THE EDUCATION COMMUNITY
303 West Commonwealth Avenue, Fullerton, California 92832-1775 (714) 738-6598 · Fax (714) 738-3110 · Website: www.cityoffullerton.com
CITY OF FULLERTON
_______________________________________________________________________________________________________________________________________________ Community and Economic Development Department
Item No. 2
January 24, 2024
6:30 p.m.
Public Hearing
TO: Chairman Gambino and
Members of the Planning Commission
APPLICATIONS
ZON-2022-0131
APPLICANT
Jamie McLaughlin, BTC III Fullerton CC LP
LOCATION
801-811 South Acacia Avenue and 1580 Kimberly Avenue
SUMMARY AND APPLICATIONS REQUESTED
The applicant is requesting approval of a Major Site Plan to demolish existing structures on the project site and construct a 185,525-square-foot concrete tilt-up warehouse building that includes 10,000-square-feet of supporting office space on property zoned M-P-80ES, Manufacturing General, 80,000 square feet minimum lot size – Emergency Shelter Overlay.
AUTHORIZATION/GUIDELINES
Fullerton Municipal Code (FMC) Section 15.47.040 of Chapter 15.47 authorizes the Planning Commission to act on a Major Site Plan to ensure compliance with the development standards for the zone (15.40.050) and design review criteria (15.47.060).
PUBLIC OUTREACH
On January 13, 2024, the City sent a Public Hearing Notice to owners and occupants of property within a 300- foot radius of the project site and those specifically requesting to be notified .
Notification was posted in two locations on the project site on January 12, 2024. The notice was also posted on the City’s website and at the Maintenance Services Department, Main Library, Museum Center, and City Hall on the Public Notice boards. In addition, notice was published in the Fullerton News Tribune on January 11 , 2024. As of the date of writing this report , no correspondence has been received.
Planning Commission Staff Report – 801-811 South Acacia Avenue and 1580 Kimberly Avenue January 24, 2024
Item No. 2 Page 2 ZON-2022-0131
PROJECT BACKGROUND
Project Applicant: Jamie McLaughlin
Property Owner: BTC III Fullerton CC LP
Property Location: 801-811 S outh Acacia Avenue and 1580 Kimberly Avenue
General Location:
The project site is located in the southeastern portion of the City at the southwest intersection of Kimberly
Avenue and Acacia Avenue.
Parcel Number: APN 073-110-57, 58
Existing Community
Development Type (General
Plan Land Use Designation):
Industrial
Focus Area K – Southeast Industrial
Existing Zoning
Classification:
The property is zoned M -P-80ES, Manufacturing
General, 80,000 square feet minimum lot size –
Emergency Shelter Overlay
Site Size: 8.43 acres is composed of two parcels and will be consolidated into one parcel as part of the project.
Existing Conditions:
The project site currently contains three industrial
buildings totaling approximately 155,000 square feet as well as a paved area and parking lot. The existing
buildings, paved area, and parking lot w ill be
demolished prior to construction of the proposed
project.
Parking: Surface Parking
Surrounding Land Uses
and Zoning:
North, East, South, West : The project site is bordered by industrial property zoned M-P, Manufacturing Park to the north, east, and south and M -G, Manufacturing
General to the west.
PROJECT DESCRIPTION / ANALYSIS
The project proposes to remove the existing on- site structures, consolidating (i.e., merging) two existing parcels, to construct a new 185,525 square-foot concrete tilt-up warehouse building that includes a 5,000-square-foot mezzanine. The building use will consist of 180,525 square feet for warehouse/distribution uses and 10,000 square feet for office use – 5,000 square feet on the first floor and 5,000 square feet on the upper (mezzanine) level. Although the specific end user is not currently known, the building size and design would provide for a light industrial end use.
The proposed building would have a building footprint of 180,825 square feet and a maximum height of 45 feet with a clear height of 36 feet within the warehouse; 28 dock-high doors would be located along the southern side of the building and would be screened by the building from public view. The proposed site plan is provided for reference as Attachment 2.
Planning Commission Staff Report – 801-811 South Acacia Avenue and 1580 Kimberly Avenue January 24, 2024
Item No. 2 Page 3 ZON-2022-0131
Parking and Access
Parking will be provided on the site via surface parking areas. A total of 128 automobile parking spaces w ill be distributed on the northern portion of the site along Kimberley Avenue . The proposed project w ill also provide 42 trailer parking stalls, which would be located along the southern boundary of the site.
Three access points would be provided: one 35-foot-wide right-in/right-out driveway along South Acacia Avenue, one 37 -foot full access driveway along Kimberly Avenue, and one 30 -foot driveway along Kimberly Avenue. Truck access is anticipated to primarily occur from the westernmost driveway along Kimberly Avenue as the driveway off of Acacia would have right - in/right-out restrictions. The proposed project would include a 26 -foot-wide fire lane around all sides of the building for emergency access.
Architecture and Landscaping
The building consists of a contemporary design with parapets of varying heights, building projections and insets which are designed to break up the overall massing of the building (see Attachment 2). The proposed building elevations are enhanced with a variety of materials to provide for architectural articulation, including painted concrete walls constructed to simulate metal paneling, horizontal and vertical reveals, aluminum cladded canopies, and reflective glass panels in the storefront systems. Additionally, the northwest and southeast corners of the building would feature faux office facades to match the office frontage on the northeast corner of the building.
The proposed project will include approximately 44,728 square feet of new landscaping around the perimeter of the site and throughout the parking areas. Landscaping will include trees, shrubs, ground cover, and accents primarily along the frontages of South Acacia Avenue and Kimberly Avenue, within the building setback areas . Tree species include crepe myrtle, magnolia, olive, Afghan pine, Chinese pistache, London plane, and Brisbane box . Shrub species include pineapple guava, Hopseed bush, Texas ranger, Texas privet, coffeeberry, autumn sage, Santa Barbara sage, feathery cassia, and pink muhly.
Per FMC Section 15.47.040.B, the proposed project meets all applicable development standards, the use is permitted by right in the zone, and meets the design criteria specified in 15.47.060. As detailed in the findings and facts contained in the Resolution, the p roject has been designed to blend well with the existing surrounding development and uses.
ENVIRONMENTAL REVIEW
The project has been reviewed for compliance with the state’s California Environmental Quality Act (CEQA) regulations. As described in the attached CEQA 15183 – Environmental Compliance Checklist, the proposed project is consistent with the land use designations and development intensities assigned to the project site by The Fullerton Plan. Cumulative impacts associated with development and buildout of the project site, as proposed, were fully addressed in The Fullerton Plan Environmental Impact Report ( EIR) (SCH# 2011051019). Since the proposed p roject is consistent with the land use designation and development intensity for the site identified in The Fullerton Plan and analyzed in The Fullerton Plan EIR, implementation of the proposed p roject would not result in any new or altered cumulative impacts beyond those addressed in The Fullerton Plan EIR.
RESOLUTION NO. PC-2024-03
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF FULLERTON,
CALIFORNIA, APPROVING A MAJOR SITE PLAN TO DEMOLISH EXISTING ONSITE
STRUCTURES AND CONSTRUCT A NEW INDUSTRIAL WAREHOUSE BUILDING ON PROPERTY ZONED M-P (MANUFACTURING PARK), LOCATED AT 801 -811 ACACIA AVENUE AND 1580 KIMBERLY AVENUE
ZON-2022-0131
APPLICANT: JAMIE MCLAUGHLIN
PROPERTY OWNER: BTC III FULLERTON CC LP
RECITALS
1. WHEREAS an application was filed for a Major Site Plan to construct a new concrete tilt-up industrial warehouse building on property addressed 801-811 South Acacia Avenue and 1580 Kimberly Avenue, more specifically described as:
Assessor’s Parcel No. APN 073-110-57, 58
2. WHEREAS The Planning Commission of the City of Fullerton, in compliance with the noticing requirements of Fullerton Municipal Code (FMC) Chapter 15.76, held a duly noticed public hearing for ZON-2022-0131; and
3. WHEREAS FMC Section 15.47.040 of Chapter 15.47 authorizes the Planning Commission to act on a Major Site Plan;
4. WHEREAS in accordance with the California Environmental Quality Act ( CEQA) Section 15183 (Projects Consistent with a Community Plan or Zoning), the proposed project is within the scope of the Fullerton Plan Environmental Impact Report (EIR), and no further CEQA documentation is required.
RESOLUTION
Now therefore, be it found, determined, and resolved by the Planning Commission of the City of Fullerton, as follows:
1. The Planning Commission, pursuant to FMC Section 15.47.040.B.1 finds as follows:
a. Finding: The use is permitted in the zoning classification.
Fact: The Project proposes to develop a new 185,525 square foot industrial building for warehousing/distribution uses, including a 10,000 square feet of office space.
Warehouse/distribution and office are permitted uses under M-P, Manufacturing Park , per Fullerton Municipal Code Section Table 15.40.020.A.
b. Finding: The project meets all applicable development standards.
Resolution No. PC-2024-03
Fact: Staff has reviewed the project and determined it conforms to the development standards contained in Title 15 of the Fullerton Municipal Code for M-P zoned properties.
c. Finding: The project meets the design criteria as specified in Section 15.47.060, as applicable.
Finding: The proposed project creates a development that is pleasant in character, harmonious with past development of Fullerton and illustrates design compatibility with the desired developing character of the surrounding area.
Fact: The p roject has been designed to blend well with the existing surrounding uses. The building consists of a contemporary design with parapets of varying heights, building projections and insets which are designed to break up the overall massing of the building. The proposed building elevations are enhanced with a variety of materials to provide for architectural articulation, including painted concrete walls constructed to simulate metal paneling, horizontal and vertical reveals, aluminum cladded canopies, and r eflective glass panels in the storefront systems.
Additionally, the northwest and southeast corners of the building would feature faux office facades to match the office frontage on the northeast corner of the building.
Finding: The proposed project includes designing and/or screening all rooftop mechanical and electrical equipment as an integral part of the building design.
Fact: The proposed building includes building parapets on the entire perimeter of the roof and are unified with the design of the building. The parapets will serve to screen all roof top mechanical and electrical equipment.
Finding: The Project screens exterior trash, storage areas and service yards from view of nearby streets.
Fact: The southern end of the proposed building is designed to completely screen the loading dock area from public view. Additionally, a trash enclosure is proposed on the southeast portion of the project that would serve to screen trash bins from public view.
Finding: That the Project minimizes noise within the project as well as noise created by the proposed project that may negatively impact the surrounding area.
Fact: As evaluated in the CEQA Environmental Compliance Checklist (Section 5.13, Noise), The Project would not result in impacts related to noise beyond those identified in The Fullerton Plan EIR.
Finding: That the project creates traffic patterns that minimize impacts on surrounding properties and streets and accommodate emergency vehicles.
Fact: As evaluated in the CEQA Environmental Compliance Checklist ( Section 5.17, Transportation), the Project would not result in impacts related to transportation beyond those identified in The Fullerton Plan EIR. The Project is consistent with The Fullerton Pl an, and as such, there are no impacts related to transportation peculiar to the Project that have not been fully addressed in The Fullerton Plan EIR.
Finding: Designing landscaping to create a pleasing appearance from both within and off the site.
Resolution No. PC-2024-03
Fact: Landscaping would be provided around the perimeter of the Project site. The landscaping would include trees, groundcover, and shrubs within the landscaped setback adjacent to Acacia Avenue and Kimberly Avenue. Additional landscaping would be provided along a portion of the proposed building and within the parking areas.
Finding: The Project ensures that all landscaping and its corresponding irrigation systems will conform to Chapter 15.50 of this title.
Fact: The Project has been conditioned for landscape plans, including irrigation, to be submitted prior to issuance of building permits, in accordance to Chapter 15.50.
2. The Planning Commission does hereby APPROVE said Major Site Plan ZON-2022-0131 subject to the following conditions of approval:
a. The action of the Planning Commission approves the applicant submitted plans identified as Attachment 1 and as conditioned herein. The term “approved M ajor Site Plan” pertains to the plans in Attachment 1 and as conditioned herein.
b. Outdoor storage shall comply with FMC Section 15.40.020.D which identifies that, where allowed, outdoor storage requires screening from adjacent properties and surrounding streets. Outside storage shall not occupy any required parking spaces, drive aisles, or turn around areas.
c. Prior to issuance of a building permits, the corresponding landscape plans shall be prepared and submitted to the City for review and approval pursuant to Fullerton Municipal Code (FMC) Chapter
15.50. All trees shall be a minimum si ze of 24-inch box and all shrubs shall be a minimum size of 5 gallons. Landscaping shall be installed prior to occupancy of the building. A one- year maintenance bond in an amount equal to 50% of the combined cost of the landscaping materials and irrigation system, but not less than $500, shall be posted as a prerequisite to the final approval of the development and/or occupancy of the building. The property owner, or Owner’s Association where applicable, shall be responsible for maintaining landscaping i n accordance with the approved landscape plans. Dead plants shall be replaced by the property owner, or Owner’s Association, with the same species type and size identified on the approved landscape plans.
d. Bike racks shall be installed as part of the proj ect. The location of bike racks shall be submitted for review and approval through the building plan check process.
e. Project implementation shall comply with relevant mitigation measures /conditions of approval identified in the Fullerton Plan, included in the CEQA Guidelines 15183 Environmental Checklist that was prepared for the project.
f. Construction plans shall be submitted to the Community and Economic Development Department for review and issuance of building permit(s). Construction plans shall comply with Fullerton Building Codes, as adopted and in effect at time of plan submittal and be prepared in substantial conformance with the approved Major Site Plan except to the extent that the plans or designs are modified by the conditions herein.
g. The Community and Economic Development Director may approve minor modifications to the approved Major Site Plan; however, major modifications shall require the approval of the Planning Commission.
Resolution No. PC-2024-03
h. Applicant/Property Owner is responsible for ensuring that information contained in construction plan drawings is consistent among architectural, structural, grading, electrical, mechanical, plumbing, fire, utility, and public improvement plans as well as other construction drawings. This responsibility may be transferred by the Applicant/Property Owner to the Project Architect. While the City aims to correct inconsistencies, they are the ultimate responsibility of the Applicant/Property Owner/Project Architect to remedy, up to and including completing construction revisions prior to receiving final occupancy approvals.
i. The approval of the Major Site Plan becomes null and void if not exercised within 24-months from the date of approval. Prior to the date of expiration of the approved Major Site Plan, the expiration date may be extended by the Planning Commission for a period or periods not exceeding 12- months, for a total of no more than 24 months.
j. Compliance with all codes, standards, laws, ordinances, and references in place at the time of the submittal, including but not limited to the National Fire Protection Association (NFPA), Underwriters Laboratories (UL), etc.
k. All corrections generated during the plan check and inspection process shall be incorporated as conditions of approval by reference. Plans shall clearly show that the project complies with applicable Building Codes prior to issuance of building permits. Any site plan revisions necessary to comply with Building Code revisions m ay be considered for approval by the Director of Community and Economic Development.
l. All construction and general maintenance activities that are anticipated to exceed the noise standards set forth in FMC Section 15.90 shall be limited to the hours of 7 a.m. to 8 p.m. Monday through Saturday, except in the case of an emergency. Noise associated with construction, repair, remodeling or grading of any real property must comply with the standards set forth in FMC Section 15.90 between 8 p.m. and 7 a.m. Monday through Saturday and at any time on Sunday or City -recognized holidays. All on -site construction equipment shall have properly operating mufflers and applicant should utilize the quietest equipment available.
m. The applicant shall agree to indemnify, hold harmless, and defend the City of Fullerton, its officers, agents, and employees, from any and all liability or claims that may be brought against the City arising out of this approval, or arising out of the operation of the business, save and except that caused by the City’s active negligence.
Public Works – Engineering
Project Specific:
n. The project proposes to consolidate two lots APN: 073- 110-57 and APN: 073- 110-58. The applicant shall be responsible for the preparation and recordation of the LLA to perform the lot consolidation. The application for the LLA is available on the city’s website and shall be submitted to Public Works Department – Engineering Division for review and approval. LLA shall be recorded prior to issuance of building permits.
o. The project shall dedicate the following street right-of-way to the City of Fullerton for roadway and public utility purposes prior to issuance of a building permit . A signed and stamped legal Resolution No. PC-2024-03
description and plot prepared by a licensed surveyor shall be submitted to the City of Fullerton Public Works Department – Engineering Division for review and approval.
• An additional 1-ft of street right-of-way along Kimberly Avenue. • At the SW corner of the intersection of Kimberly Avenue and Acacia Avenue for a corner cut-off to comply with City Standard No. 123, Sidewalk Return.
p. Project proposes to quitclaim existing Southern California Edison (SCE) easements. SCE easements shall be quitclaimed and recorded prior to issuance of building permits.
Project Frontage Improvements:
q. Separate Public Improvement Plans for improvements in the public right -of-way shall be submitted to the Public Works Department – Engineering Division for review and approval prior to building permit issuance and shall be constructed prior to the issuance of the Certificate of Occupancy for the proposed Major Site Plan.
r. The project shall remove the existing railroad track spurs that cross Kimberly Avenue and into the project’s property. The applicant shall obtain all appropriate permits and approvals from Burlington Northern Santa Fe (BNSF) Railroad Company prior to removing.
s. The project shall rehabilitate/reconstruct the asphalt pavement over the entire street width on Kimberly Avenue between the removal of the railroad track spurs to Acacia Avenue, including the intersection of Kimberly Avenue and Acacia Avenue. The fi nal thickness of the pavement structural section shall be designed in accordance with Geotechnical Investigation Report recommendations prepared by a Registered Civil Engineer and as approved by the City Engineer.
The pavement design analysis shall specify a Traffic Index (TI), to be approved by the City Traffic Engineer, and an R-Value.
t. The asphalt pavement on Acacia Avenue was recently reconstructed over the entire street width.
Therefore, all work on Acacia Avenue that may produce damage to AC pavement (i.e., potholing, sawcutting, trenching, sandblasting, etc.) shall be subject to moratorium standards for pavement replacement.
u. All existing parkway hardscape and landscape improvements , including trees , along the property’s frontages shall be removed and replaced with full width concrete sidewalk per City standards. New trees shall be planted onsite behind the sidewalk along both property frontages.
v. Existing driveway approach(s) that will not be utilized by the proposed project shall be removed and reconstructed with full -height curb and gutter and full width concrete sidewalk per City standards.
w. New driveway approach(s) shall be constructed in accordance with City of Fullerton Standards.
Driveway design shall address City Traffic Engineer’s requirements and shall be reviewed and approved by the City Traffic Engineer and City Engineer.
x. All damaged and/or substandard existing concrete infrastructure (curb and gutter, cross gutter, spandrel, driveways, etc.) within paving limits shall be removed and replaced per City Standards.
y. Pedestrian improvements in the public right -of-way shall comply with Federal, State, and City disabled access regulations.
Resolution No. PC-2024-03
z. The project shall install new streetlights along both street frontages on Kimberly Avenue and Acacia Avenue to enhance roadway and sidewalk lighting levels as necessary to improve safety and security for patrons. The design and construction of the street lighting modifications shall be per City Standards and the conditions below:
i. All new streetlight locations shall be City-approved locations. ii. New streetlights shall be a low voltage system designed and installed in accordance with the City of Fullerton Standards (500 series) and Standard Specifications for Ornamental Street Lighting Systems with City of Fullerton-approved LED luminaires (Phillips LUMEC, Cooper Navion, GE Evolve or Leotek).
iii. Separate service panel(s) and electrical connection shall be installed and coordinated with SCE . The new city -owned electrical metered panel (s) shall be installed by the developer in a City of Fullerton standard switch cabinet (Std. 504) at a location approved by the City and SCE.
iv. The number of streetlights shall be determined by a Photometric Study in compliance with Illuminating Engineering Society (IES) standards prepared by the developer and shall be submitted to the Public Works Department – Engineering Division for review and approval. The new streetlights shall achieve an adequate illumination level and shall not exceed the City’s maximum spacing requirements.
v. Existing streetlights installed on SCE power poles along the project frontages shall be removed in coordination with SCE.
vi. A separate street lighting plan shall be submitted to the Public Works Department for review and approval. Street light improvements shall be completed to the satisfaction of the City Traffic Engineer and City Engineer.
aa. The applicant submitted a request to the City of Fullerton to waive the requirement to underground power poles and overhead utility lines in accordance with Fullerton Municipal Code (FMC) Section
16.05.060 along both project frontages on Kimberly Avenue and Acacia Avenue. Upon review it was determined that the requirement to underground power poles (6 total) and overhead lines along both frontages would create a financial hardship compared to the scope and scale of the project. As such, the project shall only underground the power poles and overhead lines along Acacia Avenue (2 total), except for the power pole on the SW corner of Kimberly Avenue and Acacia Avenue intersection. The waiver request does not exempt requirements to underground existing and proposed service lines that provide direct service to the development.
bb. Public Works Department expenses, including project management, plan check, inspection, review, processing of all plans and submittals, will be charged against the reimbursable account created for the project. An initial $10,000 shall be deposited with the Public Works Department concurrently with the first review submittal, by the City’s consultants, of the grading plans, soils report, hydrology report, and the WQMP. Any amount remaining in the account after completion of the project will be refunded to the project. If the amount deposited is insufficient to complete the project review and inspection process, additional deposit(s) will be required as necessary to finalize the project.
Grading and Drainage
cc. Conceptual design documents, including a Conceptual Grading Plan, Preliminary Hydrology Report, and Preliminary Water Quality Management Plan (PWQM P), have been submitted, reviewed, and found acceptable by City staff.
Resolution No. PC-2024-03
dd. The proposed Major Site Plan development shall comply with the approved conceptual documents that provide for a maximum size of impervious area, flow pattern, maximum quantities for s torm water runoff and intensity, type, size, and location of storm water quality Best Management Practices (BMP) facilities, utility connections, and access and site circulation.
ee. Site development shall not result in the increase of storm water run -off and flow intensity to the adjacent properties nor obstruct storm water flow into the site. The project shall not increase runoff to public right -of-way above the existing storm drain infrastructure capacity. If the project does increase runoff above the storm drain capacity, then the project shall upsize the storm drain main as needed. No surface runoff shall be permitted across sidewalks and driveway approaches.
ff. The project shall prepare a final pre-construction and post-construction Hydrology and Hydraulics Study and shall comply with the Orange County Hydrology and Local Drainage Manuals. The size and alignment of the on-site and off-site drainage facilities shall be based upon detailed hydrology and hydraulic calculations prepared by a California Registered Engineer and shall be approved by the City Engineer prior to issuance of a grading permit.
gg. Proposed on-site storm drain and BMPs facilities shall be privately owned and maintained.
hh. The project proposes to utilize an existing Corrugated Metal Pipe (CMP) located on Kimberly Avenue to discharge the on-site storm water runoff into the Kimberly Ave. Storm Drain Channel.
ii. The existing CMP was video inspected and the base of the pipe was found to be in poor condition.
The existing deteriorated and substandard CMP shall be abandoned and replaced with a new Reinforce Concrete Pipe (RCP) per City standards and requirements. Final location of new RCP shall be reviewed and approved by the City Engineer. The project shall coordinate and obtain all necessary approvals and permits for all work located within BNSF RR right-of-way.
jj. All storm drains constructed within the public right-of-way or public easements shall be a minimum of 18 inches in diameter RCP constructed in accordance with City standards.
kk. Existing public storm drain catch basins directly impacted by the development’s proposed improvements shall be replaced per City Standards at a location approved by the City.
ll. A final grading plan shall be submitted to Public Works Department for review and approval, and a grading permit shall be issued prior to issuance of a building permit.
mm. Site grading shall adhere to the approved grading plan.
nn. As-Built Grading Plan, signed and stamped by the Engineer of Record and the Geotechnical Engineer, shall be submitted to Public Works Department prior to finalizing and closing the grading permit. Any deviations from the approved grading plan will require a submittal of grading plan revision for the City Engineer’s review and approval.
oo. All retaining walls and any above-ground construction, regardless of its height, that may alter the existing storm water flow pattern shall be shown on the grading plan.
pp. A Final Priority Water Quality Management Plan (W QMP) shall be submitted and approved by the City Engineer prior to the issuance of a grading permit. The applicant shall submit three (3) hard copies of the Final WQMP (with the front page of each copy signed and stamped with wet ink application by a licensed California Civil Engineer), three (3) copies of the Plans (each sheet Resolution No. PC-2024-03
signed and stamped with wet ink application by a licensed California Civil Engineer), and one (1) copy of all original (wet ink documentation) forms and certifications.
qq. All water quality requirements for the National Pollutant Discharge Elimination System (NPDES) Storm Water Program shall be compliant with the latest regulations and guidance documents. Permits and guidance documents include, but are not limited to, California Regional Water Quality Control Board – Santa Ana Region (Order No. R8-2009-0030, NPDES Permit No.
CAS618030), Orange County Model Water Quality Management Plan (Model WQMP), and the Orange County Technical Guidance Document (TGD).
rr. Best Management Pract ices (BMPs) storm water treatment facilities shall be shown on the grading plan and shall be designed in accordance with the City-approved WQMP.
ss. An Ownership and Maintenance Agreement for all common private drainage facilities and storm water quality BMP facilities, if any, shall be executed prior to Final Certificate of Occupancy.
tt. The project is over an acre and requires a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP shall be submitted to SMARTS (i.e., WDID issued) prior to approval of the Final WQMP.
Water and Sewer:
uu. The project proposes to utilize an existing sewer lateral and abandon a second one. The existing 6-inch sewer lateral to be reutilized was video inspected and found to be in adequate shape. The existing sewer lateral to be abandoned shall be cut and capped at the main and backfilled with slurry.
vv. The developer shall provide s ervices required for the site including domestic, irrigation, fire service, backflow assemblies, and abandon existing services for the site that will not be utilized all per City Standards and Water Utility Specifications.
ww. A water improvement plan prepared by a Civil Engineer shall be submitted to Public Works Department and shall be approved prior to building plan approval. Water improvement plan shall include existing, proposed, and abandonment of services, fire hydrants, etc.
xx. Calculations for domestic , irrigation, and fire services shall be submitted to Public Works Department for review to determine meter sizes. If it is determined that the existing services are insufficient, the existing services shall be abandoned at the main and new services, meters, and backflows shall be installed per City standards.
yy. Additional fire hydrants may be required to be installed by the developer to meet Fire Department requirements. Fire DCDA Assembly shall be within 50 feet of a public fire hydrant or a new fire hydrant shall be installed by development.
zz. The project shall abandon the existing southerly 12- inch cast iron (C.I.) water main, valves and existing services on Kimberly Avenue and connect new services and fire hydrants to the northerly 12-inch C.I. water main on Kimberly Avenue per City standards.
aaa. If any water services are to be abandoned during the demo phase, developer shall contact Utility Services Department at 714- 738-6890 to cancel service. After water service account is closed, contact Public Works – Engineering Division at 714-738-6845 to schedule City crews to collect the meters.
Resolution No. PC-2024-03
bbb. Any services abandoned, shall be abandoned at the main during the construction phase.
ccc. Water and Excavation permits, including bonds, shall be required for new water and fire services in the City of Fullerton and shall be obtained prior to issuance of building permits.
ddd. Prior to issuance of building permits, front footage fees if any, shall be collected per the City of Fullerton Water Rates, Rules and Regulations (Rule 15.C).
Traffic – Access and Circulation:
eee. The developer shall provide and implement a separate signing and striping plan following pavement reconstruction.
fff. All project parking demands are to be accommodated on site.
ggg. All loading and unloading of passengers, goods, materials, and supplies are to be accommodated onsite. There is to be no temporary stopping or parking on Acacia Avenue or Kimberly Avenue adjacent to the project site for loading and unloading activities of any kind.
hhh. There is to be no temporary staging of trucks or other vehicles on Acacia Avenue or Kimberly Avenue at any time.
iii. As a part of the project access design and off -site street improvement plans, the project’s ingress/egress points are to be reviewed for appropriate traffic control and safety measures to address the anticipated level of traffic generated by the development. Such measures could include, but not be limited to, limiting vertical obstructions to maintain sight visibility, traffic signs & markings, and physical modifications to driveways. All proposed traffic controls and existing and proposed obstructions in the public right -of-way are to be clearly indicated on the off -site improvement plans to the satisfaction of the City Traffic Engineer.
jjj. There is to be no storage or standing of trash, recycling, or other discards either loose or placed in receptacles, containers, or bins within the public right -of-way unless approved by the City Engineer and permitted by the City.
kkk. The applicant is to pay all related project traffic fees as outlined in the Fullerton Municipal Code as interpreted by the City Traffic Engineer prior to building permit issuance.
General:
lll. All work in the public right of way shall be constructed in accordance with the Standard Plans and Standard Specifications for Public Works Construction, latest edition. This includes supplements thereto and City of Fullerton Standard Drawings.
mmm. Separate public improvement plans for improvements in the public right -of-way shall be prepared by a Registered Civil Engineer authorized to practice in the State of California and submitted to the Public Works Department – Engineering Division for review and approval prior to building permit issuance and shall be constructed prior to the issuance of the Temporary Certificate of Occupancy for the proposed Major Site Plan.
nnn. Before undertaking any grading or construction work of any type within the public right of way, the owner must first obtain the applicable permits from the Public Works Department.
Resolution No. PC-2024-03
ooo. During site improvement, all deliveries to the project site that are overweight, or oversize will require a transportation permit from the Public Works Department.
ppp. The project shall utilize the City’s benchmarks. A list of the City’s benchmarks is available on the City of Fullerton website.
qqq. The developer shall provide and maintain all necessary flag persons, barricades, delineators, signs, flashers, and any other safety equipment as set forth in the latest publication of the State of California, Manual of Traffic Control, or as required by the Public Works Department permit requirements to ensure safe passage of pedestrian and vehicular traffic.
rrr. Subdivision and Topographic Mapping shall be in new horizontal datum NAD83 (2011) Epoch 2017.50.
sss. Street trenches required for the installation of utility connections shall comply with City of Fullerton Standard No. 312 and 313.
ttt. Any controlling survey monumentation (property lines, tract lines, street centerline, etc.) which are at risk of being destroyed or disturbed during the course of this project must be preserved in accordance with Section 8771(b) of the California Business and Professions Code (Professional Land Surveyors Act). Pre- construction field ties, along with the preparation and filing of the required Corner Records or Record of Survey with the County of Orange, shall be accomplished by, or under the direction of, a licensed surveyor or civil engineer authorized to practice land surveying. Copies of said records shall be furnished to the City Engineer for review and approval prior to issuance of any onsite or offsite construction permits. Any monuments disturbed or destroyed by this project must be reset and post -construction Corner Records or Record of Survey filed with the County of Orange. A copy of the recorded documents shall be submitted to the City Engineer for review and approval prior to issuance of any permits within the public right of way.
uuu. Prior to issuance of building permits, all public improvements shall be guaranteed to be installed by the execution of an Agreement for Public Improvements secured by sufficient bonds or sureties for both Faithful Performance and Labor and Materials, in a form approved by the City Attorney.
vvv. All cash fees and deposits shall be collected by the City of Fullerton prior to the issuance of Certificate of Occupancy.
www. All of the public improvements, studies, designs, plans, calculations, and other requirements shall be installed, provided, and supplied by the developer in accordance with City and State codes, policies, and requirements at no cost to the City. All work shall comply with City standards and specifications and with the City of Fullerton Municipal Codes.
xxx. Proposed sewer laterals shall be minimum 6” V.C.P. per City Std. 209A and 209B. All existing lateral connections to be utilized for the development shall be video inspected to determine their condition. Video shall be submitted to the Public Works/Maintenance for revi ew. If determined that the existing connection(s) are in poor condition, they shall be replaced with new lateral connections per standard plans.
yyy. All existing and proposed public and private easement shall be shown on all plans.
Resolution No. PC-2024-03
zzz. Existing public and private easements shall not be affected by the proposed development. Any modification to an existing public and/or private easement shall be coordinated and approved by applicable easement owners.
aaaa. All facilities crossing lot lines shall be located in private easements.
bbbb. Private improvements shall not encroach into the existing public easements including but not limited to walls, fencing, and/or structures.
cccc. Applicant shall coordinate with local telecommunication providers to connect new services to each planned dwelling unit to install all their improvements in the public right of way prior to the rehabilitation of adjacent pavement.
ADOPTED BY THE FULLERTON PLANNING COMMISSION ON JANUARY 24, 2024.
__________________________________
Peter Gambino
Chairman
Attachments
1. Plans
Untitled Map
Write a description for your map.
Legend
2000 ft
N➤➤N
Image Landsat / Copernicus
Image Landsat / Copernicus
Image Landsat / Copernicus
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
SD
PC
BID
CD
CONSULTANT
PROFESSIONAL SEALS
RGA
OfficennofnnArchitecturalnnDesignn
n
n
15231nAltonnParkway,nSuiten100n
Irvine,nCAnn92618n
n
Tn949-341-0920n
FXn949-341-0922
SD
SITE PLAN
JH
JH
00000.00
A1-1P
22126-00-A1-1P
22126-00
10/25/21 SCHEMATIC DESIGN
PLANNING SUBMITTAL11/14/22
ACACIA AVENUE,
FULLERTON,
CALIFORNIA
DEVELOPER:
APPLICANT:
RGA OFFICE OF ARCHITECTURAL DESIGN
15231 ALTON PARKWAY SUITE 100
IRVINE, CA 92618
T: 949-341-0920
CONTACT : JACOB HUBER
[email protected]
ARES INDUSTRIAL MANAGEMENT
4675 MACARTHUR COURT SUITE 625
NEWPORT BEACH, CA 92660
TEL: 949-892-4900
CONTACT: JAMIE MCLAUGHLIN
[email protected]
ACACIA AVENUE
INDUSTRIAL WAREHOUSE
APPROXIMATE
FEMA FLOOD ZONE A0
(DEPTH 2 FEET)APPROXIMATE
FLOOD ZONE X (SHADED)
APROXIMATE
FLOOD ZONE A0(DEPTH 2 FEET)
STORM DRAIN CANAL STORM DRAIN CANAL
STORM DRAIN CANAL
STORM DRAIN CANAL
801 SOUTH ACACIA AVENUE
FINISHED FLOOR = 182.50'-182.61'
APN: 073-110-57
1580 KIMBERLY AVENUE
FINISHED FLOOR = 179.89'-180.00'
APN: 073-110-57
Equipment
Enclosure
EB
Shed
Shed
Shed
EB
EB
EB
EBT
T
6' Conc. Wall 6' Conc. Wall 6' CLF
Gate
6' CLF
Gate
8' CLF
6' CLF Gate
6' CLF Gate
6' CLF Gate
6' CLF
6' CLF
6' CLF
6' CLF
RAIL ROADRAIL ROADRAIL ROADRAIL ROAD
RAIL ROAD RAIL ROAD
RAIL ROAD
RR
PEDESTALS
CROSSING ARM
CROSSING ARM
LPG
6' CLF Gate
6' CLFGate6' CLF
Gate
6' CLF 6' CLF
6' CLF Gate
6' CLF
UB UB
TE
TE
6' CLF Gate
6' CLF
RR PEDESTAL
811 SOUTH ACACIA AVENUE
FINISHED FLOOR = 182.53'-183.06'
APN: 073-110-58
Shed
Gate
6' CLF
Overhang
6' CLF Gate
6' CLF
6' CLF
6' CLF
6' CLF
6' CLF Gate
6' WOODFENCE
6' Block Wall
8' CLF
8' CLF
LPG
Electrical
Equipment
WM 6' CLF WM
COM
VLT
TEL
PED
COM
VLT
Gate
APPROXIMATE
FLOOD ZONE X (SHADED)
APROXIMATE
FLOOD ZONE A0(DEPTH 2 FEET)
6' Block
Wall
LANDS OF MCKENNA EQUITIES LLC
(APN 073-110-54)
LANDS OF
MCKENNA EQUITIES LLC
(APN 073-110-53)
6' CLF
Gate
LANDS OF
GLI KIMBERLY LLC
(APN 073-110-77)
LANDS OF
UNIVERSAL MOLDING COMPANY
(APN 073-110-55)
STREET UNDERGOING IMPROVEMENTS
WATER LINES POSSIBLY REROUTED
NO STREET IMPROVEMENT PLANS AT
THIS TIME.
SSMH 178.45 RE
IE 168.19 24"(IN-W)
IE 168.15 24"(OUT-E)
IE 169.00 8"(IN-S)
SSMH 182.18 RE
IE 171.41 12"(IN-S)
IE 171.13 24"(OUT-W)
SSMH 181.68 RE
IE 171.63 12"(IN-N)
IE 171.71 12"(IN-S)
IE 171.60 12"(OUT-E)
SDMH 180.52 RE
IE 176.87 (OUT-W)
IE 176.88 (IN-NE)
IE 176.92 (IN-E)
IE 176.93 (IN-S)
SDMH 181.04 RE
IE 175.85 (OUT-N)
IE 175.91 (IN-E)
CB 178.53 RE
BTM 175.78
SDCB" 177.88 RE
IE 175.08 (N)
IE 175.19 (S)
12" (W)
CB 179.00 RE
BTM 175.39
CB 178.71 RE
BTM 174.14
CB 179.20 RE
IE 176.3 THRU
SDMH 179.31 RE
IE 176.47 (THRU)
SDMH 179.31 RE
IE 176.62 (THRU)
SSMH 179.45 RE
IE 170.99 8"(THRU)
CB 178.89 RE
IE 175.94 (OUT-N)
IE 175.98 (IN-S)
CB 178.76 RE
IE 175.83 (OUT-N)
IE 175.86 (IN-S)
CB 179.12 RE
IE 176.22 (THRU)
CB 179.07 RE
IE 176.2 (THRU)
CB 179.05 RE
IE 176.2 (OUT-N)
IE 176.24 (IN-S)
CB 178.95 RE
IE 175.98 (THRU)
CB 178.85 RE
IE 176.00 (THRU)
CB 178.81 RE
IE 175.91 (THRU)
CB 178.69 RE
IE 175.76 (THRU)
CB 178.55 RE
IE 175.7 (THRU)
SDDI 178.23 RE
IE 175.43
LID 178.17 RE
IE 175.45
SD OUTLET
ROLL UP DOORROLL UP DOORROLL UP DOOR
ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR
ROLL UP
DOOR
ROLL UP DOOR
ROLL UP DOOR
ROLL UP DOOR
ROLL UP DOOR ROLL UP DOOR
ROLL UP DOOR
ROLL UP DOOR
4" RWL
SSCO 178.99 RE
4" CONDUIT
ATTEMP
ATTEMP
ATTEMP
ATTEMP
ATTEMP
60'-5"
45'-7"
48'-5"
263'-0" - 3-HR RATED WALL
SITE PLAN
SCALE: 1" = 30'-0"
K I M B E R L Y A V E N U E
A C A C I A A V E N U E
OFFICE AREA
5,000 SF MEZZ
10,000 SF OF OFFICE
BUILDING AREA
180,525 SF
5,000 SF MEZZ.
185,525 SF GROSS
SECONDARY
OFFICE
AREA
28 DOCK POSITIONS
PROJECT DATA
SITE AREA:
BUILDING AREA:
FIRST FLOOR OFFICE
SECOND FLOOR OFFICE
WAREHOUSE AREA
TOTAL
COVERAGE:
F.A.R.:
PARKING REQUIRED:
OFFICE - 10,000 SF @ 1/250 SF
WAREHOUSE - 1/2000 SF
TOTAL STALLS REQUIRED
PARKING PROVIDED:
STALLS PROVIDED ONSITE
FUTURE STALLS PROVIDED IN TRUCK COURT:
TOTAL STALLS PROVIDED
REQUIRED SITE LANDSCAPE AREA: (29,785 SF)
(8% OF PARKING AREA)
PROVIDED SITE LANDSCAPE AREA:
PAVED AREA:
NUMBER OF TRUCK DOORS:
TRUCK DOOR RATIO
GROSS: 367,708 SF
8.44 AC
NET: 366,360 SF
8.41 AC
5,000 SF
5,000 SF
175,525 SF
185,525 SF
49.27 %
50.64 %
40 STALLS
88 STALLS
128 STALLS
88 STALLS
40 STALLS
128 STALLS
2,382 SF
8.0 %
44,728 SF
12.21 % OF TOTAL SITE
141,107 SF /
38.52 % OF TOTAL SITE
28 DOORS
1 PER 6,625 SF
GENERAL PROJECT INFO
GENERAL PLAN:
ZONING:
ASSESSOR PARCEL NUMBER:
BUILDING OCCUPANCY:
OCCUPANT LOAD:
PROJECT VALUATION ESTIMATE:
GENERAL NOTES
1. ANY EXISTING STRUCTURES ONSITE ARE TO BE DEMOLISHED.
2. ALL PROPOSED NEW ONSITE UTILITY SERVICES SHALL BE UNDERGROUND.
3. CONCRETE BANDS, 24" IN WIDTH, SHALL BE PROVIDED AT LANDSCAPE FINGERS.
4. DRIVEWAYS SHALL BE CONSTRUCTED PER CITY STANDARD PLANS.
5. STATE OF CALIFORNIA "GENERAL CONSTRUCTION NPDES PERMITS AND WDID NUMBERS MUST BE OBTAINED PRIOR TO PERMIT.
6. PARKING STALL DIMENSIONS: 9'W X 17'D WITH A 2'-0" OVERHANG - DOUBLE STRIPED PER CITY REQUIREMENTS, NO WHEEL STOPS ARE ALLOWED. CLEAN AIR / CARPOOL PARKING SHALL BE PROVIDED PER CALGREEN REQUIREMENTS.
7. FIRE DEPT. APPROVED KNOX LOCKS SHALL BE PROVIDED AT ALL GATES.
8. FIRE DEPT. ACCESS SHALL BE PROVIDED PER STANDARDS:
ACCESS LANE WIDTH: 26'-0"
ACCESS LANE HEIGHT: 14'-6"
INSIDE TURN RADIUS: 19'-0"
9. ALL ELECTRICAL SWITCH GEAR AND PANELS SHALL BE LOCATED WITHIN THE BUILDING. ALL TRANSFORMERS SHALL BE SCREENED WITH LANDSCAPE
VICINITY MAP
LEGAL DESCRIPTION
LIGHT INDUSTRIAL
M-P
073-110-57, 073-110-58
B/S-1/F-1
+/- 421 OCC.
$5,589,629
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
PARCELS 1 AND 2 OF PARCEL MAP NO. 96-158, IN THE CITY OF FULLERTON,
COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 305, PAGES 12 THROUGH 15, INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
OWNER:
APPLICANT:
ARCHITECT:
RGA, OFFICE OF ARCHITECTURAL DESIGN, INC.
15231 ALTON PARKWAY, SUITE 100
IRVINE, CA 92673
ATTN: JACOB HUBER
PH: 949-341-0920
ARES INDUSTRIAL MANAGEMENT
4675 MACARTHUR COURT SUITE 625
NEWPORT BEACH, CA 92660
ATTN: JAMIE MALAUGHLIN
PH: 949-892-4900
42 TRAILER STALLS
ARES INDUSTRIAL MANAGEMENT
4675 MACARTHUR COURT SUITE 625
NEWPORT BEACH, CA 92660
ATTN: JAMIE MALAUGHLIN
PH: 949-892-4900
20'-0"
87'-11"185'-11"
120'-0"
14'-0"35'-0" GATE71'-0" -14'-0" HIGH CONC.
41'-1 3/8" 40'-0"
80'-0"
32'-0"9'
SCREEN WALL 14' H
SCREEN
WALL
492'-7" - 8'-0" HIGH BLACK TUBE STEEL FENCE
591'-9" - 8'-0" HIGH BLACK TUBE STEEL FENCE
5.7'35'-0" GATE5'
180'-0"5'-11" 318'-0" 7'-11" 17'-0" 26'-0" 17'-0" 20'-0" 19'-6"3'9'-0"9'-0"9'-0"8'-0"9'-0"9'-0"5'9'-0"12'-0"5'9'-0"9'-0"9'-0"9'-0"9'-0"62'-0" 30'-0"37'-10"
29'-5" 9'-0" 8'-0" 9'-0" 9'-0" 12'-0" 18'-0"
29'-0" 20'-0"
49'-0"
20'-6"8'-6"
PROPOSED
SITE
1'-11"77'-7 3/4"46'-5 1/2" - NEW 8'-0" HIGH
EXISTING 6'-0" HIGH CMU BLOCK WALLTUBE STEEL FENCE
1'-1"
STREET
DEDICATION
1'-1 1/2"
STREET
DEDICATION
KEYNOTES: 00
1. PROPOSED PAINTED CONCRETE TILT-UP 36' CLEAR INDUSTRIAL BUILDING.
2. TYPICAL PARKING STALL - 9' X 19'. MAY BE REDUCED TO 9' X 17' W/ 2'-0" OVERHANG. STRIPING PER CITY STANDARDS.
3. TYPICAL CARPOOL/VANPOOL PARKING STALL - 9' X 19'. MAY BE REDUCED TO 9' X 17' W/ 2'-0" OVERHANG. STRIPING PER CITY STANDARDS.
4. CONCRETE YARD W/ GRADE LEVEL TRUCK DOORS.
5. FULLY IRRIGATED LANDSCAPE AREA BOUNDED BY 6" CONCRETE CURB - SEE CONCEPT LANDSCAPE PLAN.
6. PRIMARY BUILDING ENTRANCE W/ DECORATIVE CONCRETE
ENTRY WALK.
7. LOCATION OF TRASH AND RECYCLABLE BINS. SEE SHEET A2-1 FOR ELEVATION AND SECTIONS. (CURRENT DESIGN TO HOLD 2
BINS).
8. NEW 8'-0" HIGH BLACK TUBE STEEL FENCE
9. PROPERTY LINES.
10. PROPOSED ELECTRICAL TRANSFORMER LOCATION.
11. 11' X 53' TRUCK TRAILER PARKING AREA.
12. NEW ADA ACCESSIBLE PARKING STALLS. 9' X 18'-0".
13. DASHED LINE INDICATES : NEW 5'-0" WIDE SURFACE WALK
ACCESSIBLE PATH OF TRAVEL FROM PUBLIC SIDEWALK &
PARKING STALLS TO PRIMARY BUILDING ENTRANCE -
CONSTRUCT NEW CONCRETE SIDEWALK. MAX SLOPE OF
SURFACE WALK IN THE DIRECTION OF TRAVEL 4.9%. MAX CROSS SLOPE 2%.
14. EXISTING POWER POLES. MAY NEED TO BE RELOCATED
DURING CONSTRUCTION WHEN SIDE WALK HAS BEEN INSTALLED.
15. PROPOSED LOCATION FOR DOMESTIC WATER METER AND 2"
SUPPLY LINE INTO BUILDING.
16. PROPOSED SEWER LATERAL FROM PUBLIC RIGHT OF WAY
INTO NEW BUILDING.
17. EXISTING DRIVE WAY APRON TO BE REMOVED.
18. EXISTING CURB GUTTER PER CITY STANDARD.
19. PROPOSED ONSITE FIRE HYDRANT LOCATIONS.
20. ALL UTILITY STRUCTURES SUCH AS TRANSFORMERS AND
BACK FLOW DEVICES SHALL BE SCREENED BY LANDSCAPE, SEE
LANDSCAPE PLAN.
21. CONCRETE LANDING AND BICYCLE RACK FOR BIKES. SEE
PROJECT DATA FOR SPACES REQUIRED.
22. LONG TERM MOUNTED BICYCLE RACK. (NOTE LONG TERM
RACK TO BE INSTALL ADJACENT TO ELECTRICAL ROOM TO
COMPLY WITH CALGREEN). SEE PROJECT DATA FOR SPACES
REQUIRED.
23. LOCATION OF POTENTIAL FUTURE MONUMENT SIGN.
1 2
5 4
66 7
8 8
8 8
8 9
10 11
12 13
20 15
20 1717
17 20
181813
2 12
20 20
1919
19 N89Ā40’09”W 620.26’
N00
Ā07’19”E 592.70’
S89Ā41’37”E 593.46’
17 17
S00Ā08’01”W 566.04’
5'
23 23
23 11/18/22, 11'41 AM1475 Kimberly Ave - Google Maps
Image capture: Aug 2022© 2022 Google
Aug 2022 See more dates
1475 Kimberly Ave
11/18/22, 11'39 AM799 S Acacia Ave - Google Maps
Image capture: Aug 2022© 2022 Google
Aug 2022 See more dates
799 S Acacia Ave
11/18/22, 11'48 AM1522 Kimberly Ave - Google Maps
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Aug 2022 See more dates
1522 Kimberly Ave
11/18/22, 11'50 AM801 S Acacia Ave - Google Maps
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Aug 2022 See more dates
801 S Acacia Ave
11/18/22, 11'50 AM1067 S Acacia Ave - Google Maps
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1067 S Acacia Ave
SHEET:
SHEET TITLERGA, OFFICE OF ARCHITECTURAL DESIGNCOPYRIGHTCHK'D BY:DRAWN BY:CAD FILE NAME:OWNER PROJECT NO:RGA PROJECT NO:MARKDESCRIPTIONDATESDPCBIDCD
CONSULTANT
PROFESSIONAL SEALS
RGAOfficennofnnArchitecturalnnDesignn
n
n
15231nAltonnParkway,nSuiten100n
Irvine,nCAnn92618n
n
Tn949-341-0920n
FXn949-341-0922
SD
SITE PHOTOS
JHJH00000.00
A1-2P
22126-00-A1-2P22126-0010/25/21SCHEMATIC DESIGNPLANNING SUBMITTAL11/14/22
ACACIA AVENUE,
FULLERTON,
CALIFORNIA
DEVELOPER:
APPLICANT:RGA OFFICE OF ARCHITECTURAL DESIGN
15231 ALTON PARKWAY SUITE 100
IRVINE, CA 92618
T: 949-341-0920
CONTACT : JACOB HUBER
[email protected]
ARES INDUSTRIAL MANAGEMENT
4675 MACARTHUR COURT SUITE 625
NEWPORT BEACH, CA 92660
TEL: 949-892-4900
CONTACT: JAMIE MCLAUGHLIN
[email protected]
ACACIA AVENUE
INDUSTRIAL WAREHOUSE
APPROXIMATE
FEMA FLOOD ZONE A0
(DEPTH 2 FEET)APPROXIMATE
FLOOD ZONE X (SHADED)
APROXIMATE
FLOOD ZONE A0(DEPTH 2 FEET)
STORM DRAIN CANAL STORM DRAIN CANAL
STORM DRAIN CANAL
STORM DRAIN CANAL
801 SOUTH ACACIA AVENUE
FINISHED FLOOR = 182.50'-182.61'
APN: 073-110-57
1580 KIMBERLY AVENUE
FINISHED FLOOR = 179.89'-180.00'
APN: 073-110-57
Equipment
Enclosure
EB
Shed
Shed
Shed
EB
EB
EB
EBT
T
6' Conc.Wall 6' Conc.Wall 6' CLF
Gate
6' CLF
Gate
8' CLF
6' CLF Gate
6' CLF Gate
6' CLF Gate
6' CLF
6' CLF
6' CLF
6' CLF
RAIL ROADRAIL ROADRAIL ROADRAIL ROAD
RAIL ROAD RAIL ROAD
RAIL ROAD
RR
PEDESTALS
CROSSING ARM
CROSSING ARM
LPG
6' CLF Gate
6' CLFGate6' CLF
Gate
6' CLF 6' CLF
6' CLF Gate
6' CLF
UBUB
TE
TE
6' CLF Gate
6' CLF
RR PEDESTAL
811 SOUTH ACACIA AVENUE
FINISHED FLOOR = 182.53'-183.06'
APN: 073-110-58
Shed
Gate
6' CLF
Overhang
6' CLF Gate
6' CLF
6' CLF
6' CLF
6' CLF
6' CLF Gate
6' WOODFENCE
6' Block Wall
8' CLF
8' CLF
LPG
Electrical
Equipment
WM 6' CLF WM
COM
VLT
TEL
PED
COM
VLT
Gate
APPROXIMATE
FLOOD ZONE X (SHADED)
APROXIMATE
FLOOD ZONE A0(DEPTH 2 FEET)
6' Block
Wall
LANDS OF MCKENNA EQUITIES LLC
(APN 073-110-54)
LANDS OF
MCKENNA EQUITIES LLC
(APN 073-110-53)
6' CLF
Gate
LANDS OF
GLI KIMBERLY LLC
(APN 073-110-77)
LANDS OF
UNIVERSAL MOLDING COMPANY
(APN 073-110-55)
STREET UNDERGOING IMPROVEMENTS
WATER LINES POSSIBLY REROUTED
NO STREET IMPROVEMENT PLANS AT
THIS TIME.
SSMH 178.45 RE
IE 168.19 24"(IN-W)
IE 168.15 24"(OUT-E)
IE 169.00 8"(IN-S)
SSMH 182.18 RE
IE 171.41 12"(IN-S)
IE 171.13 24"(OUT-W)
SSMH 181.68 RE
IE 171.63 12"(IN-N)
IE 171.71 12"(IN-S)
IE 171.60 12"(OUT-E)
SDMH 180.52 RE
IE 176.87 (OUT-W)
IE 176.88 (IN-NE)
IE 176.92 (IN-E)
IE 176.93 (IN-S)
SDMH 181.04 RE
IE 175.85 (OUT-N)
IE 175.91 (IN-E)
CB 178.53 RE
BTM 175.78
SDCB" 177.88 RE
IE 175.08 (N)
IE 175.19 (S)
12" (W)
CB 179.00 RE
BTM 175.39
CB 178.71 RE
BTM 174.14
CB 179.20 RE
IE 176.3 THRU
SDMH 179.31 RE
IE 176.47 (THRU)
SDMH 179.31 RE
IE 176.62 (THRU)
SSMH 179.45 RE
IE 170.99 8"(THRU)
CB 178.89 RE
IE 175.94 (OUT-N)
IE 175.98 (IN-S)
CB 178.76 RE
IE 175.83 (OUT-N)
IE 175.86 (IN-S)
CB 179.12 RE
IE 176.22 (THRU)
CB 179.07 RE
IE 176.2 (THRU)
CB 179.05 RE
IE 176.2 (OUT-N)
IE 176.24 (IN-S)
CB 178.95 RE
IE 175.98 (THRU)
CB 178.85 RE
IE 176.00 (THRU)
CB 178.81 RE
IE 175.91 (THRU)
CB 178.69 RE
IE 175.76 (THRU)
CB 178.55 RE
IE 175.7 (THRU)
SDDI 178.23 RE
IE 175.43
LID 178.17 RE
IE 175.45
SD OUTLET
ROLL UP DOORROLL UP DOORROLL UP DOOR
ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR ROLL UP DOOR
ROLL UP
DOOR
ROLL UP DOOR
ROLL UP DOOR
ROLL UP DOOR
ROLL UP DOOR ROLL UP DOOR
ROLL UP DOOR
ROLL UP DOOR
4" RWL
SSCO 178.99 RE
4" CONDUIT
SITE PLANSCALE: 1" = 30'-0"
K I M B E R L Y A V E N U E
A C A C I A A V E N U E
5'-11"
A
B
C
D
E
A - B - C -
D -
E -
SHEET:
SHEET TITLERGA, OFFICE OF ARCHITECTURAL DESIGNCOPYRIGHTCHK'D BY:DRAWN BY:CAD FILE NAME:OWNER PROJECT NO:RGA PROJECT NO:MARKDESCRIPTIONDATESDPCBIDCD
CONSULTANT
PROFESSIONAL SEALS
RGAOfficennofnnArchitecturalnnDesignn
n
n
15231nAltonnParkway,nSuiten100n
Irvine,nCAnn92618n
n
Tn949-341-0920n
FXn949-341-0922
SD
BUILDING FLOOR PLAN
JHJH00000.00
A2-1P
22126-00-A2-1P22126-0010/25/21SCHEMATIC DESIGNPLANNING SUBMITTAL11/14/22
ACACIA AVENUE,
FULLERTON,
CALIFORNIA
DEVELOPER:
APPLICANT:RGA OFFICE OF ARCHITECTURAL DESIGN
15231 ALTON PARKWAY SUITE 100
IRVINE, CA 92618
T: 949-341-0920
CONTACT : JACOB HUBER
[email protected]
ARES INDUSTRIAL MANAGEMENT
4675 MACARTHUR COURT SUITE 625
NEWPORT BEACH, CA 92660
TEL: 949-892-4900
CONTACT: JAMIE MCLAUGHLIN
[email protected]
ACACIA AVENUE
INDUSTRIAL WAREHOUSE
FLOOR PLANSCALE: 1" = 20'-0"
KEYNOTES
1. PROPOSED CONCRETE TILT-UP WAREHOUSE/OFFICE / MANUFACTURING FACILITY. PROJECT IS CURRENTLY BEING PROPOSED AS A SPECULATIVE BUILDING WITH NO TENANT. 2. PRIMARY ENTRANCE. 3. PAINTED 9'-0" X 10' DOCK HIGH METAL TRUCK DOORS. 4. PAINTED 12' X 15' GRADE LEVEL METAL TRUCK DOORS. 5. PAINTED 3' X 7' METAL ACCESS MAN DOORS. 6. STRUCTURAL BUILDING COLUMN. 7. STOREFRONT: BLUE GLAZING SET IN CLEAR ANODIZED ALUMINUM 2" X 4 1/4" MIN. OFF-SET GLAZING SYSTEM GLAZING PROPOSED WILL BE VISION AND SPANDREL. 8. GRADE LEVEL ACCESS RAMP. 9. TRUCKING SCREEN WALL. SEE ELEVATIONS FOR ADDITIONAL INFO. 10. PROPOSED ELECTRICAL/ TELEPHONE ROOM LOCATION. 00GENERAL NOTES:1. TRUCK SEALS WILL BE IMPLEMENTED ON THE DOCKS 2. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM GROUND ELEVATION VIEW TO A MIN DISTANCE OF 1,320 FEET
TYPICAL TRASH ENCLOSURE SECTION
SCALE: 1/4" = 1'-0"
CORRUGATED STEEL CANOPY STRUCTURAL STEEL SUPPORT COLUMNS FOR ROOF DECK PAINTED CONCRETE TILT-UP WALL PANEL CONCRETE CURB CONCRETE APRON CONCRETE WALL FOOTING SLOPE 1/8" PER. FT.
6'-0"2'
SLOPE 1%
3'-0"3'-0"
UNDER SIDE OF STRUCTUREOPEN BEYOND
8'-0" CLR.
TRASH ENCLOSURE SIDE ELEVATIONS
SCALE: 1/4" = 1'-0"
CORRUGATED STEEL CANOPY STRUCTURAL STEEL SUPPORT COLUMNS FOR ROOF DECK PAINTED CONCRETE TILT-UP WALL PANEL CONCRETE APRON SLOPE 1/8" PER. FT.
6'-0"2'
SLOPE 1%
UNDER SIDE OF STRUCTUREOPEN BEYOND
8'-0" CLR. PLANTER AREA
TRASH ENCLOSURE FRONT ELEVATIONS
SCALE: 1/4" = 1'-0"
CORRUGATED STEEL CANOPY STRUCTURAL STEEL SUPPORT COLUMNS FOR ROOF DECK PAINTED CONCRETE TILT-UP WALL PANEL CONCRETE APRON 6'-0"2'UNDER SIDE OF STRUCTURE8'-0" CLR. OPEN BEYONDOPEN BEYOND 553'-0"
553'-0"447'-7" 40'-5"32'-0"29'-0"
384'-0"
PRIMARY ENTRANCE
OFFICE AREA W/
MEZZANINE
85'-0"
ELECT.
10 (28) DOCK POSITIONS
WAREHOUSE AREA
FTP: 182,182 SF
1 6
2 4
8 DS
RD
DS
RD
2'2'29'-0"32'-0"84'-0"64'-0"84'-0"32'-0"51'-0"2'2'
68'-2"
2'2'
2'51'-0"32'-0"152'-6"64'-0"152'-6"32'-0"51'-0"12'-0"2' 2' 318'-0" 2'2'51'-0"32'-0"231'-0"
2RD
DS DS DS DS
RD
RD
35 77
9 SHEET:
SHEET TITLERGA, OFFICE OF ARCHITECTURAL DESIGNCOPYRIGHTCHK'D BY:DRAWN BY:CAD FILE NAME:OWNER PROJECT NO:RGA PROJECT NO:MARKDESCRIPTIONDATESDPCBIDCD
CONSULTANT
PROFESSIONAL SEALS
RGAOfficennofnnArchitecturalnnDesignn
n
n
15231nAltonnParkway,nSuiten100n
Irvine,nCAnn92618n
n
Tn949-341-0920n
FXn949-341-0922
SD
EXTERIOR ELEVATIONS
JHJH00000.00
A3-1P
22126-00-A3-122126-0010/25/22SCHEMATIC DESIGN
ACACIA AVENUE,
FULLERTON,
CALIFORNIA
PLANNING SUBMITTAL11/14/22
DEVELOPER:
APPLICANT:RGA OFFICE OF ARCHITECTURAL DESIGN
15231 ALTON PARKWAY SUITE 100
IRVINE, CA 92618
T: 949-341-0920
CONTACT : JACOB HUBER
[email protected]
ARES INDUSTRIAL MANAGEMENT
4675 MACARTHUR COURT SUITE 625
NEWPORT BEACH, CA 92660
TEL: 949-892-4900
CONTACT: JAMIE MCLAUGHLIN
[email protected]
ACACIA AVENUE
INDUSTRIAL WAREHOUSE
TYPICAL EQUIPMENT SCREEN LINE OF SIGHT
26' DRIVE AISLE
PROPERTY LINE LINE OF SIGHT
SCALE 1" =30'-0" NOTE: LINE OF SIGHT TAKEN FROM 6'-0" ABOVE FINISH GRADE 1
FINISH FLOOR
PROPOSED PACKAGE UNIT BUILDING PARAPET HEIGHT TILT-UP BUILDING 64'
CL. OF KIMBERLY AVENUE
45'T.O.P.
TYPICAL EQUIPMENT SCREEN LINE OF SIGHT
PROPERTY LINE
LINE OF SIGHT
SCALE 1" =30'-0" NOTE: LINE OF SIGHT TAKEN FROM 6'-0" ABOVE FINISH GRADE 2
FINISH FLOOR
PROPOSED PACKAGE UNIT BUILDING PARAPET HEIGHT TILT-UP BUILDING 20'
CL. OF ACACIA AVENUE
45'T.O.P.
NORTH ELEVATIONSCALE: " = 20'-0"
4 3879
EAST SCREENWALL ELEVATION - FACING ACACIA AVENUESCALE: 1" = 20'-0"14'-0" EAST ELEVATIONSCALE: " = 20'-0" WEST ELEVATIONSCALE: " = 20'-0" SOUTH ELEVATIONSCALE: " = 20'-0"
45'-0"
45'-0"
43'-0"
45'-0"
45'-0"
45'-0"
45'-0"
43'-0"
P-3
P-2
P-1
GL-1
M-1
MCC-1
FINISH SCHEDULE
FINISH SCHEDULE
CODEMATERIALDESCRIPTIONP-3LIGHT ACCENT COLORCOLOR: PPG - FOG 1010-2P-1FIELD COLORCOLOR: PPG - PEGASUS 1010-1P-2MCC-1METAL CLAD CANOPYALUCOBOND CLEAR ANODIZEDDARK ACCENT COLORCOLOR: PPG - DOWNPOUR 1010-4M-1MULLIONSCLEAR ANOIDIZED ALUM.GL-1GLAZINGBLUE GLAZING
1. PRIMARY ENTRANCE. 2. 2" WIDE X 3/4" DEEP HORIZONTAL / VERTICAL REVEAL. 3. REFLECTIVE GLASS IN STOREFRONT FRAME SYSTEM. 4. ALUMINUM CLAD CANOPY 5. PAINTED METAL CORNICE. 6. PAINTED CONCRETE TILT-UP EXTERIOR WALL CONSTRUCTION. 7. PAINTED 12' WIDE X 15' HIGH LEVEL VERTICAL LIFT TRUCK DOOR. 8. PAINTED 9' WIDE X 10' HIGH VERTICAL LIFT TRUCK DOOR. 9. 3' X 7' PAINTED METAL MAN DOOR. 10. METAL SUNSHADES. 11. PAINTED CONCRETE TILT-UP EXTERIOR WALL CONSTRUCTION WITH FORMLINER PATTERN.
KEYNOTES000
51036 11
4 3
51036 11
2 2 4
3 5103611 2
4 3
51036 1124
3 51036112
1 1
BUILDING
EAST KIMBERLY AVENUE
SOUTH ACACIA AVENUE
Brisbane BoxTristania conferta
TREES24" BoxCrape MyrtleLagerstroemia i 'Muskogee'10M
24" BoxAfghan PinePinus eldarica6L
London PlanePlatanus acerifolia
BOTANICAL/COMMON NAMESYMBOL PLANTING LEGENDWUCOLSSIZEQTYREMARKS 24" BoxM3315 Gal
Multi
Standard Pistacia chinensisChinese Pistache
OliveOlea europaeaMagnolia g. 'Samuel Sommer'Magnolia
12M
24" BoxStandard13M
StandardMulti10L
24" Box8LStandard
Standard
8' O.C.1 GalAcacia redolens 'Low Boy'Low Boy Trailing Acacia
ACCENTS
GROUNDCOVER
48" O.C.1 GalRosmarinus o. 'Huntington Carpet'
Feathery CassiaSenna artemisioides
L
Rhamnus californicaCoffeeberryAutumn SageSalvia greggii L
Texas RangerLeucophyllum f. 'Green Cloud'
SPACINGSIZEREMARKS SYMBOL SHRUBSBOTANICAL/COMMON NAMEWUCOLS
SIZEREMARKS SYMBOL BOTANICAL/COMMON NAMEWUCOLS
SPACINGSIZEREMARKS SYMBOL BOTANICAL/COMMON NAMEWUCOLS
L Huntington Carpet Rosemary1 Gal30" O.C.
Dasylerion wheeleriDesert SpoonHesperaloe parvifloraRed Yucca Texas PrivetLigustrum j. Texanum
Lonicera j. 'Halliana'Hall's Honeysuckle
Hopseed BushDodonaea viscosa 'Purpurea'
Rosa 'Flower Carpet' RedRed Flower Carpet Rose48" O.C.1 GalL Altas FescueFestuca mairei24" O.C.1 GalM Pink MuhlyMuhlenbergia capillarisL 1 Gal3'
12" O.C.4" PotsSenecio mandraliscaeM Blue Chalksticks
Grass
Coral AloeAloe striata
Lantana 'New Gold'Compact Gold Lantana
Agave villmoriniana5 GalL Octopus Agave1 GalL 5 GalL 5 GalL 1 GalL 5 GalM4'5 GalL 4'5 GalM3'5 GalL 4'
Sanat Barbara SageSalvia l. 'Santa Barbara'5 GalL 3'5 GalL 4'5 GalL 4' 5 GalL Agave 'Blue GlowBlue Glow Agave
Pineapple GauvaAcca sellowiana5 GalM3'
48" Box
Parking Lot ShadingRequired Shading 7,924 sfProvided Shading 7,940 sfParking Lot LandscapeRequired Landscape 2,225 sfProvided Landscape 11,165 sf Fullerton, California22-13712.07.22Ares Acacia and Kimberly Ave711 FEE ANA STREET714.986.2400 FAX 714.986.2408PLACENTIA, CA 92870 02.23.23 015'30'60' N
NORTH AMERICA | EUROPE | AFRICA | AUSTRALIA | ASIA
WWW.FIRSTCARBONSOLUTIONS.COM
CEQA Guidelines Sections 15168 and 15183 Environmental Checklist BTC III Fullerton Acacia-Kimberly Commerce Project
City of Fullerton, Orange County, California
Prepared for:
City of Fullerton
303 West Commonwealth Avenue
Fullerton, CA 92832
714.738.6559
Contact: Edgardo Caldera, Senior Planner
Prepared by:
FirstCarbon Solutions
250 Commerce, Suite 210
Irvine, CA 92602
714.508.4100
Contact: Mary Bean, Project Director
Brittany Hagen, Project Manager
Date: January 16, 2024
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City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Table of Contents
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Table of Contents
Acronyms and Abbreviations ........................................................................................................ iii Section 1: Introduction .................................................................................................................. 1
1.1 - CEQA Assessment .............................................................................................................. 1
1.2 - Summary of Results ........................................................................................................... 1 Section 2: Project Description ........................................................................................................ 3
2.1 - Project Location and Setting.............................................................................................. 3
2.2 - Project Background and Previous Environmental Review ................................................. 4
2.3 - Project Description ............................................................................................................ 4 Section 3: CEQA Guidelines Section 15168: Projects Consistent With Prior Environmental Documentation................................................................................................................ 25
3.1 - CEQA Guidelines Section 15168 ...................................................................................... 25
3.2 - Public Resources Code Section 21166 and CEQA Guidelines Section 15162 .................. 25 Section 4: CEQA Guidelines Section 15183: Projects Consistent With a Community Plan or Zoning 27 Section 5: Environmental Checklist .............................................................................................. 29
5.1 Aesthetics ...................................................................................................................... 31
5.2 Agriculture and Forestry Resources .............................................................................. 36
5.3 Air Quality ..................................................................................................................... 40
5.4 Biological Resources ...................................................................................................... 62
5.5 Cultural and Tribal Cultural Resources .......................................................................... 69
5.6 Energy ........................................................................................................................... 80
5.7 Geology and Soils .......................................................................................................... 86
5.8 Greenhouse Gas Emissions ........................................................................................... 96
5.9 Hazards and Hazardous Materials ............................................................................... 108
5.10 Hydrology and Water Quality ...................................................................................... 117
5.11 Land Use and Planning ................................................................................................ 126
5.12 Mineral Resources ....................................................................................................... 129
5.13 Noise ........................................................................................................................... 131
5.14 Population and Housing .............................................................................................. 138
5.15 Public Services ............................................................................................................. 141
5.16 Recreation ................................................................................................................... 147
5.17 Transportation ............................................................................................................. 149
5.18 Utilities and Service Systems ...................................................................................... 155
5.19 Wildfire........................................................................................................................ 163
5.20 Mandatory Findings of Significance ............................................................................ 168 Section 6: List of Preparers ......................................................................................................... 173
Appendix A: Air Quality, Greenhouse Gas Emissions, and Energy Supporting Information Appendix B: Biological Resources Supporting Information Appendix C: Phase I Cultural Resources Assessment
Appendix D: Geology and Soils Supporting Information
D.1 - Geotechnical Investigation
D.2 - Infiltration Report
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D.3 - Paleontological Records Search Results
Appendix E: Hazards and Hazardous Materials Supporting Information E.1 - Phase I Environmental Site Assessment
E.2 - Phase II Environmental Site Assessment
Appendix F: Hydrology and Water Quality Supporting Information F.1 - Preliminary Hydrology Study
F.2 - Preliminary Water Quality Management Plan
Appendix G: Noise Impact Analysis
Appendix H: Trip Generation and Vehicle Miles Traveled Assessment
List of Tables
Table 1: SCAQMD Regional Thresholds of Significance ......................................................................... 41 Table 2: SCAQMD Localized Significance Thresholds (Construction/Operations) ................................ 42 Table 3: Proposed Construction Schedule ............................................................................................ 48 Table 4: Maximum Construction-Related Emissions (lbs/day) .............................................................. 48 Table 5: Daily Operational Emissions (lbs/day) ..................................................................................... 51 T able 6: Localized Significance of Construction Emissions (Maximum Pounds per Day) .................... 53 Table 7: Localized Significance of Operational Emissions (Maximum Pounds per Day) ....................... 54 Table 8: Estimated Annual Project Energy Consumption ...................................................................... 81 Table 9: Estimated Construction-Related Greenhouse Gas Emissions ................................................. 98 Table 10: Operational Greenhouse Gas Emissions ................................................................................ 99 Table 11: Consistency with SB 32 2017 Scoping Plan Update ............................................................. 101 Table 12: Proposed Project Consistency with 2022 Scoping Plan Greenhouse Gas Emission Reduction Strategies ........................................................................................ 102 Table 13: Consistency with Fullerton Climate Action Plan .................................................................. 104 Table 14: Trip Generation Comparison ............................................................................................... 150
List of Exhibits
Exhibit 1: Regional Location Map ............................................................................................................ 9 Exhibit 2: Local Vicinity Map ................................................................................................................. 11 Exhibit 3: General Plan Land Use Map .................................................................................................. 13 Exhibit 4: Zoning Map ........................................................................................................................... 15 Exhibit 5: Site Plan ................................................................................................................................. 17 Exhibit 6: Off-site Roadway and Frontage Improvements .................................................................... 19 Exhibit 7: Landscaping Plan ................................................................................................................... 21 Exhibit 8: Exterior Building Elevations .................................................................................................. 23 City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Acronyms and Abbreviations
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ACRONYMS AND ABBREVIATIONS
°C degrees Celsius (Centigrade)
°F degrees Fahrenheit
µg/m3 micrograms per cubic meter
1,1-DCE 1,1-dichloroethylene
AAI All Appropriate Inquiries
AAQS Ambient Air Quality Standards
AB Assembly Bill
ACM asbestos-containing materials
ADA Americans with Disabilities Act
ADS Advanced Drainage System
ADT Average Daily Traffic
AELUP Airport Land Use Plan for Fullerton Municipal Airport ALUC Airport Land Use Commission
APSA Aboveground Petroleum Storage Act of 1990
AQMD Air Quality Management District
AQMP Air Quality Management Plan
ARB California Air Resources Board
AST aboveground storage tank
ASTM American Society of Testing and Materials
BERD California Built Environment Resource Directory
BMP Best Management Practice
CAAQS California Ambient Air Quality Standards
Cal/ARP California Accidental Release Prevention Program CalEEMod California Emissions Estimator Model
CALGreen California Green Building Standards Code
CalRecycle California Department of Resources Recycling and Recovery Caltrans California Department of Transportation
CAP Climate Action Plan
CBC California Building Standards Code
CDF California Department of Finance
CDNC California Digital Newspaper Collection
CEQA California Environmental Quality Act
CHL California Historical Landmarks
CMP Congestion Management Plan
CMU concrete masonry unit
City of Fullerton—Acacia Avenue and Kimberly Avenue Industrial Project Abbreviations Consistency Checklist
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CNDDB California Natural Diversity Database
CNEL Community Noise Equivalent Level
CNPS California Native Plant Society
CNPSEI California Native Plant Society’s Electronic Inventory CO2e carbon dioxide equivalent
CPHI California Points of Historical Interest
CRHR California Register of Historical Resources
DAMP Drainage Area Management Plan
dBA A-weighted decibel
DCDA Double Check Detector Assembly
DPM diesel particulate matter
DPR California Department of Parks and Recreation
DTSC California Department of Toxic Substances Control
du dwelling units
EHD Environmental Health Division
EIR Environmental Impact Report
EMFAC Emission Factors mobile source emissions model
EOP Emergency Operations Plan
ESA Environmentally Sensitive Area
EV electric vehicle
FAR floor area ratio
FBC Fullerton Building Code
FCS FirstCarbon Solutions
FEIR Final Environmental Impact Report
FEMA Federal Emergency Management Agency
FHSZ Fire Hazard Severity Zone
FJUHSD Fullerton Joint Union High School District
FPD Fullerton Police Department
FSD Fullerton School District
FTA Federal Transit Administration
FTC Fullerton Transportation Center
ghg greenhouse gas
gpd gallons per day
HCP Habitat Conservation Plan
HPLV high-pressure-low-volume
HVAC heating, ventilation, and air conditioning
IpaC Information for Planning and Consultation
kBTU kilo-British Thermal Unit
City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Acronyms and Abbreviations
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kWh kilowatt hour
LBP lead-based paint
LDA light-duty automobile
Leq equivalent sound level
LHD1 light heavy-duty one-axle truck
LHD2 light heavy-duty two-axle truck
LHMP Local Hazard Mitigation Plan
LOMR Letter of Map Revision
LOS Level of Service
LRA Local Responsibility Area
LST localized significance thresholds
MBTA Migratory Bird Treaty Act
MDV medium-duty vehicle
MERV Minimum Efficiency Reporting Value
mgd million gallons per day
M-P Manufacturing Park
mph miles per hour
MRZ Mineral Resource Zone
MT metric tons
MWS Modular Wetlands System
NAAQS National Ambient Air Quality Standards
NAHC Native American Heritage Commission
NIA Noise Impact Analysis
NOI Notice of Intent
NOX nitrogen oxide
NPDES National Pollutant Discharge Elimination System
NPL National Priority List
NRHP National Register of Historic Places
OCNB Orange County North Basin
OCTA Orange County Transportation Authority
OPR California Governor’s Office of Planning and Research OC San Orange County Sanitation District
PA Policy Action
PCE tetrachloroethylene
PDF Project Design Feature
ppm parts per million
PPV peak particle velocity
RCP Reinforced Concrete Pipe
City of Fullerton—Acacia Avenue and Kimberly Avenue Industrial Project Abbreviations Consistency Checklist
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REC Recognized Environmental Condition
ROG reactive organic gases
RPS Renewable Portfolio Standard
RTP Regional Transportation Plan
RWQCB Regional Water Quality Control Board
RWQCF Regional Water Quality Control Facility
SB Senate Bill
SCAG Southern California Association of Governments
SCAQMD South Coast Air Quality Management District
SCCIC South Central Coastal Information Center
SCE Southern California Edison
SCH State Clearinghouse
SCS Sustainable Communities Strategy
SLCP Short-Lived Climate Pollutant
SMARA California Surface Mining and Reclamation Act
SoCAB South Coast Air Basin
SoCalGas Southern California Gas Company
SOX sulfur oxide
SP service population
SR State Route
SRA Source Receptor Area
State Water Board California State Water Resources Control Board SWPPP Storm Water Pollution Prevention Plan
SWQDCV Storm Water Quality Design Capture Volume
TAC toxic air contaminant
TCE tricholorethylene
TCR Tribal Cultural Resource
TPA Transit Priority Area
TRU Transport Refrigeration Unit
UCMP University of California Museum of Paleontology
USFWS United States Fish and Wildlife Service
USGS United States Geological Survey
UST underground storage tank
UWMP Urban Water Management Plan
VMT Vehicle Miles Traveled
VOC volatile organic compound
WEAP Worker Environmental Awareness Program
WQMP Water Quality Management Plan
ZEV Zero-Emission Vehicle
City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Introduction
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SECTION 1: INTRODUCTION
This Consistency Checklist and attached supporting documents have been prepared to determine whether and to what extent The Fullerton Plan Environmental Impact Report (prior EIR) (State Clearinghouse No. 2011051019) prepared for the City of Fullerton remains sufficient to address the potential impacts of the proposed Acacia Avenue and Kimberly Avenue Industrial Project (proposed project), or whether additional documentation is required under the California Environmental Quality Act (CEQA) (Public Resources Code [PRC] § 21000, et seq.). The proposed project includes demolition of the existing industrial buildings on the project site and the construction of a 185,525- square-foot concrete tilt-up warehouse building with a 5,000-square-foot first floor office, 5,000- square-foot mezzanine, 28 dock doors, 128 parking stalls, and 42 trailer stalls.
1.1 - CEQA Assessment
The following Environmental Checklist has been prepared pursuant to CEQA Guidelines Sections 15168 (Project Within the Scope of a Program EIR) and 15183 (Projects Consistent with a Community Plan or Zoning) to determine whether the proposed project requires additional environmental review.
Pursuant to CEQA Guidelines Section 15168, later activities that fit within the scope of a program are properly examined in light of the analysis in the prior EIR to determine whether an additional environmental document must be prepared. An additional environmental document is not required unless the later activity: (1) would have new effects not examined in the prior EIR; or (2) would require new mitigation measures not previously identified in the prior EIR. If both requirements are met, the lead agency may approve the activity as being within the scope of the project covered by the prior EIR, and no additional environmental documentation is required. The lead agency shall incorporate all applicable mitigation measures and alternatives developed in the prior EIR into subsequent actions in the program.
Separately and independently, CEQA Guidelines Section 15183 provides a statutory exemption that mandates that projects which are consistent with the development density established by existing zoning, community plan or general plan policies for which an Final EIR was certified (in this case, The Fullerton Plan EIR) shall not require additional environmental review, except as might be necessary to examine whether there are project-specific significant effects which are peculiar to the project or its site.
1.2 - Summary of Results
As illustrated by the following Environmental Checklist, the proposed project is found to be in conformance with the analysis and conclusions of the prior EIR. This determination supports the design review approval of the proposed project and is based on the following criteria:
1. There are no new significant effects peculiar to the proposed project or its site.
2. There are no new significant effects that were not previously evaluated in the prior EIR.
City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Introduction Consistency Checklist
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3. There are no new significant off-site or cumulative impacts that were not analyzed in the prior EIR.
4. There are no adverse impacts that are more severe than those previously identified in the prior EIR.
5. No substantial new information has been identified that requires additional analysis under either Section 15162(a)(3) or 15183(b)(4).
6. There are no substantial changes proposed in the project or with respect to the circumstances under which the project is undertaken that require major revisions of the prior EIR.
This evaluation concludes that the proposed project is within the scope of the prior EIR, and that no further CEQA documentation is required.
The prior EIR is available at:
City of Fullerton
303 West Commonwealth Avenue
Fullerton, California 92832
Website: https://www.cityoffullerton.com/government/departments/community-and- economic-development/planning-zoning/general-plan/final-program-eir City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Project Description
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SECTION 2: PROJECT DESCRIPTION
2.1 - Project Location and Setting
2.1.1 - Project Location
The approximately 8.43-acre project site is located in the City of Fullerton, in Orange County, California (Exhibit 1). The City of Fullerton is located in the northern portion of Orange County and is bordered by the City of La Habra and the City of Brea to the north, the City of Placentia to the east, the City of Anaheim to the south, and the City of Buena Park and the City of La Mirada to the west.
Regional access would be provided by State Route (SR) 91, SR-57, and Interstate 5 (I-5). Local access would be provided via South Acacia Avenue, Kimberly Avenue, Orangethorpe Avenue, and Raymond Avenue.
The project site is located at the corner of Kimberly Avenue and Acacia Avenue on two parcels corresponding to Assessor’s Parcel Numbers (APNs) 073-110-57 and -58 (Exhibit 2). The project site is located on the Anaheim, California United States Geological Survey (USGS) 7.5-minute Topographic Quadrangle Map.
2.1.2 - Existing Development and Land Use Activities
The project site is surrounded by industrial and commercial buildings to the north, south, east, and west. The project site currently contains three industrial buildings totaling approximately 155,000 square feet, as well as a paved area and parking lot. The existing buildings, paved area, and parking lot would be demolished prior to construction of the proposed project. The project site is designated as Industrial according to The Fullerton Plan (Exhibit 3) and zoned as Manufacturing Park (M-P) (Exhibit 4).
1 2.1.3 - General Plan and Zoning Designations
According to The Fullerton Plan, the project site has a land use designation of Industrial. Areas designated as Industrial are intended to protect and enhance the City’s major employment areas by providing opportunities for manufacturing, product assembly, research and development, warehousing, and supporting uses and amenities. This designation allows for floor area ratio (FAR) ranging from 0.35 to 0.5, excluding structured parking.2 The Fullerton Plan identifies Focus Areas throughout the City to establish strategies, programs, and improvements to specific neighborhoods and areas. The proposed project is located within Focus Area K, Southeast Industrial, which is envisioned as the City’s primary employment generating areas and will be characterized by preserved industrial uses that will support expanding industries, including high tech and clean
1 City of Fullerton. 2023. GoZone Interactive Map. Website:
https://gis.cityoffullerton.com/portal/apps/webappviewer/index.html?id=38a7db5f8a8748b1818bc31269bfa3b0. Accessed August 16, 2023.
2 City of Fullerton. 2012. The Fullerton Plan – Tables and Exhibits. Website:
https://www.cityoffullerton.com/home/showpublisheddocument/1033/637575629686070000. Accessed October 6, 2023.
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technology, research and development, creative industries and medical research. The project would be consistent with the vision for Focus Area K.
The proposed project site Is zoned as M-P (80,000-square-foot minimum lot size). According to the Fullerton Municipal Code (Municipal Code), M-P zones are intended for a wide range of light industrial activities, often based on a multiple-tenant typed development. The Municipal Code sets standards and requirements for M-P development, including outdoor storage of material products, supplies, and containers, parking, access and circulation, transportation demand management, and environmental controls. As specified in the Municipal Code, the proposed project is subject to site plan review as new construction in an industrial zone(Municipal Code, Title 15, Chapter 15.47).
2.2 - Project Background and Previous Environmental Review
2.2.1 - General Plan and Environmental Impact Report
The City of Fullerton adopted The Fullerton Plan on May 1, 2012. The Fullerton Plan includes four elements covering the built environment, the economy, the community, and the natural environment. The Fullerton Plan dictates the land use and zoning designations for all areas within the City, and identifies 12 geographic Focus Areas in which to concentrate potential change through community-lead planning processes. The proposed project is located within the geographical limits of the City of Fullerton within Focus Area K. The proposed project would be consistent with the goals and policies listed in The Fullerton Plan, as well as the land use and zoning designation listed for the project site.
The Fullerton Plan Environmental Impact Report (prior EIR) was prepared in accordance with CEQA Guidelines and was certified on May 1, 2012 (State Clearinghouse [SCH] Number 2011051019). As detailed further herein, the prior EIR considered the potential environmental impacts of buildout to 2030, including the addition of approximately 126,800 people to the City’s population. The prior EIR Land Use and Planning analysis specifically acknowledged that The Fullerton Plan includes Policy P10.13, establishing Manufacturing Diversification Support policies, projects, programs, and regulations for diversifying the City’s manufacturing base and facilitating investment in the City’s industrial areas that will result in maintaining or growing local jobs and creating an environment that is attractive to high tech, research and development, business incubators, manufacturers, transportation and warehouse logistics companies, services, and other emerging industries.
Accordingly, the proposed project is a later activity within the scope of the prior EIR. Additionally, included within it is an analysis of existing City conditions at the time of publication, potential impacts caused by total buildout of The Fullerton Plan, as well as feasible mitigation measures to reduce or avoid associated impacts.
2.3 - Project Description
The project applicant (BTC III Fullerton CC LP) proposes to demolish the existing structures on the project site and construct a 185,525-square-foot concrete tilt-up warehouse building with a 5,000- square-foot first floor office, 5,000-square-foot mezzanine, 28 dock doors, 128 parking stalls, and 42 City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Project Description
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trailer stalls (Exhibit 5).3 The existing buildings were constructed decades ago and are now aging and outdated. The new building will meet or exceed the requirements set by the California Green Building Standards Code (CALGreen) and the California Energy Code (Title 24) which will result in energy efficiency and conservation, water efficiency and conservation, resource efficiency and material conservation, and improvements to stormwater and drainage. Redevelopment of the property was specifically tailored to replace and modernize the existing industrial facility with equivalent size, purpose, and capacity, but with higher environmental sustainability standards. It is anticipated that the new use will be less impactful than the existing uses because of improvements and efficiencies in design.
2.3.1 - Off-site Improvements
The proposed project would include a total of approximately 0.90-acre of off-site improvements, including 0.20-acre of paving, curb and gutter as well as 0.70-acre of pavement reconstruction along Kimberly Avenue. The project applicant proposes to construct two driveways along Kimberly Avenue and one driveway along South Acacia Avenue.
On South Acacia Avenue, one 6-inch fire service with a fire hydrant would be extended to the curb from an existing water main. An existing 10-inch fire water service would be utilized with a new 10- inch Double Check Detector Assembly (DCDA).
On Kimberly Avenue, one 10-inch fire service line, and one 2-inch irrigation service and meter would be extended from the existing main to the project site. One 6-inch fire service with a fire hydrant would be extended to the curb from the existing water main. The existing domestic water service and meter would be reutilized. There are two existing 12-inch water mains in Kimberly Avenue. The southern main closest to the site would be abandoned in place. All proposed water utilities would be reconnected to the northern water main.
Public fire hydrants would be provided on both project frontages to adhere to City of Fullerton spacing requirements (Exhibit 6). An existing storm drain catch basin on Kimberly Avenue would be removed and replaced with a new catch basin east of the northwest driveway with new a Reinforced Concrete Pipe (RCP) storm drain connection and a manhole in the street.
An existing sewer lateral that connects to the 8-inch sewer main within an easement on the neighboring property west of the site would be reutilized.
2.3.2 - Site Access and Circulation
The proposed project would provide 128 automobile stalls, which would be located along the northern boundary of the site bordering Kimberly Avenue. The 128 stalls would include 116 standard stalls, four Americans with Disabilities Act (ADA) stalls, two ADA van stalls, two electric vehicle (EV) stalls, two EV ADA standard stalls, and two EV van stalls. The proposed project would also provide 42 trailer parking stalls, which would be located along the southern boundary of the site. Three access points would be provided: one 35-foot-wide right-in/right-out driveway along South Acacia Avenue,
3 Cold storage is not proposed as part of the project.
City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Project Description Consistency Checklist
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one 37-foot 10-inch-wide full access driveway along Kimberly Avenue, and one 35-foot driveway along Kimberly Avenue. The proposed project would include a 26-foot-wide fire lane around all sides of the building for emergency access.
2.3.3 - Fencing
The project site would include an 8-foot-high black tube steel fence along the western and southern boundaries of the site, which would connect to an existing 6-foot-high concrete masonry unit (CMU) block wall at the southeastern corner of the site running perpendicular to South Acacia Avenue. The proposed project would include a 14-foot-high concrete trucking screening wall at the southeastern corner of the project site running parallel to South Acacia Avenue. New and existing fencing would be used to screen portions of the site, including the proposed truck yard along the southern border of the site (Exhibit 5).
2.3.4 - Design and Appearance
The proposed warehouse building would consist of concrete tilt-up panel construction. The building would be designed with an exterior height of 45 feet (Exhibit 8).
2.3.5 - Landscaping
The proposed project would include approximately 44,728 square feet of landscaping around the perimeter of the site and throughout the parking areas. Landscaping would include trees, shrubs, ground cover, and accents primarily along the frontages of South Acacia Avenue and Kimberly Avenue, and throughout the site. Landscaping would include species such as crape myrtle, magnolia, olive, Afghan pine, Chinese pistache, London plane, and Brisbane box trees, pineapple guava, hopseed bush, Texas ranger, Texas privet, coffeeberry, autumn sage, Santa Barbara sage, feathery cassia, pink muhly, low boy trailing acacia, atlas fescue, Hall’s honeysuckle, red flower carpet rose, Huntington carpet rosemary, blue chalksticks, blue glow agave, octopus agave, coral aloe, desert spoon, red yucca, and compact fold lantana (Exhibit 8).
The proposed project would employ a low flow irrigation system to ensure that water efficiency would meet or surpass the current State mandated Assembly Bill (AB) 1881 Water Efficient Landscape Ordinance and would also adhere to Municipal Code Section 15.50, Landscaping and Irrigation Requirements.
2.3.6 - Lighting
The proposed project would operate 24 hours a day, 7 days a week as a warehouse facility; thus, lighting would be designed to maximize employee safety and security while complying with City standards to address adjacency issues.
2.3.7 - Utilities
The proposed project would be served by the following utility providers:
• Electricity: Southern California Edison (SCE)
City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Consistency Checklist Project Description
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• Natural Gas: The proposed project would not utilize the existing gas service and would be 100 percent electric
• Potable Water: City of Fullerton
• Wastewater: City of Fullerton
• Solid Waste Removal: Republic Services
2.3.8 - Storm Drainage
Site drainage would flow to grated catch basins throughout the truck dock, drive aisle, and parking area. Roof drains would connect to the storm drain system, which would convey stormwater to a Modular Wetlands System (MWS) biofiltration system for stormwater quality treatment before being pumped and discharged to the public storm drain line north of the property on Kimberly Avenue.
The MWS is a biofiltration device that is sized to meet the Storm Water Quality Design Capture Volume (SWQDCV). The MWS would be designed so that drainage from larger storm events that exceed the treatment flowrate would be stored in an underground corrugated metal pipe detention pipe, sized to contain the SWQDCV. Emergency overflow would bypass the system through a pipe with an invert that connects directly to the public storm drain. Emergency overland overflow would occur at the proposed driveway on Kimberly Avenue at point of lowest elevation, located at the northwest corner of the project site.
In terms of drainage and stormwater quality, the proposed project would be designed to conform to the requirements of the Orange County Hydrology Manual and Santa Ana Regional Water Quality Control Board (Santa Ana RWQCB) Order No. R8-2009-0030/National Pollutant Discharge Elimination System (NPDES) No. CAS618030. Design details will be documented in technical report formats (i.e.– Water Quality Management Plan [WQMP] and Hydrology Study).
2.3.9 - Wastewater
The project site would connect to an 8-inch public sanitary sewer line owned by the City of Fullerton and located within an easement on a neighboring property along the western property line.
2.3.10 - Phasing and Construction
The proposed project would include demolition of the existing on-site structures prior to grading and construction. Construction of the proposed project and off-site roadway and frontage improvements is estimated to be completed in one phase that is projected to begin in the second quarter of 2024 and conclude in the second quarter of 2025. Construction would take approximately 13 months, including demolition and grading. The proposed project is expected to be operational in the second quarter of 2025.
2.3.11 - Operation and Employment
The proposed project would operate 24 hours a day, 7 days a week. Operational activities within the project site would comply with the permitted uses of M-P zone, as described in the Fullerton City of Fullerton—BTC III Fullerton Acacia-Kimberly Commerce Project Project Description Consistency Checklist
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General Plan and the Municipal Code (Municipal Code, Title 15, Chapter 15.40, § 15.40.020). The proposed project would employ approximately 225 employees on-site divided among three shifts.
Project Design Features
The proposed project would be solar ready and comply with all Title 24 requirements. EV charging equipment would be provided for all EV stalls described above in Section 2.3.2, Site Access and Circulation.
2.4 - Discretionary Approvals
The proposed project conforms to The Fullerton Plan Land Use and Zoning designations. It is anticipated that the proposed project would require the following discretionary approval:
• Major Site Plan
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