is also subject to the Greenhaven Executive Park Planned Unit Development.
Site Design
The proposed development consists of a three- story, climate -controlled self -storage building that is designed to maximize the efficient use of space while providing a variety of storage options. The facility is structured with similar floor plans on each level, ensuring uniformity and a variety of storage unit sizes. The building will have a strong street presence with a 26 -foot setback from the street and apple landscaping. The building facade will be softened by new landscaping new trees and bioretention basin adjacent to the street. The building includes a 600-square-foot office space surrounded by a glass storefront , further activating the space while adding transparency to the building façade.
Onsite vehicle circulation will be provided via two, two-way driveways on Corporate Way. Paved drive aisles and parking areas would be constructed to provide vehicle access to the building. The paved two- way 20- foot wide drive aisle loops around the building and would serve as a fire lane. The site will have five vehicle parking spaces, including four spaces on the southeast corner of the site, and one space on the northeast corner of the building near the entrance from Corporate Way for the onsite manager.
Figure 4: Proposed Site Plan
Architectural Design and Height
The building features the highest level of detail and material transition on the east elevation adjacent to Corporate Way . The east elevation has aluminum storefronts along with a variety of metal and fiber cement panel configurations utilizing offsets, color tones, and varying dimensions. The metal and fiber cement panel system wraps the building at the southwest corner. The rest of the façade features horizonal metal panels with varied color tones that create a complete design theme across the building. The roof parapets will vary at multiple points of the building, creating additional variation to the elevations.
Figure 5: Northeast Perspective (View from Corporate Way) The PUD Guidelines promote the innovative and creative use of materials and construction methods, specifying wall materials like stucco, concrete, wood, glass, metals, and brick. Regarding building colors, the PUD encourages earth tones such as various shades of gray, muted tones, and medium to dark hues of burnt umber, raw umber, raw sienna, burnt sienna, reds, yellows, greens, and terracotta. Staff collaborated with the applicant to incorporate materials and colors recommended by the PUD. The applicant has selected a diverse range of building materials and earth tones commonly seen in the PUD, including crimson- colored fiber cement panels along Corporate Way. Additionally, extra glazing near the building entrance/office helps activate the street frontage. The PUD identifies height limitations within the PUD at maximum of 55-feet or 4 stories. The building will reach a top parapet height of 41- feet and does not deviate from the PUD.
Setbacks
The PUD only establishes required building setbacks from Corporate Way (front-yard setback) and is silent for rear - and interior -yard setbacks; the building is set off the property lines by varying degrees to orient the building to the street while accommodating proposed improvements and to provide fire access around the building.
The required front yard setback is a minimum of 25- feet. The proposed building setback from Corporate Way is 26.7-feet, 30-feet from north property line, 34-feet from the south property line, and 35-feet from the rear-property line. Deviations are not required for the proposed project.
Table 2: Height and Setback Standards (C-2-EA-3-PUD)
Standard Required Proposed Deviation
Height (feet) 55 41 No
Setbacks
(feet)
Front-Yard
(Corporate
Way)
25 26.7 No
Interior Side -
Yard (North)
0 30 No
Interior Side -
Yard (South)
0 34 No
Rear-Yard 0 35 No
Landscape and Fencing
Within the PUD, the minimum landscape coverage percentage for commercial zones is 20%. But in the case of self-storage facilities, landscaping coverage shall only pertain to the publicly accessed areas. The applicant will shade the parking lot area at 51% exceeding the minimum requirements set for the PUD. Additionally, the applicant has incorporated additional tree shading for the drive aisle looping the property at 28% . The perimeter of the property will be fenced by an eight -foot-tall tubular steel fence. An existing 8-foot tall CMU wall is along the north property line that will remain.
Figure 6: Landscape Plan
Figure 6: Fence Elevation
RESOLUTION NO. 2024-
Adopted by the Sacramento City Council
January 21, 2025
ADOPTING THE MITIGATED NEGATIVE DECLERATION AND MITIGATION
MONITORING PLAN FOR THE CORPORATE WAY GREENHAVEN SELF STORAGE (P24-014) (APN: 031-0051-019-0000)
BACKGROUND
A. On December 12, 2024, the City Planning and Design Commission conducted a public hearing on Corporate Way Greenhaven Self Storage (P24 -014) and forwarded a recommendation of approval of the Project to City Council.
B. On January 21, 2025, the City Council conducted a public hearing, for which notice was given pursuant Sacramento City Code, and received and considered evidence concerning the Corporate Way Greenhaven Self Storage (P24-014).
BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:
Section 1. The City Council finds as follows:
A. The City’s Environmental Planning Services Division has prepared an Initial Study to determine if the Project may have a significant effect on the environment.
B. The Project initial study identified potentially significant effects of the Project. Revisions to the Project made by or agreed to by the Project applicant before the proposed mitigated negative declaration and initial study were released for public review were determined by City’s Environmental Planning Services to avoid or reduce the potentially significant effects to a less than significant level, and, therefore, there was no substantial evidence that the Project as revised and conditioned may have a significant effect on the environment.
C. Mitigated Negative Declaration (MND) for the Self-Storage Facility on Corporate Way Project (P24-014) was then completed, noticed and circulated in accordance with the requirements of the California Environmental Quality Act (CEQA), the State CEQA Guidelines and the Sacramento Local Environmental Procedures as follows:
i. On October 7, 2024, a Notice of Intent to Adopt the MND (NOI) dated October 7, 2024, was circulated for public comments for 30 days. The NOI was sent to those public agencies that have jurisdiction by law with
respect to the proposed project and to other interested parties and agencies, including property owners within 500 feet of the boundaries of the proposed project and occupants within and adjacent to t he project site. The comments of such persons and agencies were sought.
ii. On October 7, 2024, the NOA/I was published in the Sacramento Bulletin, a newspaper of general circulation, and the NOA/I was posted in the office of the Sacramento County Clerk.
iii. Based upon the comments received there are no significant modifications required to the MND. The revisions, pursuant to CEQA Guidelines Section 15073.5 to the MND consist of clarifications and insignificant modifications and do not require recirculation.
SECTION 2.
The City Council has reviewed and considered the information contained in the MND, including the initial study, revisions, and conditions incorporated into the Project, the comments received during the public review process and the hearing on the Project, and all oral and documentary evidence received during the hearing on the Current Project.
The City Council has determined that the MND constitute an adequate, accurate, objective, and complete review of the proposed project.
SECTION 3.
Based on its review of the previously adopted MND for the Project, and all oral and documentary evidence received during the hearing, the City Council finds substantial evidence supports the use of the MND and the MND constitute an adequate, accurate, objective, and complete review of the proposed project.
SECTION 4.
Pursuant to CEQA section 21081.6 and CEQA Guidelines section 15074, and in support of its approval of the Project, the City Council adopts the Mitigation Monitoring Plan to require all reasonably feasible mitigation measures, including mitigation measures from the Master EIR as appropriate, be implemented by means of Project conditions, agreements, or other measures, as set forth in the Mitigation Monitoring Plan.
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, Sacramento, California. The City Clerk is the custodian of records for all matters before the City Council.
Table of Contents:
Exhibit A – Mitigation Report Plan
Adopted by the City of Sacramento Cit y Council on January 21, 2025, by the following vote:
Ayes:
Noes:
Abstain:
Absent:
Attest:
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
1 Self-Storage Facility on Corporate Way
Mitigation Monitoring Plan
In January 1989, Assembly Bill (AB) 3180 went into effect requiring the City to monitor all mitigation measures applicable to this project and included in the Mitigated Negative Declaration. For this project, mitigation reporting will be per formed by the City of Sacramento in accordance with the monitoring and reporting program developed by the City to implement AB 3180.
This Mitigation Monitoring Plan is being prepared for the City of Sacramento Community Development Department, Environmental Planning Services, 300 Richards Boulevard, 3 rd Floor, Sacramento, CA 95811, pursuant to the California Environmental Quality Act Guidelines, California Public Resources Code 21081.
Project Name: Self-Storage Facility on Corporate Way (P24-014)
Project Location: The approximately 2.27- acre project site is located southeast of the intersection of Corporate Way and Park City Drive in the City of Sacramento, CA 95831.
Project Description: The Self -Storage Facility on Corporate Way Project (proposed project) would include the development of a three -story, 152,625- square foot (sf) self-storage facility with an office and on- site manager’s apartment. The self-storage facility would include a total of 1,323 self -storage units with 322 units on the first floor, 505 units on the second floor, and 496 units on the third floor. The units would range from 25 sf to 300 sf. A loading bay would be located along the eastern side of the building. A total of five automobile parking spaces would be provided for staff and customers.
Primary site access would be provided by a new 30- foot-wide driveway off of Corporate Way and a new 20- to 25-foot-wide fire lane would provide emergency vehicle access. The proposed project would require the approval of a Rezone, a PUD Amendment to the Greenhaven Executive Park PUD Schematic Map, a Conditional Use Permit, and Site Plan and Design Review.
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
2 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
Air Quality
III-1 Prior to any ground disturbing activities, the project applicant shall show on project improvement plans via notation that the contractor shall ensure that the heavy-duty off-road vehicles (50 horsepower or more) to be used in the construction of the proposed project, including owned, leased, and subcontractor vehicles, shall be Tier 4 final off -road construction equipment.
In addition, all off -road equipment operating at the construction site must be maintained in proper working condition according to manufacturer’s specifications.
Idling shall be limited to five minutes or less in accordance with the In- Use Off-Road Diesel Vehicle Regulation as required by CARB. Clear signage regarding idling restrictions shall be placed at the entrances to the construction site.
Portable equipment over 50 horsepower must have either a valid SMAQMD Permit to Operate (PTO) or a valid statewide Portable Equipment Registration Program (PERP) placard and sticker issued by CARB.
The measures shall be reflected on project improvement plans, subject to review and approval by the City of Sacramento Community Development Department.
Prior to any ground
disturbing activities
City of
Sacramento
Community
Development
Department
Biological Resources
Burrowing Owl
IV-1 A preconstruction survey for burrowing owls should be conducted according to the California Department of Fish and Wildlife (CDFW) 2012 Staff Report on Burrowing Owl Mitigation, and shall include all potential burrowing owl habitat within 500 feet of the project. Portions of the survey area located on private land shall be surveyed from all publicly accessible areas. A written summary of the survey results shall be submitted to the City of Sacramento Community Development Department before any construction permits are issued. If burrowing owl are not detected during pre -construction surveys, further mitigation is not required. If active burrowing owl burrows are found, the following measures shall be implemented at the project site:
• During the non-breeding season (September 1 through January 31), the biologist shall establish a 160 -foot environmental sensitive area Prior to the issuance
of any construction
permits
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
3 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
(ESA) around the burrow. During the breeding season (February 1 through August 31), the biologist shall establish a 300- foot ESA around the burrow in consultation with CDFW.
• The size of the ESA may be reduced if the biologist monitors the construction activities and determines that disturbance to the burrowing owl is not occurring. Reduction of ESA size depends on the location of the burrow relative to the proposed disturbance area, project activities during the time the burrow is active, and other project-specific factors.
• If the burrow is located within the construction zone and it is during the -breeding season, the burrowing owl shall be passively excluded from the burrow using one- way doors, as described in the Exclusion Plan of Appendix E of the CDFW’s 2012 Staff Report on Burrowing Owl non Mitigation.
• If the burrow is located within the construction zone and it is during the breeding season, the burrowing owl shall only be passively excluded if it has been confirmed that the owl has not begun egg laying and incubation, the clutch was unsuccessful, or juveniles from the occupied burrows are foraging independently and are capable of independent survival.
Nesting Birds and Raptors
IV-2 If construction activities on the project site are to begin during the nesting season for raptors or other protected bird species in the region (generally February 15- September 15), a qualified biologist shall be retained by the project applicant to conduct pre- construction surveys in areas of suitable nesting habitat for common raptors and other bird species protected by the MBTA or California Fish and Game Code located within 500 feet of project activity, as accessible. Surveys shall be conducted no more than 10 days before ground disturbance is expected to occur. The pre- construction surveys shall be submitted to the City’s Community Development Department. If active nests are not found, further mitigation is not required. If active nests are found, the construction contractor shall avoid impacts on such nests by establishing a no- disturbance buffer around the nest. The appropriate buffer size for all nesting birds shall be determined by a qualified biologist, but shall extend at least 50 feet from the nest. Buffer size will vary depending on site- specific conditions, the species of nesting bird, nature of the project activity, the extent of existing disturbance in the area, visibility of No more than 10
days prior to the
initiation of ground
disturbance, if
ground disturbing
activities are to
begin during the
breeding/nesting
season for raptors or
other protected bird
species (generally
February 15 through
September 15)
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
4 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
the disturbance from the nest site, and other relevant circumstances.
Construction activity shall not occur within the buffer area of an active nest until a qualified biologist confirms that the chicks have fledged and are no longer dependent on the nest, or the nesting cycle has otherwise completed.
Monitoring of the nest by a qualified biologist during construction activities shall be required if the activity has the potential to adversely affect the nest.
The qualified biologist shall determine the status of the nest at least weekly during the nesting season. If construction activities cause the nesting bird to vocalize, make defensive flights at intruders, get up from a brooding position, or fly off the nest, then the no-disturbance buffer shall be increased until the agitated behavior ceases.
IV-3 Prior to issuance of Grading Permits, the grading plans shall note tree protection requirements stated within the Arborist Report prepared for the project. The measures shall be reflected on the grading plans, subject to review and approval by the City’s Community Development Department.
Prior to issuance of
Grading Permits
City of
Sacramento
Community
Development
Department
IV-4 Prior to issuance of Grading Permits, the project applicant shall comply with tree permit requirements in effect at the time of project approval for removal, pruning, or soil disturbance within the canopy dripline of a private protected tree. The measures shall be reflected on the grading plans, subject to review and approval by the City’s Community Development Department. If tree removal is proposed, all removal activities would be subject to the guidelines set forth in Chapter 12.56, Tree Planting, Maintenance, and Conservation, of the Sacramento City Code, which requires the acquisition of a Tree Removal Permit prior to the removal of any tree.
Prior to issuance of
Grading Permits
City of
Sacramento
Community
Development
Department
Cultural Resources
V-1 Avoidance and Preservation Procedures in the Event of the Inadvertent Discovery of Cultural Resources
If cultural resources (such as structural features, unusual amounts of bone or shell, artifacts, or human remains) are encountered at the project site during construction, work shall be suspended within 100 feet of the find (based on the apparent distribution of cultural materials), and the construction contractor shall immediately notify the project’s City representative.
Avoidance and preservation in place is the preferred manner of mitigating impacts to cultural resources. This will be accomplished, if feasible, by If cultural resources
are encountered at
the project site
during construction
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
5 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
several alternative means, including:
• Planning construction to avoid archaeological sites and/or other cultural resources; incorporating cultural resources within parks, green-space or other open space; covering archaeological resources; deeding a cultural resource to a permanent conservation easement; or other preservation and protection methods agreeable to consulting parties and regulatory authorities with jurisdiction over the activity.
• Recommendations for avoidance of cultural resources will be reviewed by the City representative and other appropriate agencies, in light of factors such as costs, logistics, feasibility, design, technology and social, cultural and environmental considerations, and the extent to which avoidance is consistent with project objectives. Avoidance and design alternatives may include realignment within the project site to avoid cultural resources, modification of the design to eliminate or reduce impacts to cultural resources or modification or realignment to avoid highly significant features within a cultural resource.
• If the discovered cultural resource can be avoided, the construction contractor(s), will install protective fencing outside the site boundary, including a 100- foot buffer area, before construction restarts. Use of temporary and permanent forms of protective fencing will be determined in consultation with Native American representatives from interested culturally affiliated Native American tribes. • The construction contractor(s) will maintain the protective fencing throughout construction to avoid the site during all remaining phases of construction. The area will be demarcated as an “Environmentally Sensitive Area”.
If a cultural resource cannot be avoided, the following performance standard shall be met prior to continuance of construction and associated activities that may result in damage to or destruction of cultural resources:
• Each resource will be evaluated for California Register of Historical Resources- (CRHR) eligibility through application of established eligibility criteria (California Code of Regulations 15064.636), in
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
6 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
consultation with consulting Native American Tribes, as applicable. • If a cultural resource is determined to be eligible for listing in the CRHR, the City will avoid damaging effects to the resource in accordance with California PRC Section 21084.3, if feasible. The City shall coordinate the investigation of the find with a qualified archaeologist (meeting the Secretary of the Interior’s Professional Qualifications Standards for Archeology) approved by the City. As part of the site investigation and resource assessment, the City and the archaeologist shall assess the significance of the find, make recommendations for further evaluation and treatment as necessary and provide proper management recommendations should potential impacts to the resources be determined by the City to be significant.
A written report detailing the site assessment, coordination activities, and management recommendations shall be provided to the City representative by the qualified archaeologist. These
recommendations will be documented in the project record.
V-2 Implement Procedures in the Event of the Inadvertent Discovery of Human Remains.
If an inadvertent discovery of human remains is made at any time during project-related construction activities or project planning, the following performance standards shall be met prior to implementing or continuing actions such as construction, which may result in damage to or destruction of human remains. In accordance with the California Health and Safety Code (HSC), if human remains are encountered during ground- disturbing activities, the City shall immediately halt potentially damaging excavation in the area of the remains and notify the Sacramento County Coroner and a professional archaeologist to determine the nature of the remains. The Coroner is required to examine all discoveries of human remains within 48 hours of receiving notice of a discovery on private or State lands (HSC Section 7050.5[b]).
If the human remains are of historic age and are determined to be not of Native American origin, the City will follow the provisions of the HSC Section 7000 (et seq.) regarding the disinterment and removal of non- Native American human remains.
If an inadvertent
discovery of human
remains is made at
any time during
project-related
construction
activities or project
planning
City of
Sacramento
Community
Development
Department
Sacramento
County Coroner
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
7 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
If the Coroner determines that the remains are those of a Native American, he or she must contact the Native American Heritage Commission (NAHC) by phone within 24 hours of making that determination (HSC Section 7050[c]). After the Coroner’s findings have been made, the archaeologist and the NAHC -designated Most Likely Descendant (MLD), in consultation with the landowner, shall determine the ultimate treatment and disposition of the remains. The responsibilities of the City for acting upon notification of a discovery of Native American human remains are identified in California PRC Section 5097.9 et seq.
Geology and Soils
VII-1 Prior to issuance of grading permits, the grading plans shall incorporate the geotechnical recommendations specified in the Geotechnical Engineering Study prepared for the proposed project, including, but not limited to, ground improvements, foundation recommendations, retaining wall recommendations, drainage recommendations, design review, and construction monitoring. All grading and foundation plans for the development must be reviewed and approved by the City Engineer and Chief Building Official, or their representative(s), prior to issuance of grading and building permits in order to ensure that recommendations in the Geotechnical Engineering Study are properly incorporated and utilized in the project design.
Prior to issuance of
grading permits
City Engineer
Chief Building
Official
VII-2 In the event that a paleontological resource is inadvertently discovered during project-related work, regardless of the depth of excavation or location, work shall be halted within 50 feet (15 meters) of the find and a qualified paleontologist (Society of Vertebrate Paleontology [SVP] 2010) and the City of Sacramento Community Development Department shall be notified. The resources shall be examined by the qualified paleontologist at the developer’s expense, for the purpose of recording, protecting, or curating the discovery as appropriate. Construction activities could continue in other areas.
If the find is determined to be significant under SVP criteria, the find shall be left in place without further disturbance, or if avoidance is not feasible, then additional work, such as fossil recovery excavation (salvage) and curation at a certified repository, such as the University of California Museum of Paleontology (UCMP), may be warranted and would be discussed in consultation with the City of Sacramento Community Development In the event that a
paleontological
resource is
inadvertently
discovered during
project-related work
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
8 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
Department, and any other relevant regulatory agency, as appropriate. The qualified paleontologist shall submit to the City of Sacramento Community Development Department for review and approval a report of the findings and method of curation or protection of the resources.
Hydrology and Water Quality
X-1 Prior to issuance of any grading permits, the contractor shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for review and approval by the Central Valley RWQCB. The contractor shall file the Notice of Intent (NOI) and associated fee to the SWRCB. The SWPPP shall serve as the framework for identification, assignment, and implementation of BMPs. The contractor shall implement BMPs to reduce pollutants in stormwater discharges to the maximum extent practicable. Construction (temporary) BMPs for the project may include, but are not limited to: fiber rolls, straw bale barrier, straw wattles, storm drain inlet protection, velocity dissipation devices, silt fences, wind erosion control, stabilized construction entrance, hydroseeding, revegetation techniques, and dust control measures. The SWPPP shall be submitted to both the City Director of Public Works, and the City Engineer for review and approval and shall remain on the project site during all phases of construction. Following implementation of the SWPPP, the contractor shall subsequently demonstrate the SWPPP’s effectiveness and provide for necessary and appropriate revisions, modifications, and improvements to reduce pollutants in stormwater discharges to the maximum extent practicable.
Prior to issuance of
any grading permits
Central Valley
RWQCB
City Director of
Public Works
City Engineer
Noise
XIII-1 Prior to approval of grading and/or building permits, the City shall establish the following as conditions of approval for any permit that results in the use of construction equipment:
• Construction hours shall be limited to 7:00 AM to 6:00 PM Monday through Saturday and between 9:00 AM and 6:00 PM on Sunday.
Construction outside of these hours may be approved through a development permit based on a site- specific “construction noise mitigation plan” and a finding by the Director of Community Development or their designee that the construction noise mitigation plan is adequate to prevent excessive noise disturbance of affected residential uses. Because it is anticipated that certain construction activities (such as continuous pours of concrete foundations) may Prior to approval of
grading and/or
building permits
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
9 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
require work outside normally permitted construction hours (e.g., overnight), the project’s Development Permit would allow for such construction activities, subject to conditions of approval, including performance standards, imposed by the City to limit noise impacts. • Construction equipment and vehicles shall be fitted with efficient, properly operating noise suppression devices (e.g., mufflers, silencers, wraps) that meet or exceed manufacture specifications.
Mufflers and noise suppressors shall be properly maintained and tuned to ensure proper fit, function and minimization of noise. • Impact tools and equipment that is particularly loud (e.g., concrete saws) shall have the working area/impact area shrouded or shielded, with intake and exhaust ports on power equipment muffled or suppressed. The use of temporary or portable, application- specific noise shields or barriers, or temporary construction barriers adjacent to or at the boundary of the construction area may be necessary to reduce associated noise levels.
• Construction equipment shall not be idled for extended periods (e.g., five minutes or longer) of time in the immediate vicinity of noise- sensitive receptors.
• Stationary noise- generating equipment such as air compressors or portable power generators shall be located as far as possible from sensitive receptors. Temporary noise barriers shall be constructed, if needed, to screen stationary noise- generating equipment when located near adjoining noise-sensitive land uses.
Proof of compliance shall be submitted to the City of Sacramento Community Development Department for review and approval.
XIII-2 Any compaction required less than 26 feet from the Merryhill Preschool adjacent to the project site shall be accomplished by using static drum rollers, rather than vibratory compactors, which use weight instead of vibrations to achieve soil compaction. As an alternative to this requirement, preconstruction crack documentation and construction vibration monitoring could be conducted to ensure that construction vibrations do not cause damage to any adjacent structures. The above requirements shall be included via notation on any future improvement plans approved for the proposed project to the satisfaction of the City’s Community Development Department.
Any compaction
required less than
26 feet from the
Merryhill Preschool
adjacent to the
project site
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
10 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
Tribal Cultural Resources
XVIII-1 In the Event that Tribal Cultural Resources are Discovered During Construction, Implement Procedures to Evaluate Tribal Cultural Resources and Implement Avoidance and Minimization Measures to Avoid Significant Impact.
If archaeological resources, or tribal cultural resources, are encountered in the project area during construction, the following performance standards shall be met prior to continuance of construction and associated activities that may result in damage to or destruction of tribal cultural resources:
• Each resource shall be evaluated for California Register of Historical Resources eligibility through application of established eligibility criteria (California Code of Regulations Section 15064.636), in consultation with consulting Native American tribes.
If a tribal cultural resource is determined to be eligible for listing on the California Register of Historical Resources, the City shall avoid damaging effects to the resource in accordance with PRC Section 21084.3, if feasible.
If the City determines that the project may cause a significant impact to a tribal cultural resource, and measures are not otherwise identified in the consultation process, the following are examples of mitigation capable of avoiding or substantially lessening potential significant impacts to a tribal cultural resource or alternatives that would avoid significant impacts to the resource. These measures may be considered to avoid or minimize significant adverse impacts and constitute the standard by which an impact conclusion of less than significant may be reached:
• Avoid and preserve resources in place, including, but not limited to, planning construction to avoid the resources and protect the cultural and natural context, or planning greenspace, parks, or other open space, to incorporate the resources with culturally appropriate protection and management criteria.
• Treat the resource with culturally appropriate dignity taking into account the tribal cultural values and meaning of the resource, including, but not limited to, the following:
If archaeological
resources, or tribal
cultural resources,
are encountered in
the project area
during construction
City of
Sacramento
Community
Development
Department
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
11 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
o Protect the cultural character and integrity of the resource. o Protect the traditional use of the resource.
o Protect the confidentiality of the resource.
o Establish permanent conservation easements or other
interests in real property, with culturally appropriate management criteria for the purposes of preserving or using the resources or places.
o Rebury the resource in place.
o Protect the resource.
XVIII-2 Implement Procedures in the Event of the Inadvertent Discovery of Native American Human Remains.
If an inadvertent discovery of human remains is made at any time during project-
related construction activities or project planning, the following performance standards shall be met prior to implementing or continuing actions such as construction, which may result in damage to or destruction of human remains. In accordance with the California Health and Safety Code (HSC), if human remains are encountered during ground- disturbing activities, the City shall immediately halt potentially damaging excavation in the area of the remains and notify the Sacramento County Coroner and a professional archaeologist to determine the nature of the remains. The Coroner is required to examine all discoveries of human remains within 48 hours of receiving notice of a discovery on private or State lands (HSC Section 7050.5[b]).
If the human remains are of historic age and are determined to be not of Native American origin, the City will follow the provisions of the HSC Section 7000 (et seq.) regarding the disinterment and removal of non- Native American human remains.
If the Coroner determines that the remains are those of a Native American, he or she must contact the Native American Heritage Commission (NAHC) by phone within 24 hours of making that determination (HSC Section 7050[c]). After the Coroner’s findings have been made, the archaeologist and the NAHC -designated Most Likely Descendant (MLD), in consultation with the landowner, shall determine the ultimate treatment and disposition of the remains. The responsibilities of the City for acting upon notification of a If an inadvertent
discovery of human
remains is made at
any time during
project-related
construction
activities or project
planning
City of
Sacramento
Community
Development
Department
Sacramento
County Coroner
Native American
Heritage
Commission
SELF-STORAGE FACILITY ON CORPORATE WAY PROJECT
MITIGATION MONITORING PLAN
12 MITIGATION MONITORING PLAN
Self Storage Facility on Corporate Way
Mitigation Measure
Reporting
Milestone
Reporting /
Responsible
Party
Verification of
Compliance
Initials Date
discovery of Native American human remains are identified in California PRC Section 5097.9 et seq.
ORDINANCE NO. 2024-
Adopted by the Sacramento City Council
January 21, 2025
ORDINANCE AMENDING TITLE 17 OF THE SACRAMENTO CITY CODE BY REZONING 2.27± GROSS ACRES FROM THE OFFICE BUSINESS (OB-EA-3-PUD)
ZONE, EXECUTIVE AIRPORT OVERLAY, AND GREENHAVEN EXECUTIVE PARK
PLANNED UNIT DEVELOPMENT TO THE GENERAL COMMERCIAL ZONE,
EXECUTIVE AIRPORT OVERLAY, AND GREENHAVEN EXECUTIVE PARK
PLANNED UNIT DEVELOPMENT IN ACCORDANCE WITH THE CORPORATE WAY GREENHAVEN SELF STORAGE PROJECT (APN: 031-0051-019-0000) (P24-014)
BE IT ENACTED BY THE COUNCIL OF THE CITY OF SACRAMENTO:
SECTION 1
As used in this ordinance, “Property” means the real property depicted in attached and incorporated in Exhibit A and contains one (1) APN.
SECTION 2
Title 17 of the Sacramento City Code (“Planning and Development Code”) is hereby amended by rezoning 2.27-acres from the Office Business (OB -EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development to the General Commercial (C -2-EA-3-PUD) z one, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development, as shown on Exhibit A.
SECTION 3
As required by section 17.808.230.C.1.d of the Planning and Development Code, the City Council finds that the rezoning of the property is consistent with the General Plan, proposed use, and development standards in that the project provides for a vertical climate controlled mini -storage facility aligns with the goals and policies of LUP -1 and LUP-1.1 by promoting compact urban footprint that maximizes land use efficiency while reducing urban sprawl and minimizes the land area required for storage. Additionally, the proposed vertical climate controlled mini -storage facility is consistent with LUP -2 and LUP-2.1 by contributing to the overall balance of uses within the neighborhood and City at large. The mini -storage facility offers storage solutions that supports residential and commercial sectors by providing accessible and secure storage options.
SECTION 4
The City Clerk is hereby directed to amend the City’s official zoning maps to conform with this ordinance.
SECTION 5
Exhibit A is part of this ordinance.
Table of Contents:
Exhibit A: Rezone Map
Adopted by the City of Sacramento City Council on January 21, 2025, by the following vote:
Ayes:
Noes:
Abstain:
Absent:
Attest:
CORPORATE WAY
O%EAP8D
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
CORPORATE WAY
CEAP8D
N
S E
W
scale: 1"=100'
EXISTING ZONINGPROPOSED ZONING
RESOLUTION NO. 2024–
Adopted by the Sacramento City Council
January 21, 2025
RESOLUTION AMENDING THE GREENHAVEN EXECUTIVE PARK PLANNED UNIT DEVELOPMENT GUIDELINES AND SCHEMATIC PLAN (P24-014) (APN: 031-0051- 019-0000)
BACKGROUND
A. On December 12, 2024, the City Planning and Design Commission conducted a public hearing on Corporate Way Greenhaven Self Storage (P24-014) and forwarded a recommendation of approval of the Project to City Council.
B. On January 21, 2025, the City Council conducted a public hearing, for which notice was given pursuant Sacramento City Code, and received and considered evidence concerning the Corporate Way Greenhaven Self Storage (P24-014).
BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:
Section 1. The Council’s approval of the amendments to the Greenhaven Executive Park PUD Guidelines and Schematic Plan based on the following findings of fact:
A. The amendments of the PUD are consistent with the applicable general plan land use designation, use, and development standards; the goals, policies, and other provisions of the general plan; There is no applicable specific plan to this site;
B. The adoption of the PUD promotes the public health, safety, convenience, and welfare of the city in that the PUD anticipates future development patterns for the entire site and provides expectations for a well-designed infill community that is consistent t he goals and policies of the General Plan; and
C. The zoning classifications of the subject parcel is consistent with the proposed designation of a planned unit development, or adoption of or amendment to the planned unit development schematic plan and development guidelines.
Section 3. Based on the verbal and documentary evidence received at the hearings held on January 21, 2025, the City Council hereby adopts the amendments to the Greenhaven Executive Park PUD set forth in Exhibits A and B.
Section 4. Exhibits A and B are part of this resolution.
Table of Contents:
Exhibit A – Greenhaven Executive Park PUD Guidelines Text Amendment Exhibit B -Greenhaven Executive Park PUD Schematic Plan Amendment Adopted by the City of Sacramento City Council on January 21, 2025, by the following vote:
Ayes:
Noes:
Abstain:
Absent:
Attest:
Exhibit A:
Greenhaven Executive Park PUD Guidelines
Text Amendments
Proposed Amendments (Redlined)
Section II – Procedures for Approval
Development of parcels in PUDs are subject to Special Permit approval by the City Planning Commission. Special Permit development plans shall be in conformance with the Schematic Plan and PUD Guidelines approved by the City Council.
A preliminary review of Special Permit applications may be required when the City determines that such review, by City, County, State and other agencies, is essential to a thorough review.
Section V – Parking Area Standards
Minimum stall dimensions shall correspond to standards provided in the City Zoning Ordinance. Except that the front two feet of all stalls, the area into which the vehicle bumper overhangs, shall be incorporated into the adjacent landscape or walkway improvements resulting in a net decrease of two feet of the required surfaced depth of the parking stall and a minimum net increase of two feet in width of the landscaped planter or walkway. No individual prefabricated wheel stop will be permitted.
Section VI – Garbage Services/Trash Enclosure
These facilities shall not create a nuisance and shall be located in the most inconspicuous manner possible. All exterior garbage and refuse facilities shall be concealed by a screening wall of a material similar to and compatible with the building(s) it serves along with landscaping (shrubs and/or vines) shall be placed along the screening wall to soften the presence of these facilities, to the greatest extent possible. Landscaping (trees) shall also be provided to screen the overview of trash and garbage from the upper floors of adjacent buildings when possible.
Section VII – Sign Criteria and Regulations
E. C-2 Commercial Zone
1. Monument Sign
a. One such sign as defined by Section 3.250 (Definitions) of the City Sign Ordinance per parcel.
b. Maximum permitted height shall be 12 feet . in accordance with Sections
3.250 (Definitions) and 3.692 from street grade or parking lot grade, whichever is lower.
c. Maximum area of sign shall be 48 sq. ft.
d. Minimum setback from the public right -of-way, property line or driveway shall be 10 feet.
2. Attached Sign
a. One such sign permitted per occupancy.
b. Maximum height of sign shall be two feet.
c. Maximum length of sign shall be 70% of the elevation of the unit occupied.
d. Maximum sign area shall be 48 square feet.
Section VIII – Issuance of Building Permits
Except as otherwise provided in the Special Permit or in the Resolution, no No building permit shall be issued for any building or structure in a Planned Unit Development Project or a land area covered by a Planned Unit Development Designation until the plans submitted for the building permit have been reviewed by the Planning Director Planning Division and he has have been determined that said plans conform to a valid Special Permit development plan issued for a Planned Unit Development under this Section.
The PUD starts with procedures of approval and ends with Issuance of building permits, both reference Special Permit approval (by PDC). Makes me question again whether we should proceed with Director Hearing or have Angel request that this special permit condition be removed from the PUD, when he presents his project to PDC.
Proposed Amendments (Clean)
Section II – Procedures for Approval
Development of parcels in PUDs are subject to the Permit and Legislative Change Requests procedures found in the Sacramento Municipal Code, Title 17, Planning & Development Code. Development plans shall be in conformance with the Schematic Plan and PUD Guidelines approved by the City Council.
Section V – Parking Area Standards
Minimum stall dimensions shall correspond to standards provided in the City Zoning Ordinance. No individual prefabricated wheel stop will be permitted.
Section VII – Sign Criteria and Regulations
E. C-2 Commercial Zone
1. Monument Sign – Detached Signs shall meet standards of the Section
15.148.160 General Commercial zone of the City of Sacramento Code
a. One detached sign for each developed parcel not exceeding one square foot of sign area for each lineal foot of street frontage abutting the developed portion of such parcel, provided that:
i. Where a developed parcel has in excess of 300 feet of street frontage, one additional detached sign may be erected for each additional 300 feet of street frontage in excess of the first 300 feet of street frontage abutting the developed portion of such parcel.
ii. Where a developed parcel is allowed to have more than one detached sign under these regulations, the distance between such detached signs on each parcel shall be not less than 300 feet.
iii. Subject to the provisions of Article IV of this chapter, the total area of all detached signs on each parcel shall not exceed one square foot of sign area for each lineal foot of street frontage of the developed portion of such parcel.
2. Attached Sign – Shall meet standards of the Section 15.148.160 General Commercial zone of the City of Sacramento Code
a. Two attached signs are allowed for each occupancy. Such signs shall not exceed a total aggregate area of three-square feet of sign area for each front foot of building occupancy. Such signs may be placed flat against a building, may be projected or nonprojected signs and may be located on an architectural projection or attached to the underside of an architectural projection subject to the provisions of
sections 15.148.460 and 15.148.470.
b. The maximum height limit for detached signs is as follows:
i. In C-2 and C-4 zones: 12 feet;
No height limit is specified for signs placed flat against the wall of a building or for other attached signs provided the sign complies with all other provisions of this chapter. Directional attached signage (i.e. address, loading, office, exit signage) shall be included in the total aggregate sign calculations.
Section VIII – Issuance of Building Permits
No building permit shall be issued for any building or structure in a Planned Unit Development Project or a land area covered by a Planned Unit Development Designation until the plans submitted for the building permit have been reviewed by the Planning Director and have been determined that said plans conform to development plan issued for a Planned Unit Development under this Section.
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:JUNE 4, 2024
CORPORATE WAY SELF STORAGE
N
S
EW not to scale
GREENHAVEN SCHEMATIC PLAN
PARK CITY DRIVE
CORPORATE WAY
CORPORATE WAY
GREENHAVEN DRIVE
GREENHAVEN DRIVE
S LAND PARK DRIVE
RESOLUTION NO.
Adopted by the Sacramento City Council
January 21, 2025
ADOPTING FINDINGS OF FACT AND APPROVING
CORPORATE WAY GREENHAVEN SELF STORAGE (P24-014)
(APN: 031-0051-019-0000)
BACKGROUND
A. On December 12, 2024, the City Planning and Design Commission conducted a public hearing on Corporate Way Greenhaven Self Storage (P24-014) and forwarded a recommendation of approval of the Project to City Council.
B. On January 21, 2025, the City Council conducted a public hearing, for which notice was given pursuant Sacramento City Code, and received and considered evidence concerning the Corporate Way Greenhaven Self Storage (P24-014).
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
A. The Conditional Use Permit to establish a mini-storage facility in the General Commercial (C-2-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development is approved based on the following Findings of Fact:
1. The proposed use and its operating characteristics are consistent with the general plan in that the proposed mini-storage facility is consistent with the Office Mixed Use designation which allows for complementary commercial, and service uses that promote compact development patterns (LUP-1), supporting a balanced mix of uses (LUP-2), and improving services within the PUD, Pocket Greenhaven Community and surrounding area.
2. The proposed use and its 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, in that the project complies with development standards of the C-2 zoning district and this project meets all requirements in terms of setbacks, height, landscaping, and special use regulations in SCC section 17.228.106
3. The proposed use is situated on a parcel that is physically suitable in terms of location, size, topography, and access, and that is adequately served by public services and utilities, in that the project location has been evaluated to ensure safe access internally and in relation to Corporate Way.
4. The proposed use and its operating characteristics are not detrimental 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 will be self-contained within the building and will not generate excessive noise, light, or odors associated with the business. Additionally, the operations will not result in any conflicts with the existing nature of the surrounding businesses or result in any nuisance activity. The use will generate new and repeat customers to the site that will activate the ground floor of the building near the street. The proposed use is not anticipated to generate a high number of vehicle trips; vehicles will range from standard passenger vehicles to medium sized trucks and vans carrying goods for storage that will utilize the provided loading zones, onsite parking spaces, or use street parking.
B. Site Plan and Design Review to construct a three-story, 152,625 square foot mini storage building and associated site improvements. is approved based on the following Findings of Fact:
1. The design, layout, and physical characteristics of the proposed development is consistent with the Office Mixed Use land designation in that this project develops a vacant infill site with a compatible neighborhood supportive use that features quality architectural detailing and materials, consistent with LUP-1 and LUP-2.
2. The design, layout, and physical characteristics of the proposed development are consistent with all applicable design guidelines and with all applicable development standards or, if deviations from design guidelines or development standards are approved, the proposed development is consistent with the purpose and intent of the applicable design guidelines and development standards. The project is designed to provide a 26-foot front-yard setback planted with native trees and landscaping and landscaping coverage of 28% consistent with the landscaping standards within the Greenhaven Executive Park PUD. The proposed building design is cohesive with other existing commercial buildings in the PUD by incorporating fiber cement nichiha panels along the front elevation. Aluminum storefronts along with a variety of metal and fiber cement panel configurations utilizing offsets, color tones, and varying dimensions will create a complete design theme across the building. The roof parapets will vary at multiple points of the building, creating additional variation to the elevations. There are no deviations to design guidelines or development standards.
3. 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 and offsite improvements to sufficiently serve this project and its users through appropriate stormwater management, extension of necessary public and private utility infrastructure, and landscaping improvements.
4. The design, layout, and physical characteristics of the proposed development are visually and functionally compatible with the surrounding neighborhood in that the project proposes a modern, well-articulated building design in a neighborhood with a diverse range of commercial uses.
5. The design, layout, and physical characteristics of the proposed development ensure energy consumption is minimized, and use of renewable energy sources is encouraged in that the project will use building materials that will help reduce energy costs as required by the California Green Building Code. Furthermore, the site exceeds the 20% shading requirements which helps reduce the urban heat island effect which translates to reduced cooling costs in the summer months.
6. The design, layout, and physical characteristics of the proposed development are not detrimental 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 site will have an attractive street presence, ample landscaping, and pedestrian connections to the street.
C. 200-Year Flood Protection
1. 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 Progress 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 2024 Adequate Progress Annual Report accepted by the City Council on October 22, 2024 (Resolution No. 2024- 0311).
CONDITIONS OF APPROVAL
A. The Conditional Use Permit to establish a mini-storage facility in the General Commercial (C-2-EA-3-PUD) zone, Executive Airport Overlay, and Greenhaven Executive Park Planned Unit Development; is approved based on the following Findings of Fact:
PLANNING
A1. Development shall comply with the Site Plan and Design Review conditions of approval.
A2. The project shall conform to the approved plans as shown on the attached exhibits unless otherwise noted.
A3. No open or outdoor storage areas are authorized as a part of this approval. Open or outdoor storage areas will require additional review through the Planning Division, and consistent with SCC section 17.228.106.B, are permitted only if screened by a minimum six-foot high solid masonry wall.
A4. Pursuant to SCC section 17.228.106.D, no retail business shall be permitted to operate within any of the storage units.
A5. The site shall be inspected and maintained daily to be free and clear of litter. Any modification to the attached plans shall be subject to review and approval by Planning Division staff prior to the issuance of building permits.
A6. The facility operator shall obtain all necessary building permits prior to the commencement of the use, demolition, or construction.
B. Site Plan and Design Review to construct a three-story, 152,625 square foot mini storage building and associated site improvements is approved subject to the following conditions:
PLANNING
B1. This approval is for a new 152,625-square-foot mini storage facility and associated site improvements as shown on the approved plans.
B2. Landscaping improvements including planters, and private onsite trees, shrubs, and groundcover shall be constructed as indicated on the final approved plans.
B3. The building elevations shall have a consistency of detail, material quality, and articulation as indicated on the final approved plans.
B4. The building shall be painted with the color theme as shown on the final approved plans. Any significant changes in applied paint colors shall be reviewed and approved by Planning staff during building permit plan check.
B5. Provide windows and fenestration on the building as shown on the final approved plans.
B6. The building shall incorporate the following exterior materials noted below:
a) Aluminum storefront system at ground floor (black).
b) Provide metal panel systems in varying gauge, offset and colors as noted in the final approved plans.
c) Siding material transitions at plane breaks shall be off-set from one another through recesses and pop-out designs to provide additional dimension and natural material transition points (as depicted on renderings on the approved plans).
B7. All exterior light fixtures shall be reviewed and approved by Planning during building permit plan check.
B8. Provide a dedicated pedestrian pathway connection to the street from the building as shown on the approved plans.
B9. Perimeter fencing shall be decorative wrought iron or alternative to be reviewed and approved by planning staff.
B10. The mechanical equipment shall be screened from view behind a parapet wall, landscaping, or other screening mechanism approved by Planning and Urban Design staff.
B11. Any additional changes, additions, or modifications to the approved plans with respect to architectural design, layout, materials, setback, etc. shall require additional review and approval from Planning staff.
B12. The project shall be valid for a period of three years unless an application to extend the entitlement is submitted to the City prior to the expiration date and approved by the City.
B13. The applicant shall obtain all necessary building permits before beginning any construction.
B14. The applicant shall obtain a sign permit before the fabrication or installation of any signage for the project.
B15. Final occupancy shall be subject to approval and involve an on-site inspection by Planning staff.
B16. Post a clear, visible enforcement complaint sign during construction.
PUBLIC WORKS
B17. 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 along Corporate Way per City standards to the satisfaction of the Department of Public Works.
B18. All new and existing driveways shall be designed and constructed to City Standards to the satisfaction of the Department of Public Works. The applicant shall remove all existing driveways not proposed for use with the approved site plan and reconstruct the frontage improvements per City standards and to the satisfaction of the Department of Public Works.
B19. All gates shall be equipped with a locking mechanism acceptable to the Police and Fire Departments.
B20. The site plan shall conform to the parking standards set forth in City Code
17.608.040.
B21. The applicant shall provide a signing and striping improvement plan if new signage or striping is proposed; or if existing signing and/or striping is removed or relocated. The plans shall be to the satisfaction of the Department of Public Works.
B22. 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 to 3.5' in height at maturity. The area of exclusion shall be determined by the Department of Public Works.
B23. Any Regulated Work within the dripline or Tree Protection Zone of a protected tree shall be separately permitted prior to the start of construction and supervised by a Certified Arborist. Submit a tree permit application and a tree protection plan created by a Certified Arborist to [email protected] and refer to the planning project number or off-site project number.
FIRE DEPARTMENT
B24. 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
B25. Roads used for Fire Department access that are less than 28 feet in width shall be marked "No Parking Fire Lane" on both sides; roads less than 36 feet in width shall be marked on one side.
B26. Fire Apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all- weather driving capabilities. California Fire Code Section 503.2.3 B27. Provide a water flow test. (Make arrangements with the Department of Utilities at 916-808-7890 or by email at [email protected], California Fire Code Section 507.4
B28. Provide appropriate Knox access for site. California Fire Code Section 50 B29. Provide standpipe hose valves at the intermediate landing levels of stairways as required by the Sacramento Fire Official.
B30. Automatic gates shall have AC power and be provided with Key override switch (Knox) and Radio operated controller (Click2Enter). For gates that do not fail safe in the open position upon loss of AC power or are provided with battery back-up power, an approved pedestrian gate shall be installed within 10 feet of all vehicle gates. An approved key box (Knox) shall be installed at least 48 inches above grade on the outside of the gate. It shall be provided with a key to open the pedestrian gate.
B31. Emergency Responder Radio Coverage may be required. Testing shall be conducted by an authorized technician to verify compliance with section 510, California Fire Code. This test shall verify that the building will support the Sacramento City Fire Department Radio Communication System. This test shall be performed in accordance with California Fire Code section 510.4.1.
B32. Provide a Site Safety Plan in compliance with Section 3303 of the California Fire Code. The plan shall identify at minimum, the following safety precautions during demolition and construction:
a) Name and contact information of the Owner’s authorized agent (Site Safety Director) responsible for the development, implementation and maintenance of an approved written site safety plan.
b) Procedures for reporting emergencies.
c) Fire Department Access Routes.
d) Location of fire protection equipment, including type and size of fire extinguishers.
e) Smoking and cooking policies that include designated safe areas where smoking and cooking may occur with adequate signage in accordance with Section 3305.8
f) Location(s) and proper safety considerations for temporary heating and any associated equipment.
g) Hot Work Plan when any welding and/or cutting shall occur. h) Means of providing safeguards to minimize the risk of unwanted releases, fires or explosions involving hazardous materials, such as ignitable liquids/vapors or other combustible materials and ignition sources (cutting and welding, etc).
i) Designated smoking areas free of ignitable vapors and other combustible materials.
RECYCLING AND SOLID WASTE
Residential Solid Waste Conditions:
B33. Project must meet the requirements outlined in City Code Chapter 13.10.
B34. There must be sufficient space to store one garbage, one mixed recycling and one organics recycling container for the manager’s apartment. The space needed is approximately 35 inches by 87 inches per unit. The containers shall be placed out of view from any street, sidewalk, or other public right-of-way by fence, landscaping, building, or other barrier or immediately adjacent to the residential building per City Code Chapter 13.10.100.
B35. There must be sufficient space to set out three containers (garbage, mixed recycling, and organics recycling) in front of each parcel and remain in compliance with City Code Chapter 13.10.100. Depending on service levels, this may mean up to 8 feet of curb space required.
B36. Solid waste trucks must be able to safely move about the project, with minimum backing, and able to empty the bins and containers safely. Containers must be placed along the curb closest to the property for collection. a. Residential collection will be provided on Corporate Way.
Sacramento City Code can be found online here:
Chapter 13.10:
https://codelibrary.amlegal.com/codes/sacramentoca/latest/sacramento_ca/0-0- 0-26469#JD_Chapter13.10
Commercial Solid Waste Conditions
B37. Project must meet the requirements outlined in City Code Chapter 13.2 and
17.616.
B38. The trash enclosure must have sufficient space to accommodate bins for trash, recycling, and organics. Smaller containers may be used with an increase in collection frequency. Service level minimums for recycling and organics can be found in Chapter 13.24.
B39. Applicant must provide a statement of how trash, recycling and organics will be organized and collected after project is complete, per City Code Chapter
17.616.020. This statement must explain how the property manager will collect from the trash, recycling and organics receptacles located around the site and place each material type in the appropriate bin in the trash enclosure.
B40. Solid waste trucks must be able to safely move about the project, with minimum backing, and able to empty the bins and cans safely. The trucks shall have access to exit through the gate at the north side of the project site.
B41. This project may be required to submit a Construction and Demolition (C&D) Debris plan, as outlined on the City’s web site at
https://www.cityofsacramento.gov/public-works/recycling-solid- waste/Commercialwasteservices/construction---demolition-recycling. Please contact the Solid Waste C&D team if you have any questions:
Phone: (916) 808-0965
Email: C&[email protected]
Sacramento City Code can be found online here:
Chapter 13.24:
https://codelibrary.amlegal.com/codes/sacramentoca/latest/sacramento_ca/0-0- 027221#JD_Chapter13.24
Chapter 17.616:
https://codelibrary.amlegal.com/codes/sacramentoca/latest/sacramento_ca/0-00- 39390#JD_Chapter17.616
Standard Bin and Can Dimensions
Size Height Depth Width
32 gal. can 39 in. 24 in. 19 in.
64 gal. can 40 in. 30 in. 28 in.
96 gal. can 47 in. 35 in. 29 in.
1 yd. bin 4 ft. 2 ft., 9 in. 6 ft., 10 in.
2 yd. bin 4 ft., 5 in. 4 ft. 6 ft., 10 in.
3 yd. bin 5 ft., 1 in. 3 ft., 7in. 6 ft., 10 in.
4 yd. bin 5 ft., 9 in. 4 ft., 8 in. 6 ft., 10 in.
5 yd. bin 5 ft., 3 in. 5 ft., 9 in. 6 ft., 10 in.
6 yd. bin 6 ft. 5 ft., 10 in. 6 ft., 10 in.
B42. Standard Truck Dimensions
Type
Height
Clearan
ce
Length Width
Inside
Turnin
g
Circle
Diamet
er
Pickup
Clearan
ce
Side Loader 13 ft. 32 ft. 10 ft. 62 ft. 17 ft.
Rear Loader 13 ft. 35 ft. 10 ft. 47 ft. 13 ft.
Front
Load
er
14 ft. 33 ft. 10 ft. 49 ft. 25 ft.
POLICE
Lighting:
B43. 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.
B44. Light poles, if applicable, shall be no higher than 16’.
B45. Broken or damaged exterior lighting shall be repaired or replaced within 48 hours of being noted.
B46. 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.
B47. 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.
B48. Exterior lighting distribution and fixtures shall be approved by the Sacramento Police Department CPTED Sergeant (or designee) prior to issuance of a building permit.
B49. Exterior lighting shall be designed in coordination with the landscaping plan to minimize interference between the light standards and required illumination and the landscape trees and required shading.
B50. Exterior lighting shall be shielded or otherwise designed to avoid spill-over illumination to adjacent streets and properties.
Landscaping:
B51. 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.
B52. 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:
B53. Fencing, if applicable, shall be of decorative tubular steel, no climb type and a minimum of 6’ in height.
B54. Height markers are required on the interior doorway.
B55. Cash registers shall be oriented in such a manner that employees are facing towards the main entrance during sales.
B56. Business shall be equipped with and maintain a security system with:
B57. An alarm system with a valid UL Certificate in accordance with ANSI/UL Standard 681-2014 (Standard for Installation and Classification 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
B58. A Video Assessment and Surveillance System (VASS) shall be installed at the site and maintained by a property management company, security company, or designee.
B59. Manager with access to VASS storage shall be able to respond to any activation within two hours.
B60. 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.
B61. 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.
B62. 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.
B63. VASS shall be capable of storing no less than 30 days’ worth of activity.
B64. 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 B65. 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 in 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.
B66. All dumpsters shall be kept locked or in locked enclosures.
B67. Exterior trash receptacles shall be of a design to prevent unauthorized removal of articles from the trash bin.
B68. 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.
B69. Property management shall be responsible for the daily removal of all litter from the site.
During Construction:
B70. 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.
B71. The location shall be monitored by security after normal construction hours during all phases of construction. This can be done via remote camera monitoring.
B72. Adequate security lighting shall be provided to illuminate vulnerable equipment and materials. Lighting shall be white light with full cut off fixtures.
SMUD
B73. SMUD has existing underground 12kV facilities on south west and north 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. 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.
B74. Structural setbacks less than 14-feet shall require the Applicant to conduct a pre- engineering meeting with all utilities to ensure property clearances are maintained.
B75. 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.
B76. 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.
B77. 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.
B78. 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.).
B79. 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/BusinessSolutions-and-Rebates/Design-and- Construction-Services.
B80. The Applicant shall dedicate a 12.5-foot public utility easement for overhead and/or underground facilities and appurtenances adjacent to all public street rights-of-ways.
B81. 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
B82. Per City Code Section, 13.04.070, multiple water services 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.
B83. Prior to or concurrent with the submittal of improvement plans, prepare a project specific water study for review and approval by the DOU. The water 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" pressure 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 required 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.
B84. Common area landscaping shall have a separate street tap for a metered irrigation service.
B85. This project is served by the Separated Sewer System. Therefore, the developer/property owner will be required to pay the Separated Sewer System Development Fee prior to the issuance of building permit per City Council Resolution 2023-0338. The fee will be used to upsize City sewer mains and sewer pumps. The applicant is recommended to contact the Department of Utilities Development Services at 916-808-7890 for a separated sewer fee estimate.
B86. 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 storage method, an estimated 6,000 cubic feet of detention must be provided per each additional acre of impervious area. The maximum discharge rate must be limited to an estimated 0.25 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. Note: A maintenance agreement may be required for detention and Low Impact Development (LID) features.
B87. This project is in Drainage Basin 142 which is subject to the new Drainage Pumped Impact Fee per City Council Resolution 2023-0368.
B88. The onsite water, sewer and storm drain systems shall be private systems maintained by the owner or other approved entity.
B89. All on-site drainage systems shall be designed to the standards specified in the DOU onsite design manual.
B90. 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.
B91. 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.
B92. A grading plan 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.
B93. This project will disturb more than one acre of land; therefore, the project is required to comply with the State’s “Construction General Permit”. To comply with the State Permit, the applicant must file a Notice of Intent (NOI) through the State’s Storm Water Multiple Application and Report Tracking System (SMARTS). A valid WDID number must be obtained and provided to the DOU prior to the issuance of any grading permits.
B94. 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 control urban runoff pollution from the project site during construction.
B95. 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), Hydromodification Management Plan (HMP), certified full capture trash control devices, and permanent on-site treatment measures will be required. The on-site storm water treatment measures required may affect site design and site configuration and should be considered during early planning stages.
B96. A separate maintenance agreement will be required for both on-site treatment 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. A maintenance plan and guidelines will be required for all City owned and maintained basins.
REGIONAL SAN
B97. Prior to the ISSUANCE OF A BUILDING PERMIT: The owner must contact the Regional San Permit Services Unit at [email protected] or by phone at (916) 876-6100 to determine if sewer impact fees are due. Fees are to be paid prior to the issuance of building permits.
URBAN FORESTRY
B98. This project shall contract with a Project Arborist experienced with tree protection and construction that is required to:
a) Attend the preconstruction meetings to approve of and inform contractors of all tree protection measures.
b) Visit the site before and after demolition, grading and landscaping as well as at least twice each month during construction to ensure that tree protection measures are implemented and maintained.
c) Be responsible for correcting any site conditions that may negatively impact the trees and revisit the site to ensure that corrective action was properly implemented.
d) The Project Arborist shall report in writing to Urban Forestry all violations and tree protection failures along with corrective action taken and expected outcomes.
B99. All concrete sidewalks and driveways shall be retained throughout construction to protect the roots and soil from the impacts of construction activities.
a) Existing driveways shall be used as the sole access to the site. Where there are no existing driveways, access shall be limited to a one or two locations outside the dripline of protected trees that have protection from soil compaction with the use of one or more of the following: A 6-inch layer of hardwood chips covered by ¾-inch plywood or trench plates, geotextile fabric covered by a 6-inch layer of hardwood chips or an alternative that is approved by the City Arborist.
B100. Construction trailers and port-a-potties shall be placed on existing hardscape or bridged over the tree protection zone or planter so as not to compact soil.
B101. Any Regulated Work within the dripline or Tree Protection Zone of a protected tree shall be separately permitted prior to the start of construction and supervised by a Certified Arborist. Submit a tree permit application and a tree protection plan created by a Certified Arborist to [email protected] and refer to the planning project number or off-site project number.
B102. All excavation, grading, or trenching within the dripline of a protected tree for the purpose of utility installation, constructing foundations, footings, sidewalks, curbs, gutters, or any other reason shall employ one of the following methods: Hydro- excavation, pneumatic excavation or hand digging and shall be directly supervised by a Certified Arborist.
B103. There shall be no excavation deeper than the existing excavation for sidewalks within the dripline of protected trees.
B104. There shall be no grade changes within the dripline of protected trees. All grade changes shall be accommodated onsite.
B105. There shall be no soil compaction within the dripline of protected trees.
B106. The following is a list of activities that require a tree permit if they are to occur or be used within the right-of-way planter and/or within the tree protection zone of protected trees: any regulated work as defined in SCC 12.56, excavation, grade changes, trenches, root or canopy pruning, or boring.
B107. The following is a list of activities that are prohibited within the right-of-way planter and/or tree protection zone of protected trees: pedestrian and equipment traffic that could compact the soil or physically damage roots, parking vehicles, equipment and/or port-a-potties, storing of soil, construction materials, petroleum products, water or building refuse, disposing of wash water, paint, cement, fuel or other potentially damaging liquids, and any other activities that may have negative impacts on the trees and soil.
B108. All trees shall be watered regularly according to the recommendation of the Project Arborist.
ADVISORY NOTES:
ADV D1. Planning. Portable indoor air filtration for nearby preschool shall be provided during construction.
ADV D2. Parks. As per City Code, the applicant will be responsible to meet his/her obligations regarding:
a) Title 18, 18.56 Park Development Impact Fee, due at the time of issuance of building permit. The Park Development Impact Fee due for this project is estimated at $33,578. The Park Development Impact Fee due for this project is based on the Remainder Zone rate of $0.22 per square foot for industrial projects. Please note, the Park Development Impact Fee will be increasing July 1, 2024. Any change in these factors will change the amount of the PIF due. The fee is calculated using factors at the time that the project is submitted for building permit.
ADV D3. Police. City of Sacramento permits must be obtained for private patrol, alarms, and camera systems.
ADV D4. Regional San. The City of Sacramento (City) is responsible for providing local sewer service to the proposed project site via its local sanitary sewer collection system. SacSewer is responsible for conveying sewage from the City collection system to the EchoWater Resource Recovery Facility for treatment, resource recovery, and disposal.
ADV D5. DOU. Water meters shall be located at the point of service, which is back of curb for separated sidewalks, back of walk for connected sidewalks or at the inside edge of the right-of-way for public alleys.
ADV D6. DOU. On October 24, 2023, and November 14, 2023, City Council adopted Resolutions 2023-0338 and 2023-0368, respectively, to adjust the Water System, Sewer, and Combined Sewer Development Fees, as well as, establish the Storm Drainage Development Fee to align with updated Nexus Studies. These resolutions provide for an effective date for the new Utility Development Fees as of January 22, 2024.
EXHIBITS:
Exhibit A – Project Plans
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
Date:
Expires:
I hereby certify that these plans have been
prepared under my direction,
and to the best of my knowledge and beliefs
conform to the:
CITY OF SACRAMENTO
Building Codes and Ordinances.
LICENSED ARCHITECT OF RECORD
STATEMENT:
PROJECT
LOCATION
NEW 3-STORY, CLIMATE CONTROLLED,
S-1(MODERATE HAZARD STORAGE)
w/ ACCESSORY B (OFFICE) AND R-2 (LIVE/WORK UNIT),
OF TYPE II-B CONSTRUCTION
AT
1 CORPORATE WAY
ARCHITECT:
OWNER:
SACRAMENTO, CALIFORNIA 95831
LOCATION MAP
6/30/2025
TITLE SHEET & DRAWING INDEX
NORTH
THESE DRAWINGS COMPLY WITH:
2022 CALIFORNIA BUILDING CODE,
TITLE 24
(FOR A COMPLETE BUILDING
CODE ANALYSIS REFER TO SHEET
G0-01)
CI CAST IRON
STD STANDARD
ELEVATION
ELECTRICAL
DOWNSPOUT
DRAWING
EIFS
EL
ELEC
EA
DWG
DS
EACH
DRINKING FOUNTAIN
CEMENT PLASTER
DIMENSION
DIAMETER
CLEAN OUT
COLD WATER
CERAMIC TILE
DF
DIA
DN
DIM
DOWN
CO
CW
CT
CP
LH LEFT HAND
NOT TO SCALE
MASONRY OPENING
NOT IN CONTRACT
MANUFACTURER
NIC
ON CENTER
NTS
OC
OFCI
MILLWORK
MULLION
METAL
MO
MWK
MULL
MTL
MFR
HOT WATER
INSULATION
HOLLOW METAL
INSUL
LAMINATED
LAVATORY
JOINT
LAM
LAV
JT
INTERIOR
HEIGHT
HOUR
HW
INT
HT
HR
HM
WD WOOD
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
TONGUE AND GROOVE
VERIFY IN FIELD
TO TOP OF
TYPICAL
T & G
UNO
VCT
TYP
VIF
THICK
TREAD
THK
T
ABBREVIATIONS
BRG
CONC. MASONRY UNIT
CONCRETE
CONTINUOUS
CENTERLINE
CONTROL JOINT
CLEAR ANODIZED
CLG CEILING
CMU
CONC
CONT
CJ
CAB
CL
CPT
CA
CABINET
CARPET
BEARING
ABOVE FINISHED FLOOR
ABOVE RAISED FLOOR
AIR CONDITIONING
BLOCKING
BOTTOM OF
ALUMINUM
ACOUSTIC TILE
BUILDING
ALTERNATE
ARF
BLKG
BO
BLDG
ACT
BD BOARD
AL
AFF
A/C
ALT
FD FLOOR DRAIN
HARDWOOD
GALVANIZED
GYPSUM BOARD
GA GAUGE
HARDWARE
GLASS
HDWD
HDWR
GALV
GYP
GL
FOOTING
FLOOR
FOM
FTG
FLR
FIRE HOSE CABINET
ELECTRIC WATER COOLER
FIRE EXTINGUISHER CABINET
EPOXY PAINT
EXPANSION JOINT
EXP EXPOSED
FINISH
EXTERIOR
FHC
FIN
FEC
EXT
EWC
EXISTING
EQUAL
EXIST
EQ
EP
EJ
RH RIGHT HAND
STAINLESS STEEL
SANDBLAST
SHEET METAL
SOLID CORE
ROUGH OPENING
SIMILAR
SHEET
SIM
SS
SM
SHT
SCHEDULE
REQUIRED
SB
SCHED
SC
RO
REQ'D
PLASTIC LAMINATE
QUARRY TILE
RISER
RADIUS
PLATE
R
RAD
QT
PL
PLAM
PAIR
PAINT
OPPOSITE
PR
PNT
OPP
LEGEND
BR BRUSHED
QUARRY TILE OR
CERAMIC TILEEXISTING CONSTRUCTION
TO BE REMOVED
NEW PARTITION -
SEE PLANS FOR TYPE
EXISTING CONSTRUCTION
TO REMAIN
WOOD-ROUGH OR FRAMING
WOOD STYLE
RIGID INSULATION
PLYWOOD
STEEL
BATT INSULATION OR
SOUND ATTENUATION BLANKET
MORTAR, GROUT,
THINSET OR CEMENT
WALL TYPE (See A4-# series dwgs)
SHEET #
SECTION #
DOOR TAG (See A5-# series dwgs)
ROOM NAME/NUMBER TAG
METAL LATH & PLASTER
GLASS (SECTION)
GYPSUM BOARD
CONCRETE
CONCRETE MASONRY UNIT
(CMU)
GLASS (ELEVATION)
BRICK (PLAN & SECTION)
BRICK (ELEVATION)
ACOUSTIC TILE
ALUMINUM
ACOUSTICAL TILE CEILING
GYPSUM BOARD CEILING/SOFFIT
ROOM
#
#
ELEVATION TAG/ MARK
DRAWING REVISION TAG
NOTE TAG
WINDOW TAG (See A5-# series dwgs)XX
XX
DETAIL #
CO
SD
DWG #
SHEET #
ELEVATION #
DETAIL TAG
INTERIOR
ELEVATION TAG
SECTION TAG
X
XX-X
SHEET #
ELEVATION #
EXTERIOR
ELEVATION TAG
EXISTING DOOR
TERRAZZO
###
-
0'-0"
2'x2' LIGHT FIXTURE
RECESSED CAN LIGHT FIXTURE
(SEE ELECTRICAL)
PENDANT OR SURFACE MOUNTED
LIGHT FIXTURE
MECHANICAL SUPPLY GRILL
(SEE MECHANICAL)
MECHANICAL RETURN GRILL
(SEE MECHANICAL)
WALL MOUNTED LIGHT FIXTURE
WELDED WIRE FABRICWWF
ROOF DRAINRD
X-X
XX-XX
CEILING MATERIAL, SEE AX-X
CEILING PAINT, SEE AX-X
SEMI-RECESSED FEC W/ SIGN
SR
RECESSED FEC W/ SIGN
R
ELECTRICAL PANEL -
KP
FROST PROOF HOSE BIB
FPHB
SECURITY KEYPAD
WIRE MESH SECURITY NET
X-BRACING (SEE STRUCTURAL),
APPLY FIRE RESISTIVE SPRAY AS
REQUIRED
SURFACE MOUNT FEC W/ SIGN
SM
CEILING ELEVATION TAG
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXISTING NIC
OWNER FURNISHED,
CONTRACTOR TO INSTALL
FACE OF MASONRY
TO FACE OF MASONRY
EXTERIOR INSULATION AND
FINISH SYSTEM
FLOOR
EL:+X'-X"
X
X-X
X
XX-X
SEE ELECTRICAL
California Registration Number:
C-38780
Signed: Christopher Michalek
(Licensed Architect)
ARCHITECT:
SULLIVAN GOULETTE WILSON, LTD.
444 N. MICHIGAN AVENUE - SUITE 1850
CHICAGO, IL 60611
TEL. (312) 988-7412
FAX. (312) 988-7409
www.sgwarch.com
DEVELOPER:
SACRAMENTO CORPORATE WAY, LLC
570 LAKE COOK ROAD
SUITE 325
DEERFIELD IL 60015
(310) 683-0964
CIVIL ENGINEER:
TSD ENGINEERING INC.
785 ORCHARD DRIVE
SUITE 110
FOLSOM, CA 95630
TEL: (916) 608-0707
(916) FAX: 608-0701
· GROSS AREA: 152,625 SF
FIRST FLOOR: 51,486 SF
SECOND FLOOR: 50,482 SF
THIRD FLOOR: 50,657 SF
· NET STORAGE AREA: 111,925 SF
· CONSTRUCTION TYPE: TYPE II-B
· NUMBER OF STORIES: 3 STORIES
· USE GROUPS: S-1 (MODERATE HAZARD STORAGE)
B (ACCESSORY BUSINESS)
R-2 (LIVE/WORK UNIT)
· SPRINKLER SYSTEM: FULLY SPRINKLERED
THESE DRAWINGS COMPLY WITH THE REQUIREMENTS OF
THE CITY OF SACRAMENTO. SEE ZONING CODE ANALYSIS
ON SHEET A0-01.
BUILDING DATA
G0-00
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
G0-01
UNIT MIX SCHEDULE
REMOTE POINTTRAVEL DISTANCE: 238'-0" TRAVEL DISTANCE: 238'-0" 314'-13
8 " (MIN 1/2 DIAGONAL = 175'10")
351'-10
1 8"
36" WIDE DOOR PROVIDED
0.2" REQUIRED / PERSON
MAX 180 PERSONS
36" WIDE DOOR PROVIDED
0.2" REQUIRED / PERSON
MAX 180 PERSONS
36" WIDE DOOR PROVIDED
0.2" REQUIRED / PERSON
MAX 180 PERSONS36" WIDE DOOR PROVIDED
(MIN 1-HR RATING)
0.2" REQUIRED / PERSON
MAX 180 PERSONS
48" WIDE STAIR PROVIDED
0.3" REQUIRED / PERSON
MAX 160 PERSONS
48" WIDE STAIR PROVIDED
0.3" REQUIRED / PERSON
MAX 160 PERSONS
36" WIDE DOOR PROVIDED
0.2" REQUIRED / PERSON
MAX 180 PERSONS
36" WIDE DOOR PROVIDED
(MIN 1-HR RATING)
0.2" REQUIRED / PERSON
MAX 180 PERSONSTRAVEL DISTANCE: 46'-0"
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
STORAGE
100
ELEV
E01
OFFICE
101
BREAK
102
MANAGER
APARTMENT
110
ELEV MACH
109
WATER
106
ELEC
107
TOILET
104
TOILET
103
LOADING
108
JAN.
105
STAIR B
S102
STAIR A
S101
ELEV
E02
FIRE STANDPIPE AND HOSE VALVE
FIRE STANDPIPE AND HOSE VALVE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
FIRE SEPARATION & EXITING
FIRST FLOOR PLAN
1/16" = 1'-0"
G0-02
FIRST FLOOR
FIRE SEPARATION AND EXITING
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
LEGEND
GENERAL NOTES
A. REFER TO SHEET A4-01 FOR
ALL WALL TYPE DESIGNATIONS
& CONSTRUCTION ASSEMBLIES,
TYP
= TRAVEL DISTANCE
= 1 HOUR WALL
= 2 HOUR WALL
= 3 HOUR WALL
= 4 HOUR WALL
NORTH
NOTE: EMERGENCY RADIO COVERAGE MAY BE REQUIRED.
TESTING SHALL BE CONDUCTED BY AN AUTHORIZED
TECHNICIAN IN ACCORDIANCE WITH SECTION 510.4.1,
CALIFORNIA FIRE CODE, TO VERIFY COMPLIANCE WITH
SECTION 510, THIS TEST SHALL VERIFY THAT THE BUILDING
WILL SUPPORT THE SACRAMENTO CITY FIRE DEPARTMENT
RADIO COMMUNICATION SYSTEM.
REMOTE POINT
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
36" WIDE DOOR
PROVIDED(MIN 1-HR RATING)
0.2" REQUIRED / PERSON
MAX 180 PERSONS
48" WIDE STAIR PROVIDED
0.3" REQUIRED / PERSON
MAX 160 PERSONS
48" WIDE STAIR PROVIDED
0.3" REQUIRED / PERSON
MAX 160 PERSONS
36" WIDE DOOR
PROVIDED(MIN 1-HR RATING)
0.2" REQUIRED / PERSON
MAX 180 PERSONS
OPEN TO
BELOW
TRAVEL DISTANCE: 238'-0" TRAVEL DISTANCE: 238'-0"
STORAGE
200
ELEV
E01
ELEV
E02
DISPLAY
201
STAIR B
S202
STAIR A
S201
FIRE STANDPIPE AND HOSE VALVE
FIRE STANDPIPE AND HOSE VALVE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
FIRE SEPARATION & EXITING
SECOND FLOOR PLAN
1/16" = 1'-0"
G0-03
SECOND FLOOR
FIRE SEPARATION AND EXITING
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
LEGEND
GENERAL NOTES
A. REFER TO SHEET A4-01 FOR
ALL WALL TYPE DESIGNATIONS
& CONSTRUCTION ASSEMBLIES,
TYP
= TRAVEL DISTANCE
= 1 HOUR WALL
= 2 HOUR WALL
= 3 HOUR WALL
= 4 HOUR WALL
NORTH
REMOTE POINTTRAVEL DISTANCE: 246'-0" TRAVEL DISTANCE: 246'-0" AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
AISLE
36" WIDE DOOR
PROVIDED(MIN 1-HR RATING)
0.2" REQUIRED / PERSON
MAX 180 PERSONS
48" WIDE STAIR PROVIDED
0.3" REQUIRED / PERSON
MAX 160 PERSONS
48" WIDE STAIR PROVIDED
0.3" REQUIRED / PERSON
MAX 160 PERSONS
36" WIDE DOOR
PROVIDED(MIN 1-HR RATING)
0.2" REQUIRED / PERSON
MAX 180 PERSONS
STORAGE
300
ELEV
E01
ELEV
E02
DISPLAY
301
STAIR B
S302
STAIR A
S301
FIRE STANDPIPE AND HOSE VALVE
FIRE STANDPIPE AND HOSE VALVE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
FIRE SEPARATION & EXITING
THIRD FLOOR PLAN
1/16" = 1'-0"
G0-04
THIRD FLOOR
FIRE SEPARATION AND EXITING
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
LEGEND
GENERAL NOTES
A. REFER TO SHEET A4-01 FOR
ALL WALL TYPE DESIGNATIONS
& CONSTRUCTION ASSEMBLIES,
TYP
= TRAVEL DISTANCE
= 1 HOUR WALL
= 2 HOUR WALL
= 3 HOUR WALL
= 4 HOUR WALL
NORTH
X X
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E
W
scale: 1"=40'
Preliminary Cover Sheet
C1.0
CORPORATE WAY
SELF-STORAGE
±150,000 SF
3-STORY
INDEX OF DRAWINGS
OWNER
G&G LAND, LLC
2720 ROCKWELL DRIVE
DAVIS, CA 95618
DEVELOPER/APPLICANT
SACRAMENTO CORPORATE WAY, LLC
570 LAKE COOK ROAD SUITE 325
DEERFIELD, IL 60015
ATTN: MARGO CONLEY
[email protected]
PLANNER/ENGINEER
TSD ENGINEERING, INC
785 ORCHARD DRIVE, SUITE 110
FOLSOM, CA 95630
ATTN: CHRIS SCHULZE
[email protected]
ARCHITECT
SULLIVAN GOULETTE WILSON, LTD.
444 N. MICHIGAN AVENUE - SUITE 1850
CHICAGO, IL 60611
ATTN: MICHAEL AUFDERHEIDE
[email protected]
LANDSCAPE ARCHITECT
YAMASAKI LANDSCAPE ARCHITECTURE
1223 HIGH STREET
AUBURN, CA 95603
ATTN: JEFF AMBROSIA
[email protected]
SIGNAGE
VIXXO
2711 LBJ FREEWAY SUITE 400
FARMERS BRANCH,TX 75234
ATTN: RICK COX
[email protected]
SITE LIGHTING
CAPITAL CITY DESIGN INC
1751 CEBRIAN STREET
WEST SACRAMENTO, CA 95691
ATTN: TONY BAKER
[email protected]
OWNER/APPLICANT/CONSULTANT
CONTACT INFORMATION
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
BUILDING RENDERING
CONTEXT SITE PLAN
PROPERTY LEGAL DESCRIPTION:
BENCHMARK - 337-A2A (NGVD88):
CITY OF SACRAMENTO
6.166 FEET
BASIS OF BEARING
FEMA FLOOD ZONE:
NORTHN.T.S.
NOT TO SCALE
VICINITY MAP
SITE
CORPORATE WAY
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S E
W
scale: 1"=30'
Boundary & Existing Conditions Plan
C1.1
BENCHMARK - 337-A2A (NGVD88):
CITY OF SACRAMENTO
6.166 FEET
BASIS OF BEARING
PARK CITY DRIVE
___ CORPORATE WAY
APN: 031-0051-019
±2.269 AC
CORPORATE
W
AY
FEMA FLOOD ZONE:
X
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E
W
scale: 1"=60'
Preliminary Photo Exhibit
C1.2
CORPORATE
WAY
SELF-STORAGE
±150,000 SF
3-STORY
CONTEXT SITE PLAN
-
1SITE PHOTO
(NOT TO SCALE)
-
5SITE PHOTO
(NOT TO SCALE)
-
6SITE PHOTO
(NOT TO SCALE)
-
7SITE PHOTO
(NOT TO SCALE)
-
2SITE PHOTO
(NOT TO SCALE)-
3SITE PHOTO
(NOT TO SCALE)-
4SITE PHOTO
(NOT TO SCALE)-
12SITE PHOTO
(NOT TO SCALE)
-
8SITE PHOTO
(NOT TO SCALE)-
9SITE PHOTO
(NOT TO SCALE)-
10SITE PHOTO
(NOT TO SCALE)
-
13SITE PHOTO
(NOT TO SCALE)
-
14SITE PHOTO
(NOT TO SCALE)
-
12SITE PHOTO
(NOT TO SCALE)
X
X X
X
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E
W
scale: 1"=20'
Preliminary Site Plan
C2.0
SITE SUMMARY
BUILDING SUMMARY
PARKING SUMMARY
CODE
PROJECT NOTES & DETAILS:
DEVELOPMENT STANDARDS PROJECT SUMMARY
PROVIDED - BICYCLE PARKING
EXTERIOR SPACES = 0
PROJECT PARKING SUMMARY:
PARKING REQUIRED (17.608)
TOTAL VEHICLE PARKING REQUIRED = 1 SPACES
TOTAL BIKE PARKING REQUIRED = 0 SPACES
TOTAL PROVIDED VEHICLE PARKING - SUMMARY
TOTAL PARKING PROVIDED = 7 SPACES
SUBTOTAL EV PARKING - CBC CALGREEN - NONRESIDENTIAL MANDATORY ELECTRIC VEHICLE CHARGING 5.106.5.3
EV CAPABLE (EVC) PER TABLE 5.106.5.3.1 0
EV CHARGER (EVCS) PER TABLE 5.106.5.3.1 0
SUBTOTAL ACCESSIBLE PROVIDED PARKING - CBC 11B
PARKING STALL (PER 11B-208.2, TABLE 11B-208.2) 0 1 1
PROVIDED - PARKING SCHEDULE & SUMMARY
PARKING
FACILITY
SURFACE
STD
0 EVC
0 TOTAL
7 PARKING SPACE TYPE
ACCESSIBLE
VAN
1 EV PARKING
STD
0 EVCS
ACS
0 VAN
0 AMB
0 16
LOAD.
DOCK
2 0
PARKING
VEH
4 TOTAL 7
CORPORATE WAY
SELF-STORAGE
±152,625 SF
3-STORY
LANDSCAPE AND EXISTING
VEGETATION AREAS
BUILDING AREA
CONCRETE PAVEMENT
CONCRETE SIDEWALK/HARDSCAPE
BIORETENTION BASIN
ACCESSIBLE PATH OF TRAVEL
SITE DEVELOPMENT NOTES:
SITE LEGEND:
ASPHALT PAVEMENT
X
X
X
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
X
X
X
WB-40 - Intermediate Semi-Trailer
WB-40 - Intermediate Semi-Trailer
WB-40 - Intermediate Semi-Trailer
WB-40 - Intermediate Semi-Trailer
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E W
scale: 1"=30'
Preliminary Truck Access Plan
C2.1
-
ASU-30 TRUCK MOVEMENT
SCALE: 1" = 50'-0"-
BWB-40 TRUCK MOVEMENT
SCALE: 1" = 50'-0"
N
S
E W
scale: 1"=30'
FIRE TRUCK
TURN RADIUS
FIRE TRUCK LEGEND:
CORPORATE WAY
SELF-STORAGE
CORPORATE WAY
SELF-STORAGE
NOTE:
X
X X
X
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E
W
scale: 1"=20'
Preliminary Utility Plan
C3.0
CORPORATE WAY
SELF-STORAGE
±152,625 SF
3-STORY
DESCRIPTIONPROPOSEDEXISTING
LEGEND
WATER MAIN (PUBLIC)
FIRE WATER
FIRE SERVICE LINE
DOMESTIC WATER SERVICE
FIRE HYDRANT
WATER METER &
BACKFLOW DEVICE
FIRE DEPT CONNECTION
DOUBLE DETECTOR CHECK
SEWER LINE
SEWER MANHOLE
STORM DRAIN
STORM DRAIN MANHOLE
DROP INLET
FIRE TRUCK
TURN RADIUS
UTILITY NOTES
X
X X
X
C4.1
A
C4.1
B
C4.1
C
C4.1
D
C4.1E
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E
W
scale: 1"=20'
Preliminary Grading Plan
C4.0
CORPORATE WAY
SELF-STORAGE BLDG
FF=7.25
LANDSCAPE AND EXISTING
VEGETATION AREAS
ASPHALT PAVEMENT
BUILDING AREA
CONCRETE PAVEMENT
CONCRETE SIDEWALK/HARDSCAPE
BIORETENTION BASIN
ACCESSIBLE PATH OF TRAVEL
SITE LEGEND:
SELF-STORAGE BLDG
FF=7.25
SELF-STORAGE
BLDG
FF=7.25
SELF-STORAGE BLDG
FF=7.25
031-0051-015
JOANNE TEPPER SAFFREN
LIVING TRUST
031-0051-020
7405 GREENHAVEN
CORPORATE WAY
SELF-STORAGE
BLDG
FF=7.25
SELF-STORAGE
BLDG
FF=7.25
031-0051-020
7405 GREENHAVEN
031-0051-018
ASIAN COMMUNITY CENTER OF
SACRAMENTO VALLEY INC
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
Preliminary Grading Sections
C4.1
-
ATYPICAL GRADING SECTION
SCALE: 1" = 10'-
BTYPICAL GRADING SECTION
SCALE: 1" = 10'
-
CTYPICAL GRADING SECTION
SCALE: 1" = 10'
-
ETYPICAL GRADING SECTION
SCALE: 1" = 10'
-
DTYPICAL GRADING SECTION
SCALE: 1" = 10'
X
X X
X
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
TSD ENGINEERING, INC.
expect more.
N
S
E
W
scale: 1"=20'
Preliminary DMA Plan
C5.0
STORAGE SUMMARY
CORPORATE WAY
SELF-STORAGE BLDG
DMA A
±0.89 AC (38,839 SF)
ROOF AREA: 17,343 SF
BASIN AREA=1,241 SF
DMA B
±1.38 AC (60,062 SF)
BASIN AREA=4,124 SF
DESCRIPTIONPROPOSEDEXISTING
LEGEND
STORM DRAIN
STORM DRAIN MANHOLE
DROP INLET
BIORETENTION BASIN
TYPICAL BIO-RETENTION BASIN DETAILNOTES:
1. SEE SCHEDULE ABOVE FOR REQUIRED DEPTHS.
2. ELEVATIONS SHOWN ONLY FOR DESIGN RELATIONSHIPS.
FULL TRASH CAPTURE DEVICE
STORMWATER REQUIREMENTS
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
Lighting Fixture Schedule
E0.1
A
W1
S
SW1
W2
W2 S
W2W2W2 +20'+20'+20'
W1
+10'
W1
+10'
W2
+20'
W2
+20'
W2
+20'
W1+10'
W1
+10'
W2+20'
W2
+20'
W2
+20'
W2
+20'
S
S
S
S
W2+20'
W1+10'
W2 +20'W2 +20'W2 +20'
W2+20'
W2+20'
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
Site Plan - Lighting
E1.0
N
S
E
W
scale: 1"=20'
0.60.6 0.6
0.7 0.9 0.9 0.7
0.8 0.9 1.1 1.4 1.3 0.9 0.5
0.9 1.1 1.1 1.3 1.8 1.7 0.7 0.2
0.7 0.9 1.1 1.2 1.2 1.2 1.3 1.0 0.3 0.2 0.2
0.8 1.1 1.4 1.4 1.4 1.2 0.8 0.5 0.4 0.3 0.2 0.2
0.6 1.0 1.5 1.6 1.8 1.9 1.4 1.4 1.7 1.4 0.8 0.3 0.2 0.3 0.4
0.5 0.9 1.9 4.4 3.2 1.5 1.8 1.3 4.7 10.0 6.8 1.8 0.4 0.2 0.5 0.6
1.2 1.1 1.2 2.7 11.4 0.8 0.4 0.5 0.9 4.1 10.4 6.6 1.6 0.5 0.3 0.7 0.8 0.7
1.0 2.1 2.0 1.5 1.2 2.6 9.91.6 1.2 0.6 1.0 1.1 1.0
1.2 1.6 2.0 2.0 1.6 1.1 1.6 3.110.4 5.7 1.4 1.4 1.7 1.4 1.1
0.4 0.5 0.7 0.9 1.0 1.1 1.0 1.0 1.2 1.3 1.3 1.3 1.3 1.4 1.5 1.4 1.3 1.3 1.3 1.4 1.6 1.7 1.9 1.9 1.2 1.0 1.0 1.113.0 6.2 1.2 1.7 2.3 1.7 1.3
0.5 0.6 0.8 1.0 1.3 1.4 1.4 1.5 1.6 1.7 1.8 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.8 1.9 2.0 2.02.0 2.7 2.3 1.6 1.1
0.7 1.0 1.3 1.5 1.8 1.5 1.8 1.8 1.8 2.0 2.1 2.1 2.1 1.9 2.1 2.1 2.0 2.0 2.0 2.0 2.2 2.2 2.21.7 3.1 2.5 1.7 1.1
0.7 1.0 1.4 1.7 1.6 1.5 1.9 1.6 1.3 1.5 2.0 2.0 1.5 1.3 1.5 1.9 1.6 1.0 1.6 2.0 2.4 2.4 2.02.4 2.6 1.8 1.2
0.6 0.9 1.3 1.4 1.3 0.02.3 2.2 1.9 1.3 0.8
0.6 1.0 1.4 1.6 1.62.2 2.2 1.5 1.3 0.8
0.7 1.0 1.3 1.4 1.22.4 1.9 1.3 1.0 0.8
0.8 1.0 1.2 1.2 0.82.0 1.7 1.2 0.8 0.6
0.8 1.0 1.3 1.2 0.81.3 1.4 1.1 0.8 0.5 0.3
0.8 1.1 1.4 1.2 0.81.0 1.0 0.9 0.7 0.5 0.3
1.2 1.6 1.9 1.01.0 0.9 0.8 0.6 0.4 0.3
1.3 1.8 2.0 1.52.2 1.5 0.8 0.5 0.3 0.2
1.3 1.9 2.3 2.8 0.99.8 3.2 0.8 0.4 0.3 0.2
1.2 1.8 2.3 2.4 1.315.0 4.1 0.8 0.4 0.2 0.2
1.1 1.5 2.0 2.0 1.96.9 2.7 0.8 0.4 0.2 0.1 0.1
0.9 1.2 1.7 1.6 1.44.4 2.3 0.8 0.4 0.2 0.1 0.1
0.8 1.1 1.3 1.4 0.8 0.013.2 3.7 0.9 0.4 0.3 0.1 0.1
0.8 1.0 1.2 1.3 1.2 0.9 1.5 1.9 1.6 1.3 1.6 2.1 2.1 1.7 1.5 1.9 2.1 1.7 1.4 1.3 1.7 2.1 1.8 1.4 1.4 1.7 1.9 1.5 1.0 0.9 0.8 0.9 1.2 1.7 1.5 0.9 0.8 13.8 4.2 2.2 1.6 0.7 0.4 0.2
0.9 1.1 1.2 1.2 1.3 1.5 1.8 1.8 1.9 2.1 2.1 2.2 2.2 2.2 2.1 2.2 2.0 1.9 1.9 2.0 2.1 2.0 2.0 1.9 1.8 1.9 1.6 1.5 1.2 1.2 1.3 1.4 1.5 1.4 1.4 1.2 4.7 3.1 2.4 2.0 1.2 0.7 0.4
0.7 0.9 1.0 1.0 1.1 1.4 1.5 1.6 1.7 1.8 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.7 1.7 1.8 1.8 1.8 1.7 1.6 1.7 1.7 1.6 1.3 1.1 1.0 1.2 1.3 1.3 1.2 1.1 1.4 1.7 1.8 1.8 1.6 1.1 0.8 0.4
0.6 0.7 0.8 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.3 1.4 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.1 0.9 0.9 0.9 0.9 0.9 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.9 0.7 0.4
0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.0 0.9 1.0 1.0 1.1 1.0 1.0 1.0 1.1 1.0 0.9 0.9 0.9 1.0 1.0 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.4 785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
City of Sacramento, CA
Proposed
By:AUGUST 2, 2024 - ENTITLEMENTS - SECOND SUBMITTAL
CORPORATE WAY SELF STORAGE
In Association
With:
Site Plan - Photometric
E1.1
N
S
E
W
scale: 1"=20'
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A0-00
PLAT OF SURVEY
NOT TO SCALE
SCALE:1
PLAT OF SURVEY
NOT TO SCALE
409.84'
201.00'
185.00'
192.38'
106.00'
241.83'
25'-0" LANDSCAPE SETBACK
BUILDINGENTRY
OFFICE
600 SF
LOADINGENTRY
ADJACENT LOT
MERRYHILL
PRESCHOOL
ZONED C2-PUD
ADJACENT LOT
MEALS ON WHEELS
OFFICE
ZONED OB-EA-3-PUD
ACROSS STREET LOT
OFFICE
ZONED OB-EA-3-PUD
ACROSS STREET LOT
OFFICE
ZONED OB-EA-3-PUD
ACROSS STREET LOT
OFFICE
ZONED OB-EA-3-PUD
2 STORY
8'-6"
57'-0"
36'-7"
20' - 0"DRIVE
25'-0"SB
200'-2"
8'-6"
8'-6"
324'-7"
8'-6"
33'-6"
138'-0"
40'-0"SB
26'-3"
20' FIRE LANETWO-WAY TRAFFIC
20' FIRE LANE
BUILDINGEXIT
BUILDING
EXIT
20'-0"DRIVE
37'-0"
15'-6"
25'-0"DRIVE
21 25
17 20
10 TYP
16 8
33 15
20 19
12 1
1 3
4 2
5 32
15 13
14 20
18 18
9 CORPORATE WAY
TWO-WAY TRAFFIC
ELEVATORSELEVATORS
2 STORY
18'-0"
9'-0"8'-0"9'-0" 9'-0" 9'-0"
12'-3"
11'-0"
22 22
22 22
22 22
22 22
23 24
26 1
11 TYP
1 27
27 27
9'-0"
18'-0"
15'-0"SB
8'-3"
ELEC
WATER
MANAGER
APARTMENT
900 SF
STAIRS
STAIRS
LOADING BAY
1 CORPORATE WAY
2 & 3-STORY, CLIMATE CONTROLLED,
SELF-STORAGE
152,625 GSF
26 20' FIRE LANETWO-WAY TRAFFIC
1 ADJACENT LOT
PARKING
ZONED OB-EA-3-PUD
29 28
30 30
2 A0-02
1 A0-02
31 33
6 6
6 A0-02
7 A0-02
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:2
ARCHITECTURAL SITE PLAN
1" = 30'-0"
A0-01
SITE PLAN
0 30' 60'20'10'
SCALE: 1" = 30'
NORTH
PROJECT
LOCATION
TRUE
NORTH
SCALE:1
VICINITY LOCATION MAP
NOT TO SCALE
BIORETENTION BASIN
DOMESTIC WATER METER (SEE CIVIL)
IRRIGATION METER (SEE CIVIL)
FIRE DEPARTMENT CONNECTION
(SEE CIVIL)
NEW STREET LIGHT
8' HIGH METAL PICKET FENCE
KNOX BOX
TRASH AREA W/ (3) RECEPTACLES
STANDPIPE IN STAIR
LONG-TERM BICYCLE PARKING SPACES (2)
SHORT-TERM BICYCLE PARKING SPACES (2)
PEDESTRAIN GATE
16 17
18 19
21 22
23 24
25 26
27 28
29 30
LANDSCAPED AND GRASS LAWN
MANAGER PARKING
MANAGER PATIO
W/ 6' METAL PANEL PRIVACY FENCE
PRIVATE FIRE HYDRANT
PRIVATE FIRE HYDRANT - WITHIN
DISTANCE TO FEC ON WALL AT WATER
ROOM
EXISTING FIRE HYDRANT
EXISTING SIDEWALK
EXISTING 6' HIGH MASONRY SOUNDWALL
ON ADJACENT PROPERTY LINE
EXISTING STREET LIGHT
ACCESSIBLE ROUTE LINE
12 13
14 15
PROPERTY LINE
ASPHALT PAVED DRIVE & PARKING AREA
SIDEWALK
PAINTED PARKING LINES AND STRIPING
6 FT HIGH MASONRY TRASH ENCLOSURE
W/ (3) RECEPTACLES
24' WIDE PIVOT GATE WITH KNOX BOX
BOLLARD (SEE 8/A0-02)
TRANSFORMER
MONUMENT SIGN - BY OWNER
UNDERGROUND DETENTION STRUCTURES
(2)
STREET SIGNAGE (SEE CIVIL)
1 3
5 8
9 10
SITE PLAN KEYNOTES
2 4
6 7
20 11
31 32
33 5'-10"
8"
1'-4"
EMBED GATE POST
3'-0" INTO FOOTING
3'-6"
STEEL REINFORCEMENT
EXPOSTED CONCRETE
FOUNDATION - CHAMFER
CORNER @ INSIDE FACE
ASPHALT PAVING
CONT. #5 BARS,
TOP AND BOTTOM
1'-4" x 1'-4" x 3'-6"
DEEP FOOTING
6'-0"
PAVEMENT AS
SPECIFIED - REFER
TO CIVIL DRAWINGS
GATE POST BEHIND
STANDING SEAM ROOF
PURLIN
RAKE TRIM 18'-10"
7'-11"
15'-6"
MO
1 TYP
3 A0-02
4 A0-02
1'-0"
7'-3"
17'-6"
5 1'-0"
6'-8"
6'-0"
1 TYP
4 2'-6"
6 TYP
2 8
5 A0-02
1'-0"1'-0"
3'-0"
4"
4 39
6 7
6'-0"
5'-8"
GATE
1 TYP8
6 7
3 TYP
CL CL
CL
CL CL
9'-0"
3'-0"
4'-0" 4'-0"
CL
9'-0"
8 6'-0" 2'-6" 2'-6" 6'-0"
19'-0"
CL
CL
1'-0"6'-0"1'-4" 8'-9"
1'-0" 1'-0"
3'-4" 1'-0"CL
CL CL
CL
3'-0"
15'-0"
CL
6'-0" 2'-6" 2'-6" 6'-0"
3'-4" 1'-0"
CL CL
1'-0" 1'-0"
CLCL
19'-0"5'-6" 1'-0" 6'-0"
3'-0"
15'-0"
CL
CL
CL 2'-5 1/2"
10 10
2 2 22
11 11
12 12
1313
14 14
1 TYP
15 15
15 15
8 8
16 16
17 1717 17
20 20
18 18
1'-6"
1'-6" 1 TYP
1818
CLCL
5 A0-03
SLOPE,
SEE CIVIL
TRASH
64 GAL
RECYCLING
64 GAL
ORGANIC
RECYCLING
64 GAL
TRASH
3 YARD BIN
RECYCLING
3 YARD BIN
MOUNTED ON OPERATOR
MOUNTED ON BOLLARD
FREE EXIT FROM INTERIOR FREE EXIT FROM INTERIOR
MOUNTED ON OPERATOR
MOUNTED ON BOLLARD
1 A0-03
1 A0-03
2 A0-03
2 A0-03
4 A0-03
COMPLIANT WITH §13.10
COMPLIANT
WITH §13.2
AND §17.616
4'-0"
CL
ORGANIC
RECYCLING
64 GAL
ROOF SLOPE 1/2" PER FT
19 19
NOTE: TRASH ENCLOSURE IS FOR
OFFICE USE ONLY, NOT ACCESSIBLE
TO CUSTOMERS, AND IS TO BE
LOCKED AT ALL TIMES.
1'-6" DIA
3'-6" 3'-6"
PAVEMENT
6"Ø STEEL PIPE
CONCRETE FILLED
BOLLARD
CONCRETE FOUNDATION
STOP 4" BELOW TOP OF
PAVEMENT
"SAFETY YELLOW"
PLASTIC PROTECTIVE
COVER BOLLARD (SEE 8/A0-02)
ASPHALT PAVED DRIVE & PARKING AREA
PAINTED STEEL GATES: TUBE STEEL
FRAME WITH PRE-FINISHED CORRUGATED
SIDING INFILL (BOX RIB)
PROVIDE 1" DIA. - 6" LONG GALV. PIPE
EMBEDDED IN CONC. FOR CANEBOLT
CONCRETE SLAB, SLOPE TO DRAIN
CONCRETE MASONRY UNIT WALLS, PAINT
TO MATCH BUILDING PANEL MP-03
PREFINISHED MTL ROOF W/ EDGE TRIM
MATCH BUILDING PANEL MP-03.
ADJACENT BUILDING WALL
OPEN SPACE AT BOTTOM OF GATE
PROPERTY LINE
VERTICAL LIFT GATE (SUNPOWER GATE
STYLE #2002 TUBULAR W/ PRESSED
POINTS) W/ EVAC ACCESS SYSTEM
AUTOMATIC GATE OPERATOR
(SUNPOWER MODEL C-50)
PTI ACCESS KEYPAD BOLLARD
PEDESTRIAN GATE W/KNOX BOX
CONTAINING GATE KEY
8' HIGH TUBULAR METAL PICKET FENCE
6'-0" x 3'-0" x 3'-0" DEEP CONCRETE PAD
FOR GATE OPERATOR, VERIFY SIZE W/
MANUFACTURER AND DEPTH WITH LOCAL
FROST LINE
SAFETY LOOP EMBEDDED IN PAVEMENT
PHOTO EYES - INTERIOR SIDE OF GATE,
HARDWIRED, 2'-0" ABOVE GRADE
PROVIDE ALL REQUIRED FIRE
DEPARTMENT GATE ACCESS
GATES TO BE AC POWERED, W/KEY
OVERRIDE SWITCH (KNOX) AND RADIO
OPERATED CONTROLLER (CLICK2ENTER).
1 3
5 ENLARGED SITE KEYNOTES
2 4
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
MANAGER PATIO
ENLARGED PLAN
1/4" = 1'-0"
A0-02
SITE PLAN DETAILS
1' 0 2' 4' 8'
SCALE: 1/4" = 1'-0"
.5' 0 1' 2' 4'
SCALE: 1/2" = 1'-0"
0 .25' .5' 1'
SCALE: 1 1/2" = 1'-0"
SCALE:2
TRASH ENCLOSURE
ENLARGED PLAN
1/4" = 1'-0"
SCALE:3
TRASH ENCLOSURE
FRONT ELEVATION
1/4" = 1'-0"
SCALE:4
TRASH ENCLOSURE
SIDE ELEVATION
1/4" = 1'-0"
SCALE:5
TRASH ENCLOSURE
WALL SECTION
1/2" = 1'-0"
NORTH
SCALE:8
BOLLARD SECTION DETAIL
1 1/2" = 1'-0"
SCALE:6
ENLARGED PLAN
AT SECURITY GATE
1/4" = 1'-0"SCALE:7
ENLARGED PLAN
AT SECURITY GATE
1/4" = 1'-0"
3'-6" 8'-0"
LENGTH VARIES
1'-6"
1'-1"
PAD TO PAD WILL VARY WITH GATE LENGTH 7'-0"
4'-0"
8" SETBACK
6" MIN
FACE OF OPERATOR TO FACE OF YOKE
CLEAR OPENING VARIES
3" SETBACK
MIN
10"
5"
4'-0"3'-0"
3'-0" 2" HINGE CLEARANCE
1'-0" 3'-0" 8'-0"
18 3
4"
24 1
4"
7'-1"
2"
3' 7/8"
TYP
1'-9"
9" 1'-0"
2'-0" 3'-6"
CL
CONCRETE OPERATOR PAD
GRADE PAD LEVEL
ELEVATION VIEW
FROM PRIVATE SIDE
PLAN VIEW
PRIVATE SIDE
PUBLIC SIDE
R.H. OPERATOR
NOTES:
1. GATE TO BE 8' HIGH SUNPOWER GATE STYLE #2002 W/
PRESSED POINTS
2. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS OF GATE
FOR APPROVAL PRIOR TO FABRICATION
3. REFER TO AUTOGATE SPECIFICATIONS FOR ALL SIZING
4. SEE ARCHITECTURAL SHEET A0-02 FOR GATE LAYOUT
NOTES:
1. GATE TO BE 8' HIGH AMERISTAR
(WWW.AMERISTARFENCE.COM)
MONTAGE COMMERCIAL INVINCIBLE GATE
2. CONTRACTOR IS TO SUBMIT SHOP
DRAWINGS OF GATE FOR APPROVAL PRIOR
TO FABRICATION
MIN. FOOTING DEPTH
3"6'-0"3'-6"
6" EQ EQ 6"
1'-6"
2"
CL
WIND BRACINGSTYLE "E" YOKE SHOWN
PROVIDE 45" MINIMUM
CLEARANCE FOR MAINTENANCE
ACCESS DOOR SWING
REINFORCED CONCRETE FOOTING
5" ABOVE GRADE (TYP)
3" WITH MILLER EDGE
GATE GUARD
1-1/2" FORERUNNER RAIL
BARRIER SCREEN (REQUIRED)
SECURITY FINIALS, TYP
ASPHALT PAVING
PROVIDE 7" MINIMUM CLEARANCE
FOR BARRIER GUARD
CONCRETE OPERATOR PAD
1-1/2" MONTAGE PLUS TUBULAR RAIL
2 x 2 WELDED WIRE MESH,
WELD TO INSIDE OF GATE
2-1/2" 14GA. POST
GATE UPRIGHT 2" x 11 GA.
BX118 END BRACKET
WELD ON BOX HINGE
REINFORCED CONCRETE
FOUNDATION
CONDUIT
KEYPAD
SQUARE TUBE STEEL KEYPAD
COLUMN, PAINTED BLACK
3/4" 14GA. TUBULAR PICKET
CONCRETE FOOTING
ALUMINUM MOUNTING
PANEL, WELD TO GATE
BRUSHED STAINLESS STEEL STANDARD
LOCK SET. DOOR HARDWARE IS FREE
EXIT INTERIOR AND KEYED EXTERIOR.
DOOR TO HAVE CLOSURE
METAL PANEL, BOTH SIDES
CONCRETE FOOTING
BASE PLATE
CONCRETE SLAB
STEEL CHANNELS @ TOP, MIDDLE & BOTTOM
PAVEMENT AS SPECIFIED -
REFER TO CIVIL DRAWINGS
VARIES
5'-9" 6"
METAL PANEL
CONCRETE FOOTING
BASE PLATE
4'-0"
KNOX BOX MOUNTED 48" ABOVE GRADE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A0-03
FENCE & GATE DETAILS
.5' 0 1' 2' 4'
SCALE: 1/2" = 1'-0"
SCALE:1
PIVOT GATE DETAIL
1/2" = 1'-0"SCALE:2
SWING GATE & FENCE DETAIL
1/2" = 1'-0"
SCALE:3
KEYPAD DETAIL
1/2" = 1'-0"
SCALE:5
MANAGER PATIO
WALL SECTION
1/2" = 1'-0" SCALE:4
MANAGER PATIO
ELEVATION
1/2" = 1'-0"
10 x 30
10 x 3010 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30
10 x 30 10 x 30 10 x 30 10 x 30 10 x 30 10 x 30 10 x 30 10 x 30 10 x 30 10 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 2010 x 20 10 x 20 10 x 20 10 x 10
10 x 20
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x 5
10 x 20
10 x 10
10 x 20
5 x
10 10 x 30
10 x 30
5 x 10
10 x 30
5 x 5
10 x 15
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
5 x 5
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 5 5 x 5
5 x 5 5 x 5
5 x 5 5 x 5
5 x 5 5 x 5
5 x 10
5 x 10
5 x 10
5 x 10
10 x 15
5 x
10 10 x 20
10 x 30
10 x 30
10 x 15
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5 5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 10 x 20 5 x 5
5 x 5
5 x 10
10 x 15 10 x 15 10 x 1510 x 1510 x 1510 x 1510 x 1510 x 1510 x 1510 x 15 10 x 15 10 x 15 10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 15
10 x 2010 x 2010 x 2010 x 2010 x 20
10 x 15
5 x 5 5 x 5
5 x 5 5 x 5
5 x 10
10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 5 x 5
5 x 5
5 x 5
10 x 15
10 x 15
5 x 55 x 5
5 x 55 x 5
5 x 55 x 5
5 x 55 x 5
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 10
5 x 10
5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 5 5 x 5
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
10 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 2010 x 20 10 x 20 10 x 20 10 x 2010 x 2010 x 2010 x 20 10 x 10 10 x 10 10 x 10 10 x 10
5 x 5
5 x 5
7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 7.5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 10 x 10
5 x 5 5 x 5
5 x 10
5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
10 x 20
10 x 10
10 x 20
10 x 10
10 x 20
10 x 10
10 x 20
10 x 10
7.5 x
10 10 x 25
10 x 25
10'-0"
10'-0"
313'-8"
333'-8"
78'-0"30'-8"30'-0"
198'-8"
148'-8"20'-0"30'-0"
175'-8" 43'-2" 66'-10" 28'-0" 10'-0"
5'-0"
5'-0"5'-0"5'-0"5'-0"
BRACE FRAME WALL
BRACE FRAME WALL
BRACE FRAME WALL
BRACE FRAME WALL
10'-0"
40'-0"10'-0"
10'-0"
DS
DS
DS DS
DS
DS
DS
W/D
OFFICE
101
600 SF
STORAGE
100
BREAK
102
100 SF
JAN.
105
TOILET
104
MANAGER
APARTMENT
110
900 SF
WATER
106
75 SF
ELEC
107
75 SF
60 SF
LOADING
108
1,626 SF
ELEV
E01
ELEV
E02
ELEV MACH
109
154 SF
TOILET
103
STAIR A
S101
STAIR B
S102
EMERGENCY RESPONDER RADIO COVERAGE MAY BE REQUIRED.
TESTING SHALL BE CONDUCTED BY AN AUTHORIZED TECHNICIAN
TO VERIFY COMPLIANCE WITH SECTION 510, CALIFORNIA FIRE
CODE. THIS TEST SHALL VERIFY THAT THE BUILDING WILL
SUPPORT THE SACRAMENTO CITY FIRE DEPARTMENT RADIO
COMMUNICATION SYSTEM. THIS TEST SHALL BE PERFORMED IN
ACCORDANCE WITH CALIFORNIA FIRE CODE SECTION 510.4.1.
FIRST FLOOR PLAN
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
FIRST FLOOR PLAN
1/16" = 1'-0"
A1-01
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
NORTH
10 x 15
10 x 15
10 x 10
10 x 15
10 x 15
10 x 10
10 x 15
5 x 5
5 x 5
5 x 5
5 x 5
10 x 1010 x 1010 x 10
10 x 1010 x 1010 x 1010 x 1010 x 1010 x 1010 x 1010 x 1010 x 1010 x 10 10 x 15 10 x 15
5 x 5
10 x 15
10 x 15
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 15
10 x 15
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 15
10 x 15
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 15
10 x 15
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 10 10 x 10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
10 x 10
5 x
10 5 x
10 10 x 10
10 x 10
5 x
10 5 x
10 10 x 10
10 x 10
5 x
10 5 x
10 5 x
10 10 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 5 5 x 5
5 x 5 5 x 5
5 x 5 5 x 5
5 x 10
5 x 10
5 x 5 5 x 5
5 x
10 5 x
10 5 x
10 5 x
1010 x 10 10 x 10 10 x 10 10 x 10
10 x 10
5 x
10 5 x
10 5 x
10 5 x
10 5 x 10
5 x 10
5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 10
5 x 10
5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x
10 10 x 10
5 x 10
5 x 10
5 x 10
5 x 10
10 x 15
5 x
10 10 x 15 10 x 15
5 x 10
5 x 5 5 x 5
5 x 10
5 x 5 5 x 5
5 x 10
5 x 5 5 x 5
5 x 5 5 x 5
5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x 10
5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
10 x 10
7.5 x
10 7.5 x
10 10 x 15
10 x 15
10 x 10
10 x 10
10 x 15
7.5 x
10 7.5 x
10 7.5 x
10 10 x 155 x
10 5 x 10
5 x 5 5 x 5
5 x 5
5 x 5 5 x 5
5 x 5
5 x 55 x 5
5 x 5
10 x 1510 x 1510 x 15
7.5 x 10
7.5 x 10
10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15
7.5 x 10
7.5 x 10
10 x 10
10 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
10 x 15
10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10 10 x 10
7.5 x 10
7.5 x 10
10 x 1510 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 5 x 105 x 10 5 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
10 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x 55 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
7.5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x 105 x 105 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10
10 x 15
5 x 10 5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 10
5 x 10 5 x 10 5 x 10 5 x 10 5 x 10
5 x 5 5 x 5
5 x 5 5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
10 x 10 10 x 10
5'-0"
5'-0"
BRACE FRAME WALL
BRACE FRAME WALL
BRACE FRAME WALL
BRACE FRAME WALL
5'-0"5'-0"5'-0"5'-0"5'-0"
5'-0"
5'-0"
5'-0"
10'-0"
10'-0"
313'-8"
333'-8"
78'-0"30'-8"30'-0"
198'-8"
148'-8"20'-0"30'-0"
175'-8" 43'-2" 66'-10" 28'-0" 10'-0"
10'-0"
40'-0"10'-0"
10'-0"
5'-0"
5'-0"
5'-0"
DS
DS
DS
DS
DS DS
DS
OPEN TO
BELOW
STORAGE
200
DISPLAY
201
ELEV
E01
ELEV
E02
STAIR A
S201
STAIR B
S202
EMERGENCY RESPONDER RADIO COVERAGE MAY BE REQUIRED.
TESTING SHALL BE CONDUCTED BY AN AUTHORIZED TECHNICIAN
TO VERIFY COMPLIANCE WITH SECTION 510, CALIFORNIA FIRE
CODE. THIS TEST SHALL VERIFY THAT THE BUILDING WILL
SUPPORT THE SACRAMENTO CITY FIRE DEPARTMENT RADIO
COMMUNICATION SYSTEM. THIS TEST SHALL BE PERFORMED IN
ACCORDANCE WITH CALIFORNIA FIRE CODE SECTION 510.4.1.
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
SECOND FLOOR PLAN
1/16" = 1'-0"
A1-02
SECOND FLOOR PLAN
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
NORTH
10 x 15
5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 10 x 15
10 x 1010 x 1010 x 10
10 x 1010 x 1010 x 10
10 x 10
10 x 15
10 x 15
10 x 10
10 x 15
10 x 15
10 x 1010 x 1010 x 10
10 x 15 10 x 15
10 x 15
5 x
10 5 x
10 5 x
10 5 x
10 10 x 15
10 x 1010 x 10
10 x 1010 x 10
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 15
5 x
10 5 x
10 5 x
10 5 x
10 10 x 15
10 x 1010 x 10
10 x 1010 x 10
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 15
5 x
10 5 x
10 5 x
10 5 x
10 10 x 15
10 x 1010 x 10
10 x 1010 x 10
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
10 x 15
5 x
10 5 x
10 5 x
10 5 x
10 10 x 15
10 x 1010 x 10
10 x 1010 x 10
10 x 10
10 x 15
10 x 15
10 x 10
10 x 1010 x 10
10 x 15 10 x 15
5 x
10 5 x
10 10 x 10
10 x 10
10 x 10
5 x
10 5 x
10 10 x 10
10 x 10
10 x 10
5 x
10 5 x
10 10 x 10
10 x 10
10 x 10
5 x
10 5 x
10 5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 10 x 10
5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 5 5 x 5
5 x 5 5 x 5
5 x 5
5 x 5
5 x 5 5 x 5
5 x 5 5 x 5
5 x 5 5 x 5
5 x 10
5 x 10
5 x 5 5 x 5
5 x
10 5 x
10 5 x
10 5 x
1010 x 10 10 x 10 10 x 10 10 x 10
5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x
10 5 x 10
5 x 10
5 x
10 5 x
10 5 x
10 5 x
10 10 x 10
10 x 10
10 x 10
10 x 15
5 x
10 10 x 15 10 x 15
10 x 10
10 x 15
10 x 10
10 x 15
10 x 10
10 x 15 10 x 15
10 x 10
7.5 x
10 7.5 x
10 7.5 x
10 5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
7.5 x
10 7.5 x
10 7.5 x
10 5 x 10
5 x 5
5 x 5
10 x 15
10 x 15
10 x 10
10 x 10
10 x 15
10 x 15
5 x 10
5 x
10 10 x 10
5 x 5
5 x 5 7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 10
5 x 10
5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
10 x 10
10 x 15
5 x 10
10 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
5 x 10
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
10 x 15
5 x 10
10 x 10
10 x 10
5 x 5
5 x 5
5 x 5
5 x 5
10 x 15
10 x 10
10 x 10
5 x 5
5 x 5
10 x 15
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
10 x 15 10 x 15 10 x 15
10 x 15
5 x
10 10 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 10
5 x 10
5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
7.5 x 10
7.5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
10 x 10
7.5 x 10
7.5 x 10
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 5
5 x 55 x 10
5 x 55 x 5
5 x 5
5 x 5 5 x 5
5 x
10 7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
7.5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
5 x 10
10 x 15
10 x 10
10 x 10
10 x 15
5 x 10
10 x 10
10 x 10
10 x 10
10 x 10
5 x 10
5 x 10
5 x 5 5 x 5
5'-0"
5'-0"
BRACE FRAME WALL
BRACE FRAME WALL
BRACE FRAME WALL
BRACE FRAME WALL
10'-0"
10'-0"
313'-8"
333'-8"
78'-0"30'-8"30'-0"
198'-8"
103'-8"45'-0"30'-0"
175'-8" 43'-2" 66'-10" 13'-0" 15'-0"
10'-0"
40'-0"10'-0"
10'-0" 10'-0"
20'-0"
5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
DS
DS
DS
DS
DS
STORAGE
300
DISPLAY
301
ELEV
E01
ELEV
E02
STAIR A
S301
STAIR B
S302
EMERGENCY RESPONDER RADIO COVERAGE MAY BE REQUIRED.
TESTING SHALL BE CONDUCTED BY AN AUTHORIZED TECHNICIAN
TO VERIFY COMPLIANCE WITH SECTION 510, CALIFORNIA FIRE
CODE. THIS TEST SHALL VERIFY THAT THE BUILDING WILL
SUPPORT THE SACRAMENTO CITY FIRE DEPARTMENT RADIO
COMMUNICATION SYSTEM. THIS TEST SHALL BE PERFORMED IN
ACCORDANCE WITH CALIFORNIA FIRE CODE SECTION 510.4.1.
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
THIRD FLOOR PLAN
1/16" = 1'-0"
A1-03
THIRD FLOOR PLAN
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
NORTH
10'-0"
10'-0"
313'-8"
323'-8"
128'-0"30'-8"30'-0"
198'-8"
148'-8"20'-0"30'-0"
175'-8" 40'-8" 86'-6" 10'-10" 10'-0"
DS
DS
DS DS
DS
DS
SLOPE 1/4" / 12" SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12" SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
DOWNSPOUT, TYP.
REFLECTIVE ROOF SURFACE
10 FT MECHANICAL
EQUIPMENT SETBACK
FROM PARAPET
DS
ROOF ACCESS HATCH
SCREENED MECHANICAL EQUIPMENT SCREENED MECHANICAL EQUIPMENT SOLAR READY AREA = 16% OF ROOF AREA
ELEVATOR OVERRUN ROOF
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
SCALE:1
ROOF PLAN
1/16" = 1'-0"
A1-04
ROOF PLAN
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
NORTH
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
9 TYP 16 8 TYP3 TYP
5 TYP
4 TYP
7 11 13 TYP
1 TYP
3 TYP
1 TYP
2 TYP
2 TYP
2 TYP
3 TYP
3 TYP
16 16 512 TYP 10 TYP13 TYP
10 TYP13 TYP
13 TYP
9 TYP
9 TYP
8 TYP
8 TYP
8 TYP
7 TYP
7 17 TYP
14 16
4 TYP
1 TYP
6 14
19 15 TYP
17 TYP 106 TYP
6 TYP
51 TYP
18 18
18 TYP
20'-0"
TYP
20'-0"
TYP
10'-0"
20'-0"
TYP
10'-0"
TYP
20'-0"
TYP
10'-0"
TYP
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
METAL PANEL - COLOR 1 (MP-01),
COLOR: ESS "SNOW WHITE"
METAL PANEL - COLOR 2 (MP-02),
COLOR: ESS "TUNDRA"
METAL PANEL - COLOR 3 (MP-03),
COLOR: ESS "SLATE GRAY"
METAL PANEL - COLOR 4 (MP-04),
COLOR: ESS "BURNISHED SLATE"
ALUMINUM STOREFRONT SYSTEM
- MFR: KAWNEER
- COLOR: BLACK ANODIZED
ALUMINUM FAUX WINDOW SYSTEM
- MFR: KAWNEER
- COLOR: BLACK ANODIZED
METAL CANOPY, COLOR: TO MATCH
SHERWIN WILLIAMS 7069 IRON ORE
METAL COPING, COLOR: TO MATCH WALL
BELOW
GUTTERS & DOWNSPOUTS,
COLOR: TO MATCH ADJACENT WALL
HOLLOW METAL SERVICE DOOR,
COLOR: TO MATCH ADJACENT WALL
ALUMINUM STOREFRONT DOOR,
COLOR: TO MATCH STOREFRONT
LOADING DOORS
LIGHT FIXTURE
TRASH ENCLOSURE (SEE SHEET A0-02)
BOLLARD
SIGNAGE - BY OWNER
FIBER CEMENT PANEL
- MFR: NICHIHA PANEL
- COLOR: PLYMOUTH BRICK - CRIMSON
ROOFTOP MECHANICAL SCREENING
CMU
1 3
5 8
9 10
11 ELEVATION KEYNOTES
NOTE: KEYED NOTES BELOW APPLY TO
MULTIPLE SHEETS AND MAY NOT BE
APPLICABLE TO THIS SHEET
12 2
4 6
7 13
14 15
16 17
18 19
SCALE:1
NORTHEAST ELEVATION
1/16" = 1'-0"
A2-01
BUILDING ELEVATIONS
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
SCALE:2
SOUTHEAST ELEVATION
1/16" = 1'-0"
SCALE:3
SOUTHWEST ELEVATION
1/16" = 1'-0"
SCALE:4
NORTHWEST ELEVATION
1/16" = 1'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
T/ FIRST FLOOR
EL: +0'-0"
T/ SECOND FLOOR
EL: +12'-0"
T/ LOW PARAPET
EL: +36'-0"
T/ THIRD FLOOR
EL: +23'-0"
T/ ROOF DECK
EL: +34'-0"
T/ PARAPET
EL: +38'-0"
T/ HIGH PARAPET
EL: +41'-0"
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-11
NIGHTTIME LIGHTING EXHIBIT
4' 0 8' 16' 32'
SCALE: 1/16" = 1'-0"
SCALE:1
NIGHTTIME LIGHTING DIAGRAM
NORTHEAST ELEVATION
1/16" = 1'-0"
SCALE:2
NIGHTTIME LIGHTING DIAGRAM
SOUTHEAST ELEVATION
1/16" = 1'-0"
SCALE:3
NIGHTTIME LIGHTING DIAGRAM
SOUTHWEST ELEVATION
1/16" = 1'-0"
SCALE:4
NIGHTTIME LIGHTING DIAGRAM
NORTHWEST ELEVATION
1/16" = 1'-0"
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-21
RENDERINGS
NOT TO SCALE
SCALE:1
NORTHEAST PERSPECTIVE
NOT TO SCALE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-22
RENDERINGS
NOT TO SCALE
SCALE:1
NORTHWEST PERSPECTIVE
NOT TO SCALE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-23
RENDERINGS
NOT TO SCALE
SCALE:1
LOADING AREA PERSPECTIVE
NOT TO SCALE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-31
SIGNAGE PACKAGE
NOT TO SCALE
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-32
SIGNAGE PACKAGE
NOT TO SCALE
METAL PANEL - COLOR 1 (MP-01)METAL PANEL - COLOR 2 (MP-02)METAL PANEL - COLOR 3 (MP-03)
ALUMINUM STOREFRONT SYSTEMMETAL CANOPY
COLOR: TO MATCH SW 7069 "IRON ORE" MFR: KAWNEER
COLOR: BLACK ANODIZED
INSULATED GARAGE DOOR
COLOR: BLACK ANODIZED
FIBER CEMENT PANEL
MFR: NICHIHA PANEL
COLOR: PLYMOUTH BRICK - CRIMSON
METAL PANEL - COLOR 4 (MP-04)
MFR: MBCI
COLOR: ESS "SNOW WHITE"
MFR: MBCI
COLOR: ESS "TUNDRA"
MFR: MBCI
COLOR: ESS "SLATE GRAY"
MFR: MBCI
COLOR: ESS "BURNISHED SLATE"
08/02/24
COPYRIGHT 2024: SULLIVAN GOULETTE & WILSON, LTD. EXPRESSLY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED
OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO
BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE
EXPRESSED WRITTEN PERMISSION AND CONSENT OF SULLIVAN GOULETTE & WILSON, LTD.
THESE DRAWINGS MAY HAVE BEEN REPRODUCED AT A SIZE DIFFERENTLY THAN ORIGINALLY DRAWN. OWNER AND ARCHITECT ASSUME NO
RESPONSIBILITY FOR USE OF INCORRECT SCALE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
PRINCIPAL:
QC BY:
P.M.:
DRAWN BY:
NO DATE ISSUE DESCRIPTION
04/08/24 ENTITLEMENTS INITIAL SUBMITTAL
444 N MICHIGAN AVE
SUITE 1850
CHICAGO, IL 60611
Ph 312.988.7412
Fx 312.988.7409
www.sgwarch.com
[email protected]
1 CORPORATE WAY
SACRAMENTO, CALIFORNIA 95831
08/02/24 - ENTITLEMENTS SUBMITTAL NOT FOR CONSTRUCTION CM
XX
MA
RR & NG
ENTITLEMENTS SUBMITTAL
A2-41
MATERIAL COLOR BOARD
NOT TO SCALE
CONCEALED
FASTENING SYSTEMS
FW-120 PANEL
844-327-1748 | mbci.com | shop.mbci.com
Product Specifications
Applications: Wall and Fascia
Coverage Widths: 12"
Panel Attachment: Concealed
Fastening System
Gauges: 24 (standard); 22 and 20
(optional)
Finishes: Smooth (standard);
Embossed (optional)
Coatings: Signature
® 300
The FW-120 panel is a concealed fastener wall and liner panel that provides a flat appearance. FW-120 is commonly used for architectural, commercial and industrial markets. The heavy gauge offering provides for large spanning capabilities, particularly in composite wall applications.
FW-120-0
FW-120-1
with Bead
FW-120-2
with Beads
CATEGORY CHARACTERISTIC TEST METHOD PURPOSE RESULT
ENVIRONMENTAL
Air leakage ASTM E283
Determines the air leakage rates of
exterior windows, curtain walls,
and doors under specified air pressure
differences across the specimen
0.000 cfm/ft 2 at 6.24 psf static pressure
0.113 cfm/ft2 at 20.00 psf static pressure
Water Penetration ASTM E331
Determines the resistance of exterior
windows, curtain walls, skylights, and doors
to water penetration when water is applied
under uniform static air pressure difference
No uncontrolled water penetration
through the panel joints at a static pressure
of 13.24 psf
STRUCTURAL
Negative Wind Loads ASTM E 1592
Provides a standard procedure to evaluate
or confirm structural performance under
uniform static air pressure difference
See Load Chart Section
Positive Wind Load AISI S100 North American Specification for the Design of Cold-Formed Steel Structural Members
See Section Properties and Allowable
Load Table Section
WALL LISTINGS
Wall Performance -
Florida Approval ASTM E 1592
Florida product approval is the approval of
products and systems, which comprise the
building envelope and structural frame, for
compliance with the structural requirements
of the Florida Building Code.
See FL# 42378.5
Wall Performance - Texas
Department of Insurance ASTM E 1592
TWIA provides windstorm and hail insurance
in areas exposed to hurricanes and currently
provides windstorm and hail coverage in the
following 14 “first tier” Texas coastal counties:
Aransas, Brazoria, Calhoun, Cameron,
Chambers, Galveston, Jefferson, Kenedy,
Kleberg, Matagorda, Nueces, Refugio,
SanPatricio and Willacy.
See EC-97
Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine and improve products, MBCI reserves the right to discontinue products at any time or change specifications and/or designs without incurring obligation. To ensure you have the latest information available, please inquire or visit our website at mbci.com. Application details are for illustration purposes only and may not be appropriate for all environmental conditions, building designs or panel profiles. Projects should be designed to conform to applicable building codes, regulations and accepted industry practices. If there is a conflict between this manual and project erection drawings, the erection drawings will take precedence. © 2024 MBCI®, part of Cornerstone Building Brands, Inc. ALL RIGHTS RESERVED . 0706209991131/RevD/MS/0324
CONCEALED FASTENING SYSTEMS
844-327-1748 | mbci.com | shop.mbci.com
FW-120 PANEL
CORPORATE WAY
O%EAP8D
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
CORPORATE WAY
CEAP8D
N
S E
W
scale: 1"=100'
EXISTING ZONINGPROPOSED ZONING
TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701
expect more.
City of Sacramento, CA
Proposed
By:JUNE 4, 2024
CORPORATE WAY SELF STORAGE
N
S
EW not to scale
GREENHAVEN SCHEMATIC PLAN
PARK CITY DRIVE
CORPORATE WAY
CORPORATE WAY
GREENHAVEN DRIVE
GREENHAVEN DRIVE
S LAND PARK DRIVE
From: Ron Bess
To: Robert Omoto
Cc: Angel Anguiano
Subject: RE: Objection to Self-Storage Facility on Corporate Way (Project P24-014) Based on Zoning, Aesthetic, and Community Impact Concerns
Date: Monday, October 28, 2024 9:30:00 AM
Good Morning Robert,
Thank You for your email regarding the Self-Storage Facility at Corporate Way Project (P24-014) . I’m forwarding your email to the project planner for inclusion in the record.
Ron Bess
City of Sacramento
Community Development Department
Environmental Planning Services Division
300 Richards Boulevard, 3
rd Floor
Sacramento, CA 95811
[email protected]
From: Robert Omoto <[email protected]>
Sent: Sunday, October 27, 2024 2:28 PM
To: Ron Bess <[email protected]>
Subject: Objection to Self-Storage Facility on Corporate Way (Project P24-014) Based on Zoning, Aesthetic, and Community Impact Concerns
Dear Mr. Bess,
I am writing to express my personal objection to the proposed self-storage facility on Corporate Way (Project P24-014). As both a resident and business owner in the Pocket area, and as a property owner on Corporate Way, I am concerned that this development is misaligned with our community’s character, needs, and aesthetic. I respectfully request that the City reconsider this project based on the following issues:
Incompatibility with Surrounding Land Use and Aesthetic: The planned three-story self-storage facility does not fit the character of the surrounding area, which includes schools, residential homes, and community-centered institutions. This large commercial structure disrupts the general aesthetic of the neighborhood and does not align with the family-friendly, low-rise design valued in the Pocket area.
Lack of Community Benefit: The proposed self-storage facility does not address a community need, nor does it create meaningful employment opportunities for local residents. Moreover, there is already an existing self-storage facility on Corporate Way, making this additional development redundant.
Environmental and Health Concerns Near a Preschool: I am particularly concerned about the facility’s proximity to a preschool, where construction and operational impacts on air quality, noise, and traffic directly endanger the health and safety of children and staff. The facility’s close proximity to such a sensitive site should be grounds for a more cautious approach to development.
Additionally, I worry that approving this rezoning sets a precedent that may open the door to future developments which do not align with the Pocket Community Plan or the needs of our area. Allowing this project to move forward under the new zoning designation could make it more difficult to preserve the neighborhood’s intended purpose and character in the future.
Thank you for your attention to these concerns. I appreciate the City’s consideration of the impact this project will have on the Pocket area’s long-term character and community goals.
Sincerely,
Robert Omoto, OD
Owner, Greenhaven Optometry
7410 Greenhaven Drive, Suite 140
Sacramento, CA 95831