Mayor and City Council
September 21, 2022

Mayor and City Council of the City of San Bernardino Page 1

CITY OF SAN BERNARDINO

REVISED AGENDA

FOR THE

REGULAR MEETING OF THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO,

MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO ACTING AS THE SUCCESSOR

AGENCY TO THE REDEVELOPMENT AGENCY, MAYOR AND CITY COUNCIL OF THE CITY OF SAN

BERNARDINO ACTING AS THE SUCCESSOR HOUSING AGENCY TO THE REDEVELOPMENT

AGENCY, AND MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO ACTING AS THE

HOUSING AUTHORITY, AND MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO

ACTING AS THE SAN BERNARDINO JOINT POWERS FINANCING AUTHORITY WEDNESDAY, SEPTEMBER 21, 2022
5:30 PM ­ CLOSED SESSION 7:00 PM ­ OPEN SESSION
FELDHEYM CENTRAL LIBRARY • SAN BERNARDINO, CA 92410 • WWW.SBCITY.ORG Theodore Sanchez John Valdivia Damon L. Alexander
COUNCIL MEMBER, WARD 1 COUNCIL MEMBER, WARD 7
MAYOR
Sandra Ibarra Robert D. Field
COUNCIL MEMBER, WARD 2 CITY MANAGER
Juan Figueroa Sonia Carvalho
COUNCIL MEMBER, WARD 3 CITY ATTORNEY
Fred Shorett Genoveva Rocha
COUNCIL MEMBER, WARD 4 CITY CLERK
Ben Reynoso
COUNCIL MEMBER, WARD 5
Kimberly Calvin
COUNCIL MEMBER, WARD 6
Welcome to a meeting of the Mayor and City Council of the City of San Bernardino.

PLEASE VIEW THE LAST PAGES OF THE AGENDA FOR PUBLIC
COMMENT OPTIONS OR CLICK ON THE FOLLOWING LINK:
https://tinyurl.com/mccpubliccomments
Please contact the City Clerk's Office (909) 384­5002 two working days prior to the meeting for any requests for reasonable accommodation to includeinterpreters.

To view PowerPoint presentations, written comments, or any revised documents for this meeting date, select the link https://tinyurl.com/agendabackup092122 From the City's homepage www.sbcity.org select the Government category ­> City Clerk ­> on the Navigation menu select Search for Records Online ­> Council Agendas ­> Current Year 2022 ­> Meeting Date
Mayor and City Council of the City of San Bernardino Page 2

CALL TO ORDER
Attendee Name
Council Member, Ward 1 Theodore Sanchez
Council Member, Ward 2 Sandra Ibarra
Mayor Pro­Tem, Ward 3 Juan Figueroa
Council Member, Ward 4 Fred Shorett
Council Member, Ward 5 Ben Reynoso
Council Member, Ward 6 Kimberly Calvin
Council Member, Ward 7 Damon L Alexander
Mayor JohnValdivia
City Manager Robert D. Field
City Attorney Sonia Carvalho
City Clerk Genoveva Rocha
5:30 P.M.

CLOSED SESSION PUBLIC COMMENT

CLOSED SESSION
A) CONFERENCE WITH LEGAL COUNSEL ­ EXISTING LITIGATION(Pursuant to Government Code Section 54956.9(a) and (d)(1):

Elexus Marquez v. City of San Bernardino, et al., United States District Court Case No. 5:21­cv­2016 – JWH (KKx)
Timothy Crocker v. City of San Bernardino, Workers’ Comp. Case Nos.

ADJ11861952, ADJ12073336, ADJ11317430, ADJ10539183, ADJ4206696, ADJ8199169 and ADJ4007332
Ronald Garcia v. City of San Bernardino, Workers’ Comp. Case No. ADJ13084550 B)CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION Significant exposure to litigation (Pursuant to Government Code Section 54956.9(d)(2)): Two Cases
a. Notice of Claim, Montecito Equities, Ltd., dated November 20, 2020 (on file with City Clerk), tolled through July 2, 2023 (per agreements on file with City Clerk).
b. Notice of Claim, Robert Adams and Tamika Devila, dated July 26, 2022, Claim No. GHC0045454.

C) CONFERENCE WITH LABOR NEGOTIATOR (Pursuant to Government Code Section 54957.6):

Agency Designated Representative: City Manager
Employee Organization: San Bernardino Police Officers Association D) CONFERENCE WITH REAL PROPERTY NEGOTIATORS Pursuant to Government Code Section 54956.8
Property: Portions of Seccombe Lake Park
City Negotiator: Robert Field, City Manager
Negotiating Parties: Rick Westberg, The Richman Group ofCalifornia Under Negotiations: Price and Terms of ExclusiveNegotiating Agreement
Mayor and City Council of the City of San Bernardino Page 3 7:00 P.M.

INVOCATION AND PLEDGE OF ALLEGIANCE

CLOSED SESSION REPORT

CITY MANAGER UPDATE

MAYOR & CITY COUNCIL UPDATES/REPORTS ON CONFERENCES & MEETINGS

PRESENTATIONS

1. San Bernardino Community College District Campus/System Update Presented By: San Bernardino Community College District Chancellor Diana Z. Rodriguez and San Bernardino Valley College Interim President Scott Thayer

2. Proclamation for Library Card Sign Up Month – September 2022

PUBLIC COMMENTS FOR ITEMS LISTED AND NOT LISTED ON THE AGENDA

DISCUSSION

3. Execution of an Exclusive Negotiation Agreement between the City of San Bernardino and Rich Development Enterprises, LLC for the City­Owned Arden Guthrie Property
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Resolution No. 2022­189 authorizing the City Manager to execute an Exclusive Negotiation Agreement (ENA) between the City of San Bernardino and Rich Development Enterprises, LLC (Rich Development) for the Arden Guthrie property

PUBLIC HEARING

4. Development Code Amendment (Zoning Map Amendment) 21­03 and Development Permit Type­D 21­15 (Ward 6)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California:
1) Introduce for first reading, read by title only, and waive further reading of Ordinance No. MC­1593 of the Mayor and City Council of the City of San Bernardino, California, adopting the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and approving Development Code Amendment (Zoning Map Amendment) 21­03 changing the Zoning District Classification of one (1) parcel (APN: 0266­041­ 40) containing approximately 3.94 acres from Commercial General (CG­1) to Industrial Heavy (IH) (Attachment 1);
Mayor and City Council of the City of San Bernardino Page 4 2) Adopt Resolution No. 2022­188 of the Mayor and City Council of the City of San Bernardino, California, approving Development Permit Type­D 21­15 allowing the development and establishment of a truck terminal facility on a project site containing approximately 11.07 acres located at 5770 N. Industrial Parkway (APN: 0266­041­22 and 40) within the Industrial Heavy (IH) zone, pursuant to a Mitigated Negative Declaration (Attachment 4); and
3) Schedule the adoption of the above Ordinance to the regularly scheduled meeting of the Mayor and City Council on October 19,2022.

5. Public Hearing on Annexation No. 22 to Community Facilities District 2019­1 (Ward 7)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California:

1. Hold a Public Hearing;

2. Adopt Resolution No. 2022­194 of the Mayor and City Council of the City of San Bernardino, California, calling an election to submit to the qualified electors the question of levying a special tax within the area proposed to be annexed to Community Facilities District No. 2019­1 (Maintenance Services) (Annexation No. 22);

3. Hold a special landowner election and canvass theelection;

4. Adopt Resolution No. 2022­195 of the Mayor and City Council of the City of San Bernardino, California, declaring election results for Community Facilities District No. 2019­1 (Maintenance Services) (Annexation No. 22);

5. Introduce, read by title only, and waive further reading of Ordinance No. MC­1594 of the Mayor and City Council of the City of San Bernardino, California, amending Ordinance No. MC­1522 and levying special taxes to be collected during Fiscal Year 2022­2023 to pay annual costs of the maintenance and servicing of landscaping, lighting, water quality improvements, graffiti, streets, street sweeping, parks and trail maintenance, a reserve fund for capital replacement, and administrative expenses with respect to City of San Bernardino Community Facilities District No. 2019­1 (Maintenance Services); and

6. Schedule the adoption of Ordinance No. MC­1594 for October 5,2022.

6. Ordinance Adjusting the Salary and Benefits for the Position of City Council Member
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California:

1. Review and consider the information provided for adjusting the salary and benefits for the position of City Council Member, provide direction for modification, adopt the recommendation from the Elected Official Compensation Committee as presented, or receive and file; and

2. If decided by the Mayor and City Council, introduce, read by title only, and waive further reading of Ordinance No. MC­1595 of the Mayor and City Council of the City of San Bernardino, California, amending Chapter 2.82.020 of the San Bernardino Municipal Code to adjust the salary and benefits of the City Council Members as recommended by the Elected Official Compensation Advisory Commission.

Mayor and City Council of the City of San Bernardino Page 5

CONSENT CALENDAR

7. Violence Intervention Program: Grand Award, Budget, and Contract Amendment
Recommendation:
1) Adopt Resolution No. 2022­203 of the Mayor and City Council of the City of San Bernardino, California, authorizing the City Manager to receive and administer California Board of State and Community Corrections grant award of $3.8 million & increase the FY 2022/2023 adopted budget revenue and expenditures by $900,000.00. 2) Approve 4th contract amendment with Victory Outreach San Bernardino, doing business as HOPE Culture, Inc.

8. City Board, Commission, and Citizen Advisory Committee Minutes Approved in July/August 2022
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, receive and file the minutes from the City’s boards, commissions, and citizen advisory committees’ meetings approved in July and August 2022.

9. American Rescue Plan Act­Funded Small Business and Non­Profit Training and Grant Program
Recommendation:

Receive as filed and provide staff direction with program implementation.

10. Resolution Declaring Intent to Annex Territory: Community Facilities District No. 2018­1 (Safety Services) Annexation No. 6, (TR 20494) (Ward 6) Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Resolution No. 2022­190 of the City of San Bernardino, California, acting as the legislative body of Community Facilities District No. 2018­1 of the City of San Bernardino (Safety Services), declaring its intention to consider annexing territory to Community Facilities District No. 2018­1 of the City of San Bernardino (Safety Services), adopting a map of the proposed area (Annexation No. 6) and authorizing the levy of special taxes therein.

11. Amendment to Resolution Declaring Intent to Annex Territory: Community Facilities District No. 2018­1 (Safety Services) Annexation No. 7, (TR 20495) (Ward 4)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Resolution No. 2022­191 of the City of San Bernardino, California, acting as the legislative body of Community Facilities District No. 2018­1 of the City of San Bernardino (Safety Services), declaring its intention to consider annexing territory to Community Facilities District No. 2018­1 of the City of San Bernardino (Safety Services), adopting a map of the proposed area (Annexation No. 7) and authorizing the levy of special taxes therein.

Mayor and City Council of the City of San Bernardino Page 6

12. Amendment to Permanent Local Housing Allocation (PLHA) Program Subrecipient Agreement with Lutheran Social Services of Southern California (LSSSC), Step Up on Second, Inc., and Mary’s Mercy Center Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino approve a First Amendment to the Permanent Local Housing Allocation (PLHA) Program Subrecipient Agreements for the following non­profit agencies: Lutheran Social Services of Southern California, Step Up on Second and Mary’s Mercy Center

13. Authorization to Proceed with Street Vacation of a Portion of E Drake Drive (Ward 3) Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, authorize staff to proceed with an investigation and analysis for the proposed vacation of a portion of East Drake Drive

14. Irrevocable Agreement to Annexation No. 2022­368 (Ward 4) Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Resolution No. 2022­197 of the Mayor and City Council of the City of San Bernardino, California, approving the application to the Local Agency Formation Commission to provide City sewer services to property located within the unincorporated territory at 1200 East 40th Street, San Bernardino, California; and authorizing the City Manager to execute an Irrevocable Agreement to Annex.

15. Irrevocable Agreement to Annexation No. 2022­369 (Ward4) Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, Adopt Resolution No. 2022­196, approving the application to the Local Agency Formation Commission to provide City sewer services to property located within the unincorporated territory at Newmark Avenue and 40th Street, San Bernardino, California and authorizing the City Manager to execute an Irrevocable Agreement to Annex.

16. Adopt Ordinance No. MC­1592 (Alcoholic Beverage Sales Locational Restrictions) (All Wards)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Ordinance No. MC­1592 approving Development Code Amendment 22­04 amending Section 19.06.030(2)(B) Article II Section III(A)­(I) (Alcohol Beverage Sales – Locational Restrictions) and Section 19.06.030(2)(B) Article II Section VI(D)­ (E) (Alcohol Beverage Sales – Permit Application) of the City of San Bernardino Municipal Code (Title 19) to increase the locational restriction from 500 feet to 1,000 feet for new alcoholic beverage sales activities from sensitive land uses (Attachment 1).

Mayor and City Council of the City of San Bernardino Page 7

17. Amendment No.2 to the ESG­CV Subrecipient Agreement with Lutheran Social Services of Southern California (LSSSC).

Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, approve Amendment No. 2 to the Emergency Solutions Grant­Cares Act (ESG­CV) Program Subrecipient Agreement with Lutheran Social Services of Southern California.

18. Third Amendment to the Community Development Block Grant­Cares Act Subrecipient Agreement with the Housing Authority of San Bernardino County
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, approve Amendment No. 3 to the Community Development Block Grant­Cares Act (CDBGCV) Subrecipient Agreement with the Housing Authority of the County of San Bernardino (HACSB).

19. Approval of Commercial and Payroll Disbursements (AllWards) Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California approve the commercial and payroll disbursements for August 2022.

20. Technical Corrections to Previously Adopted Items: 1) Resolution No. 2022­ 170 amending the FY 2022/23­24 biennial budget to transfer funds between the General Fund and the Fleet Services Fund, and 2) Resolution No. 2022­179 approving, among other things, the addition of the Plans Examiner II position in the Community and Economic Development Department.

Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California reaffirm their previous action of:

1. Adopting Resolution No. 2022­170 of the Mayor and City Council of the City of San Bernardino, California, authorizing the Agency Director of Administrative Services to transfer $1,200,000 in the fiscal year 2022/23 operating budget from the General Fund to the Fleet Fund, and

2. Adopting Resolution No. 2022­179 of the Mayor and City Council of the City of San Bernardino, California, which, among other things, approved the addition of the Plans Examiner II position.

21. Grant Awards for Speicher Memorial ParkProject
Recommendation:

Adopt Resolution No. 2022­205 of the Mayor and City Council of the City of San Bernardino, California:

1. Accepting a grant award in the amount of $1,000,000 from the San Manuel Band of Mission Indians for improvements to Speicher MemorialPark;

2. Accepting a grant award in the amount of $950,000 from the County of San Bernardino for improvements to Speicher MemorialPark;

3. Authorizing the City Manager to conduct all negotiations, signings, and submittals of all necessary documents to receive the grant awards;and Mayor and City Council of the City of San Bernardino Page 8

4. Authorizing the Agency Director of Administrative Services to amend the FY2022/23 Budget to appropriate $1,950,000 in grant funding for the Speicher Memorial Park improvement project.

22. Side Letter Agreements Between the City of San Bernardino and All Bargaining Groups
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Resolution No. 2022­193 approving a Side Letter Agreement to the Employment Agreements between the City of San Bernardino and the Executive Team, San Bernardino Police Management Association (SBPMA), San Bernardino Police Officers Association (SBPOA), San Bernardino Police Dispatch Association (SBPDA), San Bernardino Confidential and Management Association (SBCMA), Middle Management and General Unit, to include Juneteenth as an observedholiday.

23. Approving Job Classifications and Amending the SalarySchedule Recommendation:

Adopt Resolution No. 2022­198 of the Mayor and City Council of the City of San Bernardino, California:

1. Establishing the Human Resources Trainee, Human Resources Analyst I, and Human Resources Analyst II job classifications;and

2. Amending the City­wide salary schedule or full­time, part­time, temporary, and seasonal positions.

24. Authorize the appropriation of funds in the amount of $190,000 from the Cultural Development Impact Fund for City­Wide SpecialEvents Recommendation:

Adopt Resolution No. 2022­202 of the Mayor and City Council of the City of San Bernardino, California authorizing the Agency Director of Administrative Services to appropriate funds in the amount of $190,000 from the Cultural Development Impact Fund to cover costs for the San Bernardino Festival ($100,000) and holiday celebrations in Downtown ($90,000).

25. Public Art­Utility Box Policy
Recommendation:

It is recommended that the Mayor and City Council of San Bernardino, California, adopt the Public Art ­ Utility Box Policy.

26. Resolution to Accept California Office of Traffic Safety Grant Award (PT23165) Recommendation:

Adopt Resolution No. 2022­200 of the Mayor and City Council of the City of San Bernardino, California, authorizing the City Manager to accept and administer the FY 2022/23 California Office of Traffic Safety (OTS) Selective Traffic Enforcement Program (STEP) grant and authorizing the Agency Director of Administrative Services to amend the FY 2022/23 Adopted Budget by the amount $530,000 in both revenues and expenditures.

Mayor and City Council of the City of San Bernardino Page 9

27. Resolution Authorizing the City Manager to Execute a Contract for Off­Road Police Vehicles Purchase and Authorizing the Agency Director of Administrative Services to amend the FY 2022/23 Adopted Budget.

Recommendation:

Adopt Resolution No. 2022­204 of the Mayor and City Council of the City of San Bernardino, California, authorizing the City Manager to execute a contract with the County of San Bernardino for the acceptance of $162,334 from the County of San Bernardino, and authorizing the Agency Director of Administrative Services to amend the FY 2022/23 Adopted Budget.

28. Accept the Project Safe Neighborhoods Grant
Recommendation:

Adopt Resolution No. 2022­192 of the Mayor and City Council of the City of San Bernardino, California, authorizing the City Manager to accept the FY 2021 Project Safe Neighborhoods Grant and authorize the Agency Director of Administrative Services to amend the FY 2022/23 Adopted Budget appropriating $200,000 in both revenue and expenditures.

29. Professional Services Agreements ­ On­Call Geotechnical Services (All Wards) Recommendation:

Approve the award of a one­year Professional Services Agreements with the firms of Hilltop Geotechnical Inc., Koury Engineering & Testing, Inc. and RMA Group, to provide as­needed on­call Geotechnical Services and authorize the City Manager, or designee, to sign and execute the agreements

30. Agreement with Econolite, Inc. for the Purchase of Traffic Intersection Signal Supplies and Materials (All Wards)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, authorize the City Manager to execute a Goods and Services Agreement with Econolite, Inc., for the purchase of traffic intersection signal supplies and related materials; and authorize the Agency Director of Administrative Services to issue a purchase order inthe amount not to exceed $250,000 to Econolite, Inc.

31. Construction Contract Award – Installation of Automatic Entry Doors at the Community Centers/Libraries
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California:

1. Approve the award of a construction contract with Quality Light & Electrical in the amount of $303,565.26 for the automatic entry doors project at Community Centers / Libraries;

2. Authorize construction, construction contingencies, and inspection costs in the total amount of $366,000.00 for the automatic entry doors project at Community Centers / Libraries and doors;

3. Authorize the City Manager or designee to execute all documents for the construction of the automatic entry project at Community Centers / Librarieswith Quality Light & Electrical;
Mayor and City Council of the City of San Bernardino Page 10

4. Authorize the City Manager or designee to expend the contingency fund, if necessary, to complete the project; and

5. Authorize the Agency Director of Administrative Services to issue a purchase order to Quality Light & Electric in the amount not to exceed $303,565.26.

32. Award Construction Contract for Citywide Pavement Rehabilitation­Slurry/Crack Seal (Wards 2, 4, 5, 7)
Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California:

1. Approve the award of a construction contract with COPP Contracting, Inc. in the amount of $1,503,080 to construct Citywide Pavement Rehabilitation­ Slurry/Crack Project; and

2. Authorize construction, construction contingencies, and inspection costs in the total amount of $1,755,000 for Citywide Pavement Rehabilitation­ Slurry/Crack project;

3. Authorize the City Manager or designee to execute all documents for the construction of Citywide Pavement Rehabilitation­ Slurry/Crack project with COOP Contracting, Inc.;

4. Authorize the City Manager or designee to expend the contingency fund, if necessary, to complete the project.

5. Authorize the Agency Director of Administrative Services to issue a Purchase Order in the amount not to exceed $1,503,080 to COPP Contracting, Inc to complete the Project.

33. Award Design Services Agreement for Seccombe Lake Park Revitalization Project Recommendation:

It is recommended that the Mayor and City Council of the City of San Bernardino, California, approve the award of a Design Services Agreement with RHA Landscape Architects Planners, Inc. in the amount of $537,855 for the revitalization of Seccombe Lake Park.

34. Agreement with Axon Enterprise Incorporated, and Issue a Purchase Order Recommendation:

Adopt Resolution No. 2022­199 of the Mayor and City Council of the City of San Bernardino, California, authorizing the City Manager to execute a 5­year Professional Services Agreement with Axon Enterprise, Inc., for body­worn camera services; and authorizing the Agency Director of Administrative Services to issue a purchase order to Axon Enterprise Inc. in an amount not to exceed $225,000.00 per fiscal year.

35. Construction Contract Award – Jerry Lewis Family Swim Center Pool Heater Replacement
Recommendation:

Adopt Resolution No. 2022­201 of the Mayor and City Council of the City of San Bernardino, California:

1. Approving the award of a construction contract with Inland Mechanical Construction, Inc. in the amount of $166,700.00 for Jerry Lewis Family Swim Center Pool Heater Replacement;

2. Authorizing the Agency Director of Administrative Services to amend the FY 2022/24 Capital Improvement Plan to include Jerry Lewis Family Swim Center Pool Heater Replacement Project in the total project cost of $204,000, allocating $90,000 from Parks and Recreation Aquatics and $104,000 from Measure S to fund the project; Mayor and City Council of the City of San Bernardino Page 11

3. Authorizing construction, construction contingencies, and inspection costs in the total amount of $204,000 for Jerry Lewis Family Swim Center Pool Heater Replacement;

4. Authorizing the City Manager or designee to execute all documents for the construction of Jerry Lewis Family Swim Center Pool Heater Replacement with Inland Mechanical Construction, Inc.;

5. Authorizing the City Manager or designee to expend the contingency fund, if necessary, to complete the project.

6. Authorizing the Agency Director of Administrative Services to issue a Purchase Order in the amount of $166,700 to Inland Mechanical Construction, Inc. to complete the project.

ITEMS TO BE CONSIDERED FOR FUTURE MEETINGS

36. Critical Incident Notification Policy (All Wards) – Council Member Alexander

37. Modernization of Procurement Policy & Procedures (All Wards) – Council Member Sanchez

ADJOURNMENT
The next joint regular meeting of the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency will be held on Wednesday October 5, 2022, at the Feldheym Central Library located at 555 West 6th Street, San Bernardino, California 92401. Closed Session will begin at 5:30 p.m. and Open Session will begin at 7:00 p.m.

CERTIFICATION OF POSTING AGENDA
I, Genoveva Rocha, CMC, City Clerk for the City of San Bernardino, California, hereby certify that the revised agenda for the September 21, 2022 Regular Meeting of the Mayor and City Council and the Mayor and City Council acting as the Successor Agency to the Redevelopment Agency was posted on the City's bulletin board located at 201 North "E" Street, San Bernardino, California, at the Feldheym Central Library located at 555 West 6th Street, San Bernardino, California, and on the City's website sbcity.org on Sunday, September 18, 2022.

I declare under the penalty of perjury that the foregoing is true and correct.

Mayor and City Council of the City of San Bernardino Page 12 NOTICE: Any member of the public may address this meeting of the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency on any item appearing on the agenda by approaching the microphone in the Council Chamber when the item about which the member desires to speak is called and by asking to be recognized.

Any member of the public desiring to speak to the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency concerning any matter not on the agenda but which is within the subject matter jurisdiction of the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency may address the body at the end of the meeting, during the period reserved for public comments. Said total period for public comments shall not exceed 60 minutes, unless such time limit is extended by the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency. A three minute limitation shall apply to each member of the public, unless such time limit is extended by the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency. No member of the public shall be permitted to "share" his/her three minutes with any other member of the public.

Speakers who wish to present documents to the governing body may hand the documents to the City Clerk at the time the request to speak is made.

The Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency may refer any item raised by the public to staff, or to any commission, board, bureau, or committee for appropriate action or have the item placed on the next agenda of the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency. However, no other action shall be taken nor discussion held by the Mayor and City Council and the Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency on any item which does not appear on the agenda unless the action is otherwise authorized in accordance with the provisions of subdivision (b) of Section 54954.2 of the Government Code.

Public comments will not be received on any item on the agenda when a public hearing has been conducted and closed.

Mayor and City Council of the City of San Bernardino Page 13

PUBLIC COMMENT OPTIONS
Please use ONE of the following options to provide a public comment:
1) Written comments can be emailed to [email protected]. Written public comments received up to 4:00 p.m. on the day of the meeting (or otherwise indicated on the agenda) will be provided to the Mayor and City council and made part of the meeting record. They will not be read aloud unless you require an ADA accommodation.

Please note: messages submitted via email and this page are only monitored from the publication of the final agenda until the deadline to submit public comments. Please contact the City Clerk at 909­384­5002 or [email protected] for assistance outside of this timeframe. 2) Attend the meeting in person and fill out a speaker slip. Please note that the meeting Chair decides the cut­off time for public comment, and the time may vary per meeting. If you wish to submit your speaker slip in advance of the meeting, please submit your request to speak using the form on the following page:
https://sbcity.tiny.us/PublicCommentOptions.
3) REMOTE PARTICIPATION VIA ZOOM (For public comment only meeting will not be viewable on Zoom)
a) You can use a mobile phone or a landline to dial into a Zoom meeting. i) Dial (669) 900­6833. When prompted, enter the Meeting ID: 677­845­9453 Passcode:2021
The public may begin joining the meeting on Zoom or by calling­in to be added to the speaker queue at 5:15 PM for Closed Session.

Once admitted to the Zoom Public Comment meeting to request to speak at the appropriate time:
ii) Dial *9 from your phone to raise your hand via Zoom If calling in staff will confirm the last four digits of the caller's phone number and unmute them, the caller must then press *6 to speak from their device. Callers are encouraged, but not required, to identify themselves by name. Each caller will be provided three (3) minutes to speak. If you are calling in, please turn your volume down on your television or other devices to limit any feedback when you speak.
b) Join the Meeting by clicking on the Zoom link below:
https://us06web.zoom.us/j/6778459453?pwd=ZTkzdUJtcDMrbmFNQnVDSFhva XQxZz09 Mayor and City Council of the City of San Bernardino Page 14 Meeting ID: 677 845 9453
Passcode:2021
You can also Go to Zoom.us and click "Join a Meeting" at the top.

Enter the Meeting ID: 677­845­9453
Passcode:2021
Public Hearings:

If you are commenting on a Public Hearing, please stay signed on to the Zoom session or sign on when the Public Hearing is announced. You will be prompted by staff when the item is being discussed.

Printed on 09/18/2022

CLOSED SESSION
City of San Bernardino
Request for Council Action
Date: September 21, 2022
To: Honorable Mayor and City Council Members
From: Sonia Carvalho, City Attorney
Department: City Attorney's Office
Subject: Closed Session
A) CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION (Pursuant to Government Code Section 54956.9(a) and (d)(1):
a. Elexus Marquez v. City of San Bernardino, et al., United States District Court Case No. 5:21-cv-2016 – JWH (KKx)
b. Timothy Crocker v. City of San Bernardino, Workers’ Comp. Case Nos.

ADJ11861952, ADJ12073336, ADJ11317430, ADJ10539183,
ADJ4206696, ADJ8199169 and ADJ4007332
c. Ronald Garcia v. City of San Bernardino, Workers’ Comp. Case No.

ADJ13084550
B) CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION Significant exposure to litigation (Pursuant to Government Code Section 54956.9(d)(2)): Two Cases
a. Notice of Claim, Montecito Equities, Ltd., dated November 20, 2020 (on file with City Clerk), tolled through July 2, 2023 (per agreements on file with City Clerk).
b. Notice of Claim, Robert Adams and Tamika Devila, dated July 26, 2022, Claim No. GHC0045454.

C) CONFERENCE WITH LABOR NEGOTIATOR (Pursuant to Government Code Section 54957.6):

Agency Designated Representative: City Manager
Employee Organization: San Bernardino Police Officers Association Packet Pg. 15
D) CONFERENCE WITH REAL PROPERTY NEGOTIATORS Pursuant to Government Code Section 54956.8
Property: Portions of Seccombe Lake Park
City Negotiator: Robert Field, City Manager
Negotiating Parties: Rick Westberg, The Richman Group of California
Under Negotiations: Price and Terms of Exclusive Negotiating Agreement
.

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PRESENTATIONS
City of San Bernardino
Request for Council Action
Date: September 21, 2022
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
Department: City Manager's Office
Subject: San Bernardino Community College District Campus/System Update
Presented By: San Bernardino Community College District Chancellor Diana Z. Rodriguez and San Bernardino Valley College Interim President Scott Thayer
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Chancellor Diana Z. Rodriguez
San Bernardino Community College District
The Community’s College
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Board Chair
Gloria Macias Harrison
Board Vice Chair
Dr. Stephanie Houston
Board Clerk
Dr. Anne Viricel
Trustee
Dr. Nathan Gonzales
Trustee
John Longville
Trustee
Frank Reyes
Trustee
Joseph R. Williams
Student Trustee
Robert Alexander
Student Trustee
Paul Del Rosario
Our Board of Trustees
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We Make College Affordable
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Free Textbook Rentals for All Students
Fall 2022 & Spring 2023
SBCCD.edu/BooksPlus
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Students to Receive $10,000
for Community Service
sbccd.edu/volunteer
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91.9 FM and TV Channel 24
KVCR.org
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Say Hello: [email protected]
Visit Us: www.sbccd.edu
Your Community College
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PRESENTATIONS
City of San Bernardino
Request for Council Action
Date: September 21, 2022
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
Department: Mayor’s Office
Subject: Proclamation for Library Card Sign Up Month – September 2022 (All Wards)
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PROCLAMATION
OF THE

MAYOR AND CITY COUNCIL

OBSERVING SEPTEMBER AS

NATIONAL LIBRARY CARD SIGN-UP & LITERACY MONTH
WHEREAS, in observance of September being National Library Card Sign-Up & Literacy Month, patrons are encouraged to visit one or more of the four San Bernardino Public Libraries, either in person to sign-up for a regular library card or virtually at www.sbpl.org to sign up for a digital library card to utilize online resources; and WHEREAS, In October of 2021 the Mayor and City Council approved a budget modification expanding weekly service hours to 40 hours per week at all city libraries; and
WHEREAS, people visit in person or virtually, libraries offer endless opportunities to transform lives through education and lifelong learning; serving people of every age, education level, ethnicity and physical ability;
WHEREAS, in addition to patrons checking out books and doing research our libraries offer various free activities, such as pre-school story time, crafts, workshops, author visits, entertainment programs, literacy services and various classes to help people improve their lives without cost; and
WHEREAS, our online services for remote learners including eBooks and eAudiobooks, homework help via chat and others have been more valuable than ever to our patrons during the pandemic; and
WHEREAS, more than 26,000 people have our library card; and WHEREAS, San Bernardino Public Library offers Literacy tutoring through the Jack L. Hill Lifelong Learning Center, providing services to adults, children, and families. Everyone is invited to participate in the many activities and events offered in the Learning Center, encouraging lifelong learning and developing workforce training and skills.

WHEREAS, our San Bernardino Public Library has served our community for 131 years and if there is any city that can benefit from a free public library, it is here.

NOW THEREFORE, THE MAYOR & CITY COUNCIL OF THE CITY OF
SAN BERNARDINO, do hereby proclaim September 2022 as

NATIONAL LIBRARY CARD SIGN-UP & LITERACY MONTH
Presented this 21st Day of September 2022
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DISCUSSION
City of San Bernardino
Request for Council Action
Date: September 21, 2022
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Nathan Freeman, Agency Director of Community, Housing, and Economic Development
Department: Community & Economic Development (CED)
Subject: Execution of an Exclusive Negotiation Agreement between the City of San Bernardino and Rich Development Enterprises, LLC for the City-Owned Arden Guthrie Property
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino, California, adopt Resolution No. 2022-189 authorizing the City Manager to execute an Exclusive Negotiation Agreement (ENA) between the City of San Bernardino and Rich Development Enterprises, LLC (Rich Development) for the Arden Guthrie property.

Background
On June 16, 2021, the Mayor and City Council adopted Resolution No. 2021-150, declaring the Arden Guthrie property located at Arden Avenue and 20th Street, Surplus Land and approving a Notice of Availability.

On June 23, 2021, pursuant to the Surplus Land Act (SLA), the City released a Notice of Availability (NOA) for the purchase and development of the Arden Guthrie property.

The NOA was made available to certain parties designated in the SLA for sixty (60) days and the City had no viable responses for the property. The NOA closed on August 23, 2021. The City then worked with the California Department of Housing and Community Development (HCD) to close out the SLA process. On January 18, 2022, the City received permission to proceed with the sale of the property.

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On January 24, 2022, City staff released the Request for Proposal (RFP) which was held open until March 4, 2022. After the RFP closed, the results were reviewed by a panel of City employees, and an interview was conducted on May 5, 2022.

On June 15, 2022, during closed session, staff presented the results of the RFP and discussed options with the Mayor and City Council on how they wished to proceed.

After City Council discussion, the Council directed staff to finalize negotiations with Rich Development as the preferred development team for the Arden Guthrie property and prepare document for public consideration and possible approval of an ENA.

As noted to the Mayor and City Council in closed session, Rich Development intends to construct a neighborhood-serving commercial development anticipated to include Target, Sprouts Farmers Market, Burlington, and various quick service restaurants and small retail.

Discussion
Since June 15, 2022, City staff and Rich Development have been meeting regularly to discuss the project site and the terms of the ENA. As of August 1, 2022, Rich Development has executed the ENA and the document is now ready for City Council consideration. As drafted, the ENA will be effective for six months, with two possible 90-day extensions, if agreed upon by both parties. The agreement also includes a deposit of $25,000 to cover various City costs and direct third-party costs in connection with the implementation of the ENA, including negotiating and drafting the Disposition and Development Agreement.
2021-2025 Key Strategic Targets and Goals
The execution of an ENA between the City and Rich Development aligns with Key Target No. 4: Economic Growth and Development. Specifically, the redevelopment of the Arden Guthrie property will be a catalyst for future growth and development within the entire community.

Fiscal Impact
As previously noted, the ENA includes a deposit of $25,000, from Rich Development, which will cover various direct City costs, and direct third-party costs in connection with the implementation of the ENA.

California Environmental Quality Act
This Resolution is not subject to the California Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty, as in this case, that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.

Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino, Packet Pg. 32
California, adopt Resolution No. 2022-189 authorizing the City Manager to execute an Exclusive Negotiation Agreement (ENA) between the City of San Bernardino and Rich Development Enterprises, LLC for the Arden Guthrie property.

Attachments
Attachment 1 Resolution No. 2022-189
Attachment 2 Resolution No. 2022-189, Exhibit A - Exclusive Negotiation Agreement
Attachment 3 Arden Guthrie PowerPoint
Ward
Second Ward
Synopsis of Previous Council Actions
June 16, 2021 The Mayor and City Council adopted Resolution No. 2021- 150, declaring the Arden Guthrie property as Surplus Land and approving a Notice of Availability.

June 15, 2022 During closed session, the City Council authorized City staff to engage in the drafting and execution of an ENA with Rich Development for the development of the Arden Guthrie
property.

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Resolution No. 2022-189
Resolution 2022-

RESOLUTION NO. 2022-189

RESOLUTION OF THE MAYOR AND CITY COUNCIL OF

THE CITY OF SAN BERNARDINO, CALIFORNIA,

AUTHORIZING THE CITY MANAGER TO EXECUTE AN

EXCLUSIVE NEGOTIATION AGREEMENT BETWEEN

THE CITY OF SAN BERNARDINO AND RICH

DEVELOPMENT ENTERPRISES, LLC FOR THE ARDEN

GUTHRIE PROPERTY LOCATED AT ARDEN AVENUE
AND 20TH STREET.

WHEREAS, on June 16, 2021, the Mayor and City Council adopted Resolution No. 2021- 150, declaring the Arden Guthrie property located at Arden Avenue and 20th Street, as Surplus Land and approving a Notice of Availability; and
WHEREAS, On June 23, 2021, pursuant to the Surplus Land Act, the City released a Notice of Availability (“NOA”) for the purchase and development of the Arden Guthrie property.

The NOA was made available to certain parties designated in the Surplus Land Act for sixty (60) days and the City had no viable responses for the property; and WHEREAS, On August 23, 2021, the Notice of Availability closed. The City worked with the California Department of Housing and Community Development to close out the Surplus Land Act process. On January 18, 2022, the City received permission to proceed with the sale of the property; and
WHEREAS, On January 24, 2022, City staff released the Request for Proposal and was held open until March 4, 2022. After the RFP closed, the results were reviewed by a panel of City employees, and an interview was conducted on May 5, 2022; and WHEREAS, On June 15, 2022, during closed session, staff presented the results of the RFP and discussed options with the Mayor and City Council on how they wished to proceed.

Subsequent to City Council discussion, the Mayor and City Council directed staff to finalize negotiations with Rich Development as the preferred development team for the Arden Guthrie property and prepare document for public consideration and possible approval of an ENA.

BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS:

SECTION 1. The above recitals are true and correct and are incorporated herein by this reference.

SECTION 2. The City Council authorizes the City Manager or designee, to execute the Exclusive Negotiation Agreement attached hereto (Exhibit A).

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Resolution No. 2022-
Resolution 2022-

SECTION 3. The Mayor and City Council finds this Resolution is not subject to the California Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty, as in this case, that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.

SECTION 4. Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end the provisions of this Resolution are declared to be severable.

SECTION 5. Effective Date. This Resolution shall become effective immediately.

APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by the City Clerk this ___ day of __________ 2022.

John Valdivia, Mayor
City of San Bernardino
Attest:

Genoveva Rocha, CMC, City Clerk
Approved as to form:

Sonia Carvalho, City Attorney
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Resolution No. 2022-
Resolution 2022-

CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO) ss

CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of Resolution No. 2022-___, adopted at a regular meeting held on the ___ day of _______ 2022 by the following vote:

Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
REYNOSO _____ _____ _______ _______
CALVIN _____ _____ _______ _______
ALEXANDER _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this ___ day of ____________ 2022.

Genoveva Rocha, CMC, City Clerk
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1 CITY OF SAN BERNARDINO

EXCLUSIVE RIGHT TO NEGOTIATE AGREEMENT
(ARDEN GUTHRIE)
This EXCLUSIVE RIGHT TO NEGOTIATE AGREEMENT (ARDEN GUTHRIE) is dated as of __________, 2022 (this “Agreement”), and is entered into by and between the CITY OF SAN BERNARDINO, a California municipal corporation (the “City”) and RICH DEVELOPMENT ENTERPRISES, LLC, a California limited liability company (“Developer”).

RECITALS
A. The City desires to encourage and effectuate the development of certain real property located within the area commonly referred to as the North Arden Guthrie Area of the City of San Bernardino and comprising approximately 17.43 acres, generally bounded by Highland Avenue, Arden Avenue, 20th Street and Guthrie Avenue that is depicted on the “Map” attached hereto as Exhibit “A” and is legally described on Exhibit “B” attached hereto (the “Property”); and B. The City is the fee owner of the Property; and
C. The Property is generally vacant land with all building structures and infrastructure having been demolished; and
D. On June 16, 2021, the City Council of the City of San Bernardino (the “City adopted Resolution No. 2021-150, which, among other things, declared the Property surplus, pursuant to section 54221 of the Surplus Land Act (Government Code section 54220 et seq.) (the “Act”); and E. On or about January 18, 2022, the California Department of Housing and Community Development (“HCD”) issued a letter to the City determining that the City had met “all the requirements under the [Act] for the purposes of disposing of [the Property]” and “is permitted to proceed with the sale of” the Property outside of the Act; and F. As a condition of the City’s disposition of the Property outside of the Act, the City must, prior to disposition, record on title to the Property a restrictive covenant ensuring that if ten (10) or more residential units are ever developed on the Property, not less than 15 percent (15%) of the total number of those units must be sold or rented at an affordable cost or affordable rent to lower income households – all as defined in the Health and Safety Code; and G. The Developer and City contemplate a retail center, including sit-down restaurants or such other commercial uses as may be agreed upon by the Developer and City (the “Project”); and H. The Developer proposes acquiring the Property for fair market value and developing the Project pursuant to a disposition and development agreement or some other definitive agreement (“DDA”), which will include compliance with that certain Contract for Loan Guarantee Assistance Under Section 108 of the Housing and Community Development Act of 1974, as Amended 42 U.S.C. § 5308, by and between the City and the U.S. Department of Housing and Urban Development (“HUD”), dated September 13, 2006, and approved by the City Council on July 27, 2006 by Resolution No. 2006-271 (the “HUD Contract”), a copy of which has been provided to the Developer, and under Packet Pg. 37
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2 which, among other things, the City (as subrecipient) is obligated to repay a $7.5 million loan from HUD to the City in annual principal installments through 2025; and I. In connection with the preparation of the DDA and prior to consideration of the approval of such DDA, the City will prepare and circulate, or cause the preparation and circulation of an initial study (the “Initial Study”) in accordance with the California Environmental Quality Act of 1970 (as amended, “CEQA”); and
J. Based upon information furnished by the Developer to the City, together with further investigations conducted by the City, the Developer is qualified to assist the City in undertaking economically sustainable commercial development on the Property, which will include the planning for and development of a specific study, and the evaluation and planning by the Developer and the City of appropriate and feasible development alternatives.

NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS AND

PROMISES SET FORTH HEREIN, THE DEVELOPER AND THE CITY HEREBY AGREE, AS FOLLOWS:

The Negotiation Period; Term of Agreement; Options to Extend. a. The rights and duties of the parties established by this Agreement shall commence on the date that the parties each execute this Agreement (the “Effective Date”). This Agreement will continue in effect for six (6) months from the Effective Date, at which time this Agreement shall automatically terminate, unless the parties (prior to the expiration of such 6-month period) mutually extend the Exclusivity Period in a writing signed by both parties. b. The parties shall, at the sole discretion of the City Manager, be entitled to extend the initial 6-month period two (2) times for a period of three (3) months each time – i.e., for a total time period of twelve (12) months from the Effective Date. The time period during which this Agreement shall be in effect (including any extensions of time approved by the City Manager) shall be referred to as the “Negotiation Period.”
Developer Acknowledgments.
a. The Developer hereby acknowledges and agrees that no provision of this Agreement shall be deemed to be an offer by the City or an acceptance by the City of any offer or proposal from the Developer to convey any interest in the Property to the Developer. Any studies relating to the Property that may hereafter be undertaken by the Developer, in its sole discretion, shall be the sole responsibility of the Developer and shall not be deemed to be undertaken for the benefit of the City.
b. The qualifications and identity of the Developer are of particular concern to the City. The City has relied on these qualifications and identity in entering into this Agreement with the Developer. During the term of this Agreement, no voluntary or involuntary successor-in-interest of the Developer shall acquire any right or power under this Agreement. The Developer shall not assign all or any part of this Agreement or any rights hereunder, without the prior written approval of the City Manager, which approval may be granted, withheld, or conditioned in the sole and absolute discretion of the City Manager. Reference herein to the “City Manager” of the City shall refer to the City Manager or the City Manager’s designee. Notwithstanding the foregoing, the Developer shall have the right to Packet Pg. 38
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3 assign this Agreement and its rights hereunder to an entity, which controls, is controlled by, or is under common control with the Developer or its principals, members, or affiliates. c. The Developer shall promptly notify the City in writing of any and all changes whatsoever to the identity of the business entities and individuals in control of the Developer, as well as any and all material changes in the interest or the degree of control of the Developer by any such party, of which information the Developer or any of its partners or officers have been notified or may otherwise have knowledge or information. Upon the occurrence of any material change in interest or control, whether voluntary or involuntary, in membership, ownership, management or control of the Developer (other than such changes occasioned by the death or incapacity of any individual) unless approved in writing, in advance, by the City Manager, the City may terminate this Agreement by serving written notice of such termination on the Developer referencing this Section.

Deposit. On or before the Effective Date, the Developer shall deposit with the City the all-cash sum of Twenty-Five Thousand Dollars ($25,000) (“Deposit”), which amount shall be retained by the City for use by the City to cover its actual costs and direct third party costs in connection with the implementation of this Agreement, including negotiation and drafting of the DDA (“City Costs”).

Upon request by the Developer, the City shall provide Developer with a written report/update of the City Costs. In the event that a DDA is not entered into by the parties, the City shall return to the Developer any portion of the Deposit not used for City Costs. In the event that a DDA is entered into, any portion of the Deposit not used for City Costs shall be applied to the purchase price of the Property.

Exclusive Agreement to Negotiate.
a. Required Actions.
(1) Within thirty (30) days of the Effective Date the Developer shall submit a feasibility study identifying potential uses of the Property including, without limitation, retail and/or hospitality.
(2) Within ninety (90) days from the Effective Date, Developer shall submit to the City a “Preliminary Development Concept Package,” consisting of the following:
(a) A development proposal generally describing the anticipated use:
(i) if retail, a list of prospective tenants;
(ii) if hospitality, a list of potential hotels and brands. (b) Identification of the architect proposed to be used by the Developer; (c) Proposed site plan;
(d) A statement describing the proposed method of financing, including construction and permanent financing and identity of the person(s) or companies providing debt financing or equity.
(e) A list of financial references;
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4 (f) A comprehensive construction and operating pro forma which identifies all sources and uses of funds for the construction and operation of the Project;
(g) A schedule of performance.
(3) Within one hundred twenty (120) days of the Effective Date, Developer shall submit to the City a “Final Development Concept Package,” consisting of the following:
(a) Updated information, current as of the date of submittal of the Final Development Concept Package, as to each and every item set forth under the heading “Preliminary Development Concept Package” and addressing such other and additional matters as may arise during negotiations;
(i) If retail, specific tenants, including letters of interest; (ii) If hospitality, specific brands, including written tentative commitments from hotel chains.
(iii) Proposed final identification of sources of financing, with a description of the terms and conditions of such financing; (iv) A schedule of performance.
(4) The Developer shall bear all cost for its performance under this Agreement. (5) The City and the Developer will continue to negotiate toward the execution of a DDA within the Negotiation Period for the disposition, use and development of the Property. During the term of this Agreement, the City will negotiate exclusively with Developer, except as to potential users, concerning disposition, use, and development of the Property. If a DDA is signed, it shall supersede this Agreement.
(a) Agreement to Negotiate. The City (by and through its staff and consultants) and Developer agree that for the term of the Negotiation Period (whether said period expires or is earlier terminated by the provisions herein), each party shall negotiate diligently and in good faith to carry out its obligations under this Agreement. The Developer acknowledges that the City holds title to the Property. The Developer expressly agrees and acknowledges that its rights pursuant to this Agreement are subject to and based upon compliance by the Developer with this Agreement, including without limitation the making of all submittals required pursuant to this Agreement, in conformity with this Agreement.
(b) Supplemental Progress Reports. In addition to the information required in Section 4.a above, for so long as this Agreement remains in effect Developer agrees to provide monthly written reports, or as often as reasonably requested, to the Agency Director of Community, Housing, and Economic Development advising the City on all matters and all studies being made.

No Predetermination of City Discretion. The Parties agree and acknowledge that nothing in this Agreement in any respect does or shall be construed to affect or prejudge the exercise of the discretion of the City. The Developer acknowledges in this regard that the feasibility of the Developer’s Packet Pg. 40
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5 proposal has not been finally determined, and further that, at the discretion of the City, an environmental review will be prepared and circulated for comment by the City, in connection with the consideration of the DDA. Further, nothing in this Agreement in any respect does or shall be construed to affect or prejudge the City’s discretion to consider, negotiate, or undertake the acquisition and/or development of any portion of the Property, or shall affect the City’s compliance with the laws, rules, and regulations governing land uses, environmental review, or disposition of the Property.

Environmental and Other Requirements. Certain state and local environmental requirements (including, but without limitation, the California Environmental Quality Act of 1970, Public Resources Code Section 21000, et seq.) may be applicable to the Project. Pursuant to such requirements, certain environmental documents may be required to be prepared and certified for the Project. The City, by this Agreement, undertakes no obligation to pay any costs associated with such environmental documents or to supply data and information both to determine the impact of the development on the environment and to assist in the preparation of any necessary environmental documents.

Costs and Expenses. Except as otherwise provided in this Agreement, each party shall be responsible for its own costs and expenses in connection with any activities and negotiations undertaken in connection with the performance of its obligations under this Agreement.

Non-Discrimination. Developer shall not discriminate against nor segregate, any person, or group of persons on account of sex, race, color, marital status, religion, creed, national origin or ancestry in the sale, lease, sublease, transfer, use, occupancy, tenure or enjoyment of the Property, nor shall the Developer establish or permit any such practice or practices of discrimination or segregation in the selection, location, number, use, or occupancy of tenants, lessees, subtenants, sublessees or vendees of the Property.

Address for Notices. Any notices pursuant to this Agreement shall be in writing and sent (i) by Federal Express (or other established express delivery service which maintains delivery records), (ii) by hand delivery, or (iii) by certified or registered mail, postage prepaid, return receipt requested, to the following addresses:

To City: CITY OF SAN BERNARDINO
201 North E Street
San Bernardino, CA 92401
Attention: Agency Director of Community, Housing, and
Economic Development
cc: Sonia R. Carvalho, Esq.

City Attorney, City of San Bernardino

BEST BEST & KRIEGER LLP
18101 Von Karman Ave.

Suite 1000
Irvine, CA 92612

To Developer: RICH DEVELOPMENT ENTERPRISES, LLC
Attention: Joseph Rich
1000 North Western Avenue, Suite 200
San Pedro, CA 90732
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6 Default. Failure by either party to perform any of its duties as provided in this Agreement shall constitute an event of default under this Agreement. The non-defaulting party shall give written notice of a default to the defaulting party, specifying the nature of the default and the action required to cure the default.

Remedies for Breach of Agreement. In the event of a default that remains uncured for ten (10) business days, the sole remedy of the non-defaulting party shall be to terminate this Agreement.

Following such termination, neither party shall have any further rights, remedies or obligations under this Agreement. Neither party shall have any liability to the other for monetary damages or specific performance for the breach of this Agreement, or failure to reach agreement on a DDA, and each party hereby waives and releases any such rights or claims it may otherwise have at law or at equity.

Furthermore, the Developer knowingly agrees that it shall have no right to specific performance for conveyance of, nor to claim any right of title or interest in the Property or any portion thereof.

Termination. This Agreement shall: (i) automatically terminate at the time(s) set forth in Section 1 above, and (ii) terminate prior to the time(s) set forth in Section 1 above in the event the Developer shall fail to perform its obligations hereunder to the reasonable satisfaction of the City Manager; provided that prior to termination, the City shall provide the Developer with notice of the failures and provide ten (10) business days in which to cure, if such failures are curable. In addition, the parties agree that if either party shall determine that it is infeasible to proceed with the disposition and development of the Property as contemplated hereunder, either party may, upon ten (10) business days’ written notice to the other party, terminate this Agreement. Upon termination of this Agreement, whether upon expiration of the Negotiation Period or otherwise, both Parties knowingly agree that neither Party shall have any further rights or remedies as to the other and the Developer shall have no rights in respect to the Property.

Time of Essence. Time is of the essence of every portion of this Agreement in which time is a material part. During the Negotiation Period the time periods set forth in this Agreement for the performance obligations hereunder shall apply and commence upon a complete submittal of the applicable information or occurrence of an applicable event. In no event shall an incomplete submittal by the Developer trigger any of the City’s obligations of review, approval and/or performance hereunder; provided, however, that the City shall notify the Developer of an incomplete submittal as soon as is practicable and in no event later than the applicable time set forth for the City’s action on the particular item in question. Further, the time periods set forth herein are outside dates of performance.

Real Estate Commissions. The City shall not be liable for any real estate commission or brokerage fees which may arise with respect to this Agreement or the Property.

Developer Not an Agent. The Developer is not an agent of the City.

Press Releases. The Developer agrees not to issue any press releases about this Agreement or the Property without the express written approval of the City Manager or his/her designee.

Entire Agreement; Modifications; Waiver. This Agreement constitutes the entire understanding and agreement of the parties, integrates all of the terms and conditions mentioned herein or incidental hereto, and supersedes all negotiations or previous agreements, written or oral, between the parties or their predecessors in interest with respect to all or any part of the subject matter hereof.

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7 Any amendment, modification, or waiver of this Agreement or any part hereof shall not be effective unless in writing and signed by both parties and shall be subject to Section 21.

Agreement Does Not Constitute Development Approval. The City reserves final discretion and approval as to any DDA and all proceedings and decisions in connection therewith. This Agreement shall not be construed as a grant of development rights, interest in the Property, or land use entitlements to construct the Project or any other project. All design, architectural, and building plans for the Project shall be subject to the review and approval of the City. By its execution of this Agreement, the City is not committing itself to or agreeing to undertake the disposition or development of the Property or other real property to the Developer, or any other acts or activities requiring the subsequent independent exercise of discretion by the City, or any agency or department thereof.

Governing Law; Venue. This Agreement shall be construed in accordance with the laws of the State of California, and venue for any action initiated by a party to interpret or enforce this Agreement shall lie exclusively in the state and federal courts in the County of San Bernardino.

Attorneys’ Fees. Each party shall be responsible for payment of its own attorneys’ fees and expenses with respect to negotiation and preparation of this Agreement. In the event any action is brought to enforce or interpret any of the provisions of this Agreement, the prevailing party in such action or proceeding, shall be entitled to have and recover its reasonable attorneys’ fees and expenses.

Implementation of Agreement. The City shall maintain authority to implement this Agreement through the City Manager. The City Manager shall have the authority to issue interpretations, waive provisions, and/or enter into certain amendments of this Agreement on behalf of the City so long as such actions do not materially or substantially add to the costs or risks incurred or to be incurred by the City as specified herein, and such interpretations, waivers and/or amendments may include extensions of time to perform, subject to Section 1 herein. All other material and/or substantive interpretations, waivers, or amendments shall require the collective consideration, action and written consent of the governing board of the City.

Counterparts. This Agreement may be signed in multiple counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. [Signatures on Following Page]
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8 NOW THEREFORE, the Parties have executed this Negotiation Agreement as of the date first set forth above.

CITY:

CITY OF SAN BERNARDINO,
a California municipal corporation
By:

Rob Field, City Manager
Date:

ATTEST:

Genoveva Rocha, Secretary
Date:

APPROVED AS TO FORM:

Sonia R. Carvalho, General Counsel

BEST BEST & KRIEGER LLP

RICH DEVELOPMENT ENTERPRISES, LLC,
a California limited liability company
By:

Joseph Rich, Manager
Date:

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Exhibit A
Arden Guthrie
APN: 1191-021-01, 11-69, 1191-041-17 to 22, 1191-041-25 to 32 Highland Ave.

Arden Ave.
20th Street
Guthrie Ave.

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Exhibit B
Arden Guthrie
APN: 1191-021-01, 11-69, 1191-041-17 to 22, 1191-041-25 to 32 Real property situated in the City of San Bernardino, County of San Bernardino, State of CA, described as:

The portion of Lot 6, Block 3, as shown on the Map of West Highlands, recorded in Book 5 of Maps, page 77, in the office of the County Recorder of said County, described as follows:

Beginning at the Northwesterly corner of Lot 9, Tracts No. 7106, as per map recorded in Book 90 of Maps, page 62, in said Recorder’s Office; thence Easterly along the North line of said Lot 9, a distance of 120 feet to the West line of a 20 foot alley; thence along said West line, North 0 degrees, 31 minutes 24 seconds, West, 1663 feet; thence North 64 degrees 07 minutes 32 seconds, West 132.65 feet to an intersection with that certain 20 foot radius curve, concave Southeasterly in the Northwesterly corner of that certain Parcel of Land designated as “Not a Part” on said Map of Tract No. 7106, and lying between Bumbarton Avenue, and said 20 foot Avenue, and said 20 foot alley; thence Southerly along said curve, 6.90 feet to the Point of Tangency thereof with the tangent portion of the East line of said Dumbarton Avenue, 60 feet wide, as shown on last said Map; thence Southerly along said East line of Dumbarton Avenue to the point of beginning.

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Exclusive Negotiation Agreement (ENA) between the
City of San Bernardino and
Rich Development Enterprises, LLC
related to the Arden Guthrie property
Presented by Stephanie Sanchez, Economic Development Project Manager Community & Economic Development Department
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Brief History
• June 2021 – Arden Guthrie declared Surplus Land. Pursuant to the Surplus Land Act, Notice of Availability was released • January 2022 – Cleared Housing and Community Development (HCD) and Released Request for Proposals (RFP) for
development
• March to May 2022 – RFP, Review, and Interview
• June 2022 – Developer was chosen, and Exclusive
Negotiations Agreement (ENA) discussions commenced
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Proposed Project
• 1 Large Anchor
• 3 Smaller Anchors
• 4 Food Pads
• 1 C-Store / Gas Station
• Total Project of 17 acres
• Total Approximate Build
Out of 226,000 sq.ft.
• Tenants will include
Target, Sprouts &
Burlington
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Proposed Project
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Developer Introduction
• Tab Johnson
Project Development Manager
• Joseph Rich
Manager
• John Rich
VP of Operations
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Developer’s Past Projects
Fresno, CA
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Developer’s Past Projects
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Developer’s Past Projects
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Developer’s Past Projects
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Developer’s Past Projects
Clovis, CA
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Developer’s Past Projects
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Conclusion:

It is recommended that the Mayor and City Council adopt Resolution No. 2022-XXX authorizing the City Manager to execute an Exclusive Negotiation Agreement between the City of San Bernardino and Rich Development Enterprises, LLC for the Arden Guthrie property.

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PUBLIC HEARING
City of San Bernardino
Request for Council Action
Date: September 21, 2022
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Nathan Freeman, Agency Director of Community, Housing, and Economic Development
Department: Community & Economic Development (CED)
Subject: Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15 (Ward 6)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino, California:
1) Introduce for first reading, read by title only, and waive further reading of Ordinance No. MC-1593 of the Mayor and City Council of the City of San Bernardino, California, adopting the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and approving Development Code Amendment (Zoning Map Amendment) 21-03 changing the Zoning District Classification of one (1) parcel (APN: 0266-041-40) containing approximately 3.94 acres from Commercial General (CG-1) to Industrial Heavy (IH) (Attachment 1);
2) Adopt Resolution No. 2022-188 of the Mayor and City Council of the City of San Bernardino, California, approving Development Permit Type-D 21-15 allowing the development and establishment of a truck terminal facility on a project site containing approximately 11.07 acres located at 5770 N. Industrial Parkway (APN: 0266-041-22 and 40) within the Industrial Heavy (IH) zone, pursuant to a Mitigated Negative Declaration (Attachment 4); and
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3) Schedule the adoption of the above Ordinance to the regularly scheduled meeting of the Mayor and City Council on October 19, 2022.

Background
On July 12, 2022, Staff presented a recommendation of approval to the Planning Commission for adoption of Resolution No. 2022-024 of the Planning Commission of the City of San Bernardino, California (Attachment 3), forwarding a recommendation to the Mayor and City Council recommending adoption of the Final Mitigated Negative Declaration and approval of the Mitigation Monitoring and Reporting Program under the California Environmental Quality Act; and approval of Development Code Amendment (Zoning Map Amendment) 21-03 changing the Zoning District Classification of a parcel (APN: 0266-041-40) containing approximately 3.94 acres from Commercial General (CG-1) to Industrial Heavy (IH), and Development Permit Type-D 21-15 allowing the development and establishment of a truck terminal facility on a project site containing approximately 11.07 acres located at 5770 N. Industrial Parkway (APN: 0266-041-22 and 40) within the Industrial Heavy (IH) zone. After public testimony and deliberation, the Planning Commission voted to approve the project by a 4-3 vote of those commissioner’s present. However, the motion to approve the project failed because the motion did not receive an affirmative 5 votes as required pursuant to San Bernardino Municipal Code Section 2.22.030 (Quorum and Vote Required). The project is now presented to the Mayor and City Council without a formal recommendation from the Planning Commission.

Discussion
Pursuant to the requirements of Chapter 19.42 (Development Code Amendments), Chapter 19.74 (Zoning Map Amendments), and Chapter 19.44 (Administrative and Development Permits) of the City of San Bernardino Development Code, the applicant, Dedeaux Properties, is requesting the approval of:
✓ Development Code Amendment (Zoning Map Amendment) 21-03 to change the Zoning District Classification from Commercial General (CG-1) to Industrial Heavy (IH) of one (1) parcel (APN: 0266-041-40) containing approximately 3.94 acres; and
✓ Development Permit Type-D 21-15 to allow the development and establishment of a truck terminal facility.

Development Code Amendment (Zoning Map Amendment)
The subject property is comprised of two (2) parcels (identified as APN: 0266-041-22 and 0266-041-40) containing approximately 11.07 acres located on the southwest corner of Palm Avenue and Industrial Parkway, within the Industrial Heavy (IH) (APN:
0266-041-22) and Commercial General (CG-1) (APN: 0266-041-40) zones. The project site is partially developed and is substantially surrounded by industrial warehouse uses and vacant/underutilized land. One of the parcels (APN:0266-041-40) consists of vacant land and the other parcel (APN: 0266-041-22) is partially developed with an approximately 34,000 square-foot industrial building that will be demolished as part of the proposed project.

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The intent of the Commercial General (CG-1) and Industrial Heavy (IH) zoning classifications are described as follows, pursuant to Chapter 19.06 (Commercial Zones) and Chapter 19.08 (Industrial Zones) of the City of San Bernardino Development Code:

The applicant is requesting to change the Zoning District Classification of the approximately 3.94-acre northern parcel (APN: 0266-041-40) to Industrial Heavy (IH) to be consistent with the Zone District Classification of the southern parcel (APN: 0266- 041-22) and facilitate the development of a truck terminal facility.

Analysis
The project site is comprised of two (2) parcels containing a total of approximately

11.07 acres to be consolidated, as conditioned, through a lot merger. The project site is located on the southwest corner of Palm Avenue and Industrial Parkway, within the Industrial Heavy (IH) and Commercial General (CG-1) Zones. The project site is relatively flat with a gentle slope in a southeasterly direction and contains an approximately 34,000 square-foot industrial building, and sparse vegetation consisting of grasses, weeds, and trees.

Table 1, below, provides a summary of the surrounding land use characteristics of the subject site and surrounding properties.

TABLE 1: SITE AND SURROUNDING LAND USES
Location Land Use Zone General Plan
Site Vacant land/
Industrial warehouse
Commercial General
(CG-1) &
Industrial Heavy (IH)
University District
Specific Plan
North Palm Avenue followed
by vacant land
County of San
Bernardino
County of San
Bernardino
South Industrial use Industrial Heavy (IH) University District Specific Plan
COMMERCIAL GENERAL (CG-1) ZONE INDUSTRIAL HEAVY (IH) ZONE This zone is intended to provide for the
continued use, enhancement, and new
development of retail, personal service,
entertainment, office and related
commercial uses along major
transportation corridors and intersections
to service the needs of the residents;
reinforcing existing commercial corridors
and centers and establishing new
locations as residential growth occurs.

This zone is intended to provide for the
continuation and development of
heavy manufacturing industries in
locations where they will be compatible
with and not adversely impact adjacent
land uses.

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East
Industrial Parkway
followed by Industrial
warehouse
Industrial Light (IL) University District
Specific Plan
West A.T. & S.F. Railroad Industrial Heavy (IH) University District Specific Plan
Per Section 19.44.030 (Administrative and Development Permits – Applicability and Project Review) of the San Bernardino Development Code, new industrial buildings over 5,000 square feet are permitted subject to the approval of a Development Permit Type-D. With the concurrent approval of Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15, the proposed truck terminal facility is consistent with the polices of the City’s General Plan and complies with the City’s Development Code standards for the Industrial Heavy (IH) zone.

Land Use
The proposed project consists of the construction of a 52,160 square feet truck terminal facility containing approximately 46,160 square feet of warehouse space, approximately 3,000 square feet of ground floor office space, and an approximately 3,000 square-foot mezzanine. The proposed development will provide a total of 51 loading dock doors along the east-facing side of the warehouse building elevation and 49 loading dock doors and one (1) at-grade door along the west-facing side of the warehouse building elevation. Additionally, the proposed project will provide trailer and vehicle parking, landscaping, and the required on-site and off-site improvements. The project is proposed as a speculative business without specific tenant but would be operated as a warehouse/truck terminal.

Architecture
The proposed project consists of the development of a single-story concrete tilt-up building approximately 36 feet in height. The architectural design of the proposed building features a distinctive contemporary design with an emphasis on consistent building finish materials and color schemes to maintain compatibility with the surrounding developments. Significant vertical articulation, along with changes in building elevation color schemes and glazing, has been provided to visually break up the massing of the building elevations. The building incorporates a flat roof with parapet walls at varying heights. The building’s south, east and west elevations will feature prominent, articulated concrete wall planes to emphasize the building’s office and main entrance areas. The building will also feature aluminum dual-glazed glass storefront doors and oversized windows to allow natural lighting into the interior spaces, and wellordered contemporary metal canopies. The proposed design will use a combination of white, light gray and earth tone green paint colors, and uniform expansion joint lines to further break up the facades. The mixture of materials and colors adds variety and creates a quality architectural presence.

Access/Site Design/Traffic
The project site will have two (2) direct ingress/egress access driveways that consist of a 50-foot-wide main driveway and a secondary 30-foot-wide emergency vehicle Packet Pg. 62
access driveway along N. Industrial Parkway. The 50-foot southerly driveway will be primarily used as the main vehicular and truck/trailer routes and will provide decorative wrought-iron sliding gates set back far enough from the property line to facilitate temporary on-site truck staging. The internal site circulation has been designed to adequately accommodate on-site truck/trailer, vehicular, emergency and trash/refuse service vehicle circulation. Access to the off-street parking and loading dock areas will be provided via 40-foot up to 65-foot-wide drive aisles. Designated “paths of travel” have also been provided to ensure accessible pedestrian safety.

The City’s Traffic Engineering Division has reviewed the traffic scoping approval form and has accepted the Traffic Impact Analysis prepared for the proposed project and adequate traffic improvement measures will be implemented based on the approved Traffic Impact Analysis and the recommendations of the City’s Traffic Engineer.

Parking
Pursuant to Section 19.24.040 (Off-Street Parking Standards – Number of Parking Spaces Required), the proposed development will require a minimum total of 71 parking spaces. The proposed project, as designed, includes a total of 73 parking spaces, of which 52 are standard passenger vehicle parking spaces, 5 handicapped parking spaces, and 16 electric vehicle/clean air/carpool parking spaces, thereby exceeding the off-street parking requirement. The project site will provide a total of 141 trailer parking stalls located within the north, east and west portions of the property.

The proposed trailer stalls will include 2 electric truck charging stations. The proposed project will also include a combination of short-term and long-term bicycle rack/lockers for both employees and visitors.

Landscaping
The proposed project will provide all new landscaping along the project site frontage, within the parking lot areas, and required setback areas. Additionally, along N.

Industrial Parkway an architecturally treated eight (8’) foot high smooth-face concrete tilt-up wall with vertical and horizontal articulation will be installed. In order to soften the proposed concrete tilt-up wall layered landscaping will be planted between N. Industrial Parkway and the concrete tilt-up wall, that will consist of, as conditioned, 36-inch up to 48-inch minimum box size trees, accent shrubbery, and ground covers.

General Plan Goals and Policies
The City of San Bernardino General Plan includes goals and policies to guide future development within the City, including the following:
✓ General Plan Land Use Element Policy 2.2.1: Ensure compatibility between land uses and quality design through adherence to standards and regulations in the Development Code and policies and guidelines in the Community Design Element.
✓ General Plan Land Use Element Goal 2.4: Enhance the quality of life and economic vitality in San Bernardino by strategic in-fill of new development and revitalization of existing development.

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✓ General Plan Land Use Element Policy 2.5.4: Require that all new structures achieve a high level of architectural design and provide a careful attention to detail.
✓ General Plan Community Design Element 5.4: Ensure individual projects are well designed and maintained.
✓ General Plan Community Design Element Goal 5.7: Develop attractive and safe commercial, office, and industrial projects that are creatively designed and intelligently sited.

The proposed project implements the above General Plan goals and policies in that the proposed development has been designed with quality architectural treatments.

Development of the site will be done in a manner that will enhance the physical and visual qualities of the subject property with significant landscaping, thereby enhancing the aesthetics of the surrounding neighborhood. Additionally, through this proposal the existing property will be transformed from an underutilized partially undeveloped property into a development that meets the City’s land use and community design goals, while satisfying the Development Code requirements, and will be adequately regulated through the Conditions of Approval and Mitigation Measures in order to minimize potential impacts.

California Environmental Quality Act
In accordance with Section 15063 (Initial Study) of the California Environmental Quality Act (CEQA), the applicant submitted, and the Planning Division accepted an Initial Study/Mitigated Negative Declaration prepared in connection with the proposed Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15. Accordingly, pursuant to Section 15072 (Notice of Intent to Adopt a Negative Declaration or Mitigated Negative Declaration) of CEQA, a Notice of Intent (NOI) to Adopt a Mitigated Negative Declaration (MND) for Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15 (“Project”) was posted on April 9, 2022, for the CEQA-mandated twenty (20) day public review and comment period.

During the CEQA-mandated twenty (20) day public review and comment period for the Draft Initial Study/Mitigated Negative Declaration for the Project, comments were received on April 27, 2022, and April 28, 2022, from Mitchell M. Tsai, Attorney at Law, on behalf of the Southwest Regional Council of Carpenters (“SWRCC”), and The Metropolitan Water District of Southern California. Subsequently, on May 3, 2022, and May 4, 2022, staff received a request from the office of Mitchell M. Tsai, Attorney at Law requesting to withdraw their two (2) comment letters. Responses to the comments were prepared and included in the Final Initial Study/Mitigated Initial Study (Attachment 7). Additionally, the project includes a Mitigation Monitoring and Reporting Program that incorporates all necessary measures to ensure that the proposed development does not create undue impacts in the vicinity of the project site. (Attachments 2 and 5, Exhibit A).
2021-2025 Key Strategic Targets and Goals
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Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15 aligns with Key Target No. 4: Economic Growth & Development.

The proposed project will rezone an existing property to Industrial Heavy (IH) to create consistency within the project area and allow the development of a new truck terminal facility that will provide an economic benefit to an otherwise vacant and underutilized parcel and the City in general and will stimulate overall economic revitalization. The proposed development has been designed to achieve visual interest and a clean, landscaped industrial site.

Fiscal Impact
Development impact fees associated with the project will be approximately $167,480.

City services will be provided to this project similar to other industrial developments within the City and surrounding area.

Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino, California:
1) Introduce for first reading, read by title only, and waive further reading of Ordinance No. MC-1593 of the Mayor and City Council of the City of San Bernardino, California, adopting the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and approving Development Code Amendment (Zoning Map Amendment) 21-03 changing the Zoning District Classification of one (1) parcel (APN: 0266-041-40) containing approximately

3.94 acres from Commercial General (CG-1) to Industrial Heavy (IH) (Attachment 1);
2) Adopt Resolution No. 2022-188 of the Mayor and City Council of the City of San Bernardino, California, approving Development Permit Type-D 21-15 allowing the development and establishment of a truck terminal facility on a project site containing approximately 11.07 acres located at 5770 N. Industrial Parkway (APN: 0266-041-22 and 40) within the Industrial Heavy (IH) zone, pursuant to a Mitigated Negative Declaration (Attachment 4); and
3) Schedule the adoption of the above Ordinance to the regularly scheduled meeting of the Mayor and City Council on October 19, 2022.

Attachments
Attachment 1 Ordinance No. MC-1593 (Adopting MND/MMRP and Approving Development Code Amendment [Zoning Map
Amendment] 21-03)
Attachment 2 Ordinance No. MC-1593 (Adopting MND/MMRP and Approving Development Code Amendment [Zoning Map Amendment] 21-
03) – Exhibit A Mitigation Monitoring and Reporting Program Attachment 3 Ordinance No. MC-1593 (Adopting MND/MMRP and Approving Development Code Amendment [Zoning Map
Amendment] 21-03) – Exhibit B – Zoning Map Amendment
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Attachment 4 Resolution No. 2022-188 (Approving Development Permit TypeD 2115) Attachment 5 Resolution No. 2022-188 (Approving Development Permit TypeD 21-15) – Exhibit A – Mitigation Monitoring and Reporting Program
Attachment 6 Resolution No. 2022-188 (Approving Development Permit TypeD 21-15) – Exhibit B – Project Plans Attachment 7 Final Initial Study/Mitigated Negative Declaration, dated May 2022
Attachment 8 PowerPoint
Attachment 9 Newspaper Publication
Ward: Sixth Ward
Synopsis of Previous Council Actions:

None.

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ORDINANCE NO. MC-1593
1 ORDINANCE NO. MC-1593

ORDINANCE OF THE MAYOR AND CITY COUNCIL OF

THE CITY OF SAN BERNARDINO, CALIFORNIA,

ADOPTING THE MITIGATED NEGATIVE

DECLARATION AND MITIGATION MONITORING AND

REPORTING PROGRAM UNDER THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT, AND APPROVING

DEVELOPMENT CODE AMENDMENT (ZONING MAP
AMENDMENT) 21-03 CHANGING THE ZONING DISTRICT
CLASSIFICATION OF ONE (1) PARCEL (APN: 0266-041-40)
CONTAINING APPROXIMATELY 3.94 ACRES FROM
COMMERCIAL GENERAL (CG-1) TO INDUSTRIAL
HEAVY (IH).

WHEREAS, together, Development Code Amendment (Zoning Map Amendment) 21-03, and Development Permit Type-D 21-15 constitute the Truck Terminal Facility Project ("Project"); and
WHEREAS, Development Code Amendment (Zoning Map Amendment) 21-03 is a request to allow the change of the Zoning District Classification from Commercial General (CG1) to Industrial Heavy (IH) of one (1) parcel (APN: 0266-041-40) containing approximately 3.94 acres; and
WHEREAS, pursuant to the requirements of the California Environmental Quality Act (“CEQA”; Public Resources Code, § 21000 et seq.), Section 21067, and State CEQA Guidelines (California Code of Regulations, § 15000 et seq.), Section 15367, the City of San Bernardino is the lead agency for the Project; and
WHEREAS, City staff determined that pursuant to State CEQA Guidelines Section 15070 (Decision to Prepare a Negative or Mitigated Negative Declaration), preparation of a Mitigated Negative Declaration was the appropriate environmental review procedure under CEQA, because all potentially significant impacts of the Project can be mitigated to a level of less than significant; and
WHEREAS, a Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and Reporting Program (“MMRP”), attached hereto as Exhibit A, were prepared for the Project; and WHEREAS, on July 12, 2022, the Planning Commission of the City of San Bernardino held a duly-noticed public hearing to consider public testimony and the staff report to Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15, and at which meeting the Planning Commission considered Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15; and WHEREAS, on July 12, 2022, during said duly public hearing, after public testimony and deliberation among the Planning Commissioners, Commissioner Quiel made a motion to adopt Resolution No. 2022-024 recommending the adoption of the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program under the California Environmental Quality Act, Packet Pg. 67
ORDINANCE NO. MC-XXXX
2 and the approval of Development Code Amendment (Zoning Map Amendment) 21-03, and Development Permit Type-D 21-15 to the Mayor and City Council based on the Findings of Fact presented, and Commissioner Sanchez seconded the motion; and WHEREAS, although the motion obtained a majority vote (4-3), the project was moved without recommendation because it did not obtain the five (5) votes required by the San Bernardino Municipal Code. The Planning Commission vote was as follows:

Ayes: Guerrero, Lopez, Sanchez, and Quiel
Noes: Armstead, Flores, and Lewis
Abstain: None

Absent: Morales
WHEREAS, pursuant to Section 2.22.030 (Quorum and Vote Required) of the City of San Bernardino Municipal Code, a recommendation for approval of a General Plan Amendment or an amendment to the Municipal Code shall be by the affirmative vote of not less than a majority (five) of the total membership of the commission; and
WHEREAS, notice of the September 21, 2022 public hearing for the Mayor and City Council's consideration of this proposed Ordinance was published in The Sun newspaper on September 10, 2022, and was mailed to the owners and tenants of the properties located within 1,000 feet of the subject property in accordance with Development Code Chapter 19.52 (Hearing and Appeals); and
WHEREAS, no comments made in the public hearing conducted by the Mayor and City Council, and no additional information submitted to the Mayor and City Council, has produced substantial new information requiring substantial revisions that would trigger recirculation of the MND or additional environmental review under State CEQA Guidelines Section 15073.5 (Recirculation of a Negative Declaration Prior to Adoption); and WHEREAS, pursuant to the requirements of Chapters 19.52 (Hearing and Appeals) and Chapter 19.74 (Zoning Map Amendments) of the City of San Bernardino Development Code, the Mayor and City Council have the authority to take action on Development Code Amendment (Zoning Map Amendment) 21-03; and

NOW THEREFORE, THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, DO ORDAIN AS FOLLOWS:

SECTION 1. The above recitals are true and correct and are incorporated herein by this reference.

SECTION 2. Compliance with the California Environmental Quality Act. The Mayor and City Council having independently reviewed and analyzed the record before it, including the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and written and oral testimony, and having exercised their independent judgment, find that there is no substantial evidence supporting a fair argument that approval of the Project will result in a significant effect on the environment.

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ORDINANCE NO. MC-XXXX
3 SECTION 3. Adoption of the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program. Based on the findings made herein and their independent judgment and analysis, the Mayor and City Council hereby adopt the Mitigated Negative Declaration for the Project, and the Mitigation Monitoring and Reporting Program, attached hereto and incorporated herein as Exhibit A. The Mayor and City Council hereby impose each mitigation measure as a condition of approval of the Project, in accordance with CEQA and the State CEQA Guidelines.

SECTION 4. Finding of Facts – Development Code Amendment (Zoning Map Amendment) 22-03
Finding No. 1: The proposed amendment is consistent with the General Plan.

Finding of Fact: The proposed amendment will change the Zoning District Classification from Commercial General (CG-1) to Industrial Heavy (IH) for a parcel (APN: 0266-041-40) located within the northern half of the Project site containing approximately 3.94 acres. The Industrial Heavy (IH) Zoning District Classification is intended to provide for the continuation and development of heavy manufacturing industries in locations where they will be compatible with and not adversely impact adjacent land uses. The proposed amendment, with the concurrent approval of Development Permit Type-D 21-15, will allow the development, establishment of a truck terminal facility on a current partially undeveloped site, which is consistent with the existing industrial warehouse developments within the project area to the northeast, west, and south of the project site. Therefore, the proposed Project is consistent with the following General Plan goals and policies:

General Plan Land Use Element Policy 2.2.1: Ensure
compatibility between land uses and quality design through adherence to standards and regulations in the Development Code and policies and guidelines in the Community Design Element.

General Plan Land Use Element Goal 2.4: Enhance the
quality of life and economic vitality in San Bernardino by strategic in-fill of new development and revitalization of existing development.

General Plan Land Use Element Policy 2.5.4: Require that all new structures achieve a high level of architectural design and provide a careful attention to detail.

General Plan Community Design Element 5.4: Ensure
individual projects are well designed and maintained.

General Plan Community Design Element Goal 5.7:

Develop attractive and safe commercial, office, and
industrial projects that are creatively designed and
intelligently sited.

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ORDINANCE NO. MC-XXXX
4 Finding No. 2: The proposed amendment would not be detrimental to the public interest, health, safety, convenience, or welfare of the City.

Finding of Fact: The proposed amendment will not be detrimental to the public interest, health, safety, convenience, or welfare of the City in that the proposed amendment to change the existing Zoning District Classification of a parcel (APN:0266-041-40) containing approximately 3.94 acres located on the northern half of the project site from Commercial General (CG-1) to Industrial Heavy (IH) will facilitate the development of a truck terminal facility on a current partially undeveloped site, which is consistent with the existing Industrial Heavy (IH) Zoning District Classification of the parcel (APN: 0266-041-22) located on the southern half of the project site, and as conditioned, will be consolidated through a lot merger, and the industrial warehouse developments within the project area to the northeast, west, and south of the project site. The project site is relatively flat with access from N. Industrial Parkway, fully served by utility providers, and will not result in the need for the excessive provision of services. Additionally, any potential impacts created by the proposed amendment have been addressed in the Final Initial Study/Mitigated Negative Declaration and appropriate mitigation measures have been included within the Mitigation Monitoring and Reporting Program.

Finding No. 3: The proposed amendment would maintain the appropriate balance of land uses within the City.

Finding of Fact: The proposed amendment would result in the entirety of the project site having the Industrial Heavy (IH) Zoning District Classification, which upon consolidation of the property, as conditioned through a lot merger, will allow for the development of a truck terminal facility. The subject property is located along a secondary arterial corridor, abutting existing industrial warehouse developments. Therefore, the proposed change from Commercial General (CG-1) to Industrial Heavy (IH) for the project site would allow the consolidation of industrial warehouse facilities nearby existing industrial uses, thereby providing for an appropriate balance of land uses within the City.

Finding No. 4: The subject parcels are physically suitable (including, but not limited to, access, provision of utilities, compatibility with adjoining land uses, and absence of physical constraints) for the requested land use designation and the anticipated land use development.

Finding of Fact: The project site is currently comprised of two (2) parcels that are, as conditioned, proposed to be consolidated into one (1) parcel containing approximately 11.07 acres. The project site is generally flat, with access rom N. Industrial Parkway. Utilities are available directly from N. Industrial Parkway. The project site is sufficient in size to meet the required development standards of the San Bernardino Development Code, Packet Pg. 70
ORDINANCE NO. MC-XXXX
5 including but not limited to, off-street parking, loading, and landscaping requirements for the proposed truck terminal facility. There are no physical constraints on the project site, such as steep slopes or watercourses.

SECTION 5. Development Code Amendment (Zoning Map Amendment) 21-03 to change the Zoning District Classification from Commercial General (CG-1) to Industrial Heavy (IH) of one (1) parcel (APN: 0266-041-40), attached hereto and incorporated herein by reference as Exhibit B, is hereby approved.

SECTION 6. Notice of Determination: The Planning Division of the Community and Economic Development Department is hereby directed to file a Notice of Determination with the County Clerk of the County of San Bernardino within five (5) working days of final project approval certifying the City’s compliance with the California Environmental Quality Act in approving the Project.

SECTION 7. Severability: If any section, subsection, subdivision, sentence, or clause or phrase in this Ordinance or any part thereof is for any reason held to be unconstitutional, invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council hereby declares that it would have adopted each section irrespective of the fact that any one or more subsections, subdivisions, sentences, clauses, or phrases be declared unconstitutional, invalid, or ineffective.

SECTION 8. Effective Date. This Ordinance shall become effective thirty (30) days after the date of its adoption.

SECTION 9. Notice of Adoption. The City Clerk of the City of San Bernardino shall certify to the adoption of this Ordinance and cause publication to occur in a newspaper of general circulation and published and circulated in the City in a manner permitted under Section 36933 of the Government Code of the State of California.

APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by the City Clerk this ___ day of _________, 2022.

John Valdivia, Mayor
City of San Bernardino
Attest:

Genoveva Rocha, CMC, City Clerk
Approved as to form:

Sonia Carvalho, City Attorney
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ORDINANCE NO. MC-XXXX
6 CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss

CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of Ordinance No. MC-____, introduced on September 21, 2022 and adopted by the City Council of the City of San Bernardino, California, at a regular meeting held on the ___ day of _________, 2022 by the following vote:

Council Members: AYES NAYS ABSTAIN ABSENT

SANCHEZ
IBARRA

FIGUEROA

SHORETT

REYNOSO
CALVIN

ALEXANDER
WITNESS my hand and official seal of the City of San Bernardino this ___ day of _________, 2022.

Genoveva Rocha, CMC, City Clerk
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
3-1
Mitigation Monitoring and Reporting Program
Introduction
The California Environmental Quality Act (CEQA) requires a lead or public agency that approves or carries out a project for which an Mitigated Negative Declaration has been certified which identifies one or more significant adverse environmental effects and where findings with respect to changes or alterations in the project have been made, to adopt a “…reporting or monitoring program for the changes to the project which it has adopted or made a condition of project approval in order to mitigate or avoid significant effects on the environment” (CEQA, Public Resources Code Sections 21081, 21081.6).

A Mitigation Monitoring and Reporting Program (MMRP) is required to ensure that adopted mitigation measures are successfully implemented for the Industrial Parkway Project (Project). The City of San Bernardino is the Lead Agency for the project and is responsible for implementation of the MMRP. This report describes the MMRP for the Project and identifies the parties that will be responsible for monitoring implementation of the individual mitigation measures in the MMRP.

Mitigation Monitoring and Reporting Program
The MMRP for the Project will be active through all phases of the Project, including design, construction, and operation. The attached table identifies the mitigation program required to be implemented by the City for the Project. The table identifies mitigation measures required by the City to mitigate or avoid significant impacts associated with the implementation of the Project, the timing of implementation, and the responsible party or parties for monitoring compliance.

The MMRP also includes a column that will be used by the compliance monitor (individual responsible for monitoring compliance) to document when implementation of the measure is completed. As individual Plan, Program, Policies; and mitigation measures are completed, the compliance monitor will sign and date the MMRP, indicating that the required actions have been completed.

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TABLE 1: MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials

BIOLOGICAL RESOURCES
MM Bio-1: Nesting Bird Survey. Vegetation removal should occur outside of the nesting bird season (generally between February 1 and September 15). If vegetation removal is required during the nesting bird season, the applicant must conduct take avoidance surveys for nesting birds prior to initiating vegetation removal/clearing. Surveys will be conducted by a qualified biologist(s) within three days of vegetation removal. If active nests are observed, a qualified biologist will determine appropriate minimum disturbance buffers and other adaptive mitigation techniques (e.g., biological monitoring of active nests during construction-related activities, staggered schedules, etc.) to ensure that impacts to nesting birds are avoided until the nest is no longer active. At a minimum, construction activities will stay outside of a 300-foot buffer around the active nests. For raptor species, the buffer is to be expanded to 500 feet. The approved buffer zone shall be marked in the field with construction fencing, within which no vegetation clearing or ground disturbance shall commence until the qualified biologist and City of San Bernardino Planning Division verify that the nests are no longer occupied, and the juvenile birds can survive independently from the nests. Once the young have fledged and left the nest, or the nest otherwise becomes inactive under natural conditions, normal construction activities may occur.

Submittal of pre-activity
field survey results report.

Prior to Demolition and
Grading Permits.

City of San Bernardino
Planning Division

CULTURAL RESOURCES
MM CUL-1: Archaeological Monitoring. Prior to the issuance of the first grading permit, the applicant shall provide a letter to the City Planning Division, or designee, from a qualified professional archeologist meeting the Secretary of Interior’s Professional Qualifications for Archaeology as defined at 36 CFR Part 61, Appendix A stating that qualified archeologists have been retained and will be present at pre-grade meetings and for all initial ground disturbing activities, up to five feet in depth. Prior to the start of construction, a cultural resources management plan (CRMP) shall be prepared by the Project archaeologist, the drafts of which shall be provided to SMBMI for review and comment. The CRMP shall implement at least the following measures:

Confirmation of
professional archaeologist
retention/ongoing/monito
ring/submittal of Report
of Findings. Prior to
Demolition and Grading
Permits and during
subsurface excavation.

City of San Bernardino
Planning Division
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
The frequency of inspections shall depend upon the rate of excavation, the materials excavated, and the presence and abundance of artifacts and features. The consulting archaeologist shall have the authority to modify the monitoring program if the potential for cultural resources appears to be less than anticipated. Isolates and clearly non-significant deposits shall be minimally documented in the field so the monitored grading can proceed.

In the event a previously unrecorded archaeological deposit is encountered during construction, all activity within 60 feet of the area of discovery shall cease and the City shall be immediately notified. The archeologist shall be contacted to flag the area in the field and shall determine if the archaeological deposits meet the CEQA definition of historical (State CEQA Guidelines 15064.5(a)) and/or unique archaeological resource (Public Resources Code 21083.2(g)). Additionally, San Manuel Band of Mission Indians Cultural Resources Department (SMBMI) and Gabrieleno Band of Mission Indians – Kizh Nation (GBMI-KN) shall be contacted, as detailed within TCR-1, regarding any pre-contact and/or historic-era finds and be provided information after the archaeologist makes his/her initial assessment of the nature of the find, so as to provide Tribal input with regards to significance and treatment.

If the find is considered a “resource” the archaeologist shall pursue either protection in place or recovery, salvage and treatment of the deposits.

Recovery, salvage and treatment protocols shall be developed in accordance with applicable provisions of Public Resource Code Section 21083.2 and State CEQA Guidelines 15064.5 and 15126.4 in consultation with the City. Per CEQA Guidelines Section 15126.4(b)(3), preservation in place shall be the preferred means to avoid impacts to archaeological resources qualifying as historical resources. Consistent with CEQA Guidelines Section 15126.4(b)(3)(C). If unique archaeological resources cannot be preserved in place or left in an undisturbed state, recovery, salvage, and treatment shall be required at the developer/applicant’s expense.

HAZARDS AND HAZARDOUS MATERIALS
MM HAZ-1: Soil Management Plan. Prior to issuance of a grading permit, the Project applicant shall demonstrate to the City of San Bernardino that a qualified environmental consultant has been retained and has prepared a Soil Review and approval of
oil Management Plan.

Prior to grading permit.

City of San Bernardino
Planning Division
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
Management Plan (SMP) that details procedures and protocols for onsite management of soils containing potentially hazardous materials. The SMP shall be implemented during grading activities onsite to ensure that soils containing residual levels of hydrocarbons, volatile organic compounds, and tetrachloroethylene, are properly identified, monitored, and managed onsite, and include the following:
• A certified hazardous waste hauler shall remove all potentially hazardous soils. In addition, sampling of soil shall be conducted during excavation to ensure that all petroleum hydrocarbon and arsenic impacted soils are removed, and that Environmental Screening Levels (ESLs) for nonresidential uses are not exceeded. Excavated materials shall be transported per California Hazardous Waste Regulations to a landfill permitted by the State to accept hazardous materials.
• Any subsurface materials exposed during construction activities that appear suspect of contamination, either from visual staining or suspect odors, shall require immediate cessation of excavation activities. Soils suspected of contamination shall be tested for potential contamination. If contamination is found to be present per the Department of Toxic Substances Control Screening Levels for industrial/commercial land use (DTSC-SLi) and the EPA Regional Screening Levels for
industrial/commercial land use (EPA-RSLi), it shall be transported and disposed of per state regulations to an appropriately permitted landfill. • The SMP shall include a Health and Safety Plan (HSP) addresses potential safety and health hazards and includes the requirements and procedures for employee protection; each contractor will be required to have their own HSP tailored to their particular trade that addresses the general project safety requirements. The HSP shall also outline proper soil handling procedures and health and safety requirements to minimize worker and public exposure to hazardous materials during construction. • The SMP shall be prepared and executed in accordance with South Coast Air Quality Management District (SCAQMD) Rule 1166, Volatile Organic Compound Emissions from Decontamination of Soil. The SMP shall require the timely testing and sampling of soils so that contaminated soils can be separated from inert soils for proper disposal. The SMP shall specify the testing parameters and sampling frequency. Anticipated testing includes Packet Pg. 77
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
total petroleum hydrocarbons (TPH), volatile organic compounds (VOCs), and semi-volatile organic compounds (SVOCs). During excavation, Rule 1166 requires that soils identified as contaminated shall be sprayed with water or another approved vapor suppressant, or covered with sheeting during periods of inactivity of greater than an hour, to prevent contaminated soils from becoming airborne. Under Rule 1166, contaminated soils shall be transported from the project site by a licensed transporter and disposed of at a licensed storage/treatment facility to prevent contaminated soils from becoming airborne or otherwise released into the environment.
• All SMP measures shall be printed on the construction documents, contracts, and Project plans prior to issuance of grading permits.

TRIBAL
MM TCR-1: The San Manuel Band of Mission Indians Cultural Resources Department (SMBMI) shall be contacted, as detailed in CR-1, of any precontact and/or historic-era cultural resources discovered during project implementation and be provided information regarding the nature of the find, so as to provide Tribal input with regards to significance and treatment. Should the find be deemed significant, as defined by CEQA (as amended, 2015), a CRMP shall be created by the archaeologist, in coordination with SMBMI and GBMI-KN, and all subsequent finds shall be subject to this Plan. This Plan shall allow for a monitor to be present that represents SMBMI for the remainder of the project, should SMBMI elect to place a monitor on-site.

Tribe contact. Upon
cultural resource
discovery.

Development of a CRMP.

The find is deemed
significant.

City of San Bernardino
Planning Division
MM TCR-2: Any and all archaeological/cultural documents created as a part of the project (isolate records, site records, survey reports, testing reports, etc.) shall be supplied to the applicant and Lead Agency for dissemination to SMBMI. The Lead Agency and/or applicant shall, in good faith, consult with SMBMI throughout the life of the project.

Submit project cultural
documents to applicant
and City. Following
preparation.

Qualified Professional
Archeologist/ City of San
Bernardino Planning
Division
MM TCR-3: Retain a Native American Monitor Prior to Commencement of Ground-Disturbing Activities
• The project applicant/lead agency shall retain a Native American Monitor from or approved by the Gabrieleño Band of Mission Indians – Kizh Retain a Native American
Monitor. Prior to the
commencement of any
“ground-disturbing
activity”.

City of San Bernardino
Planning Division
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
Nation. The monitor shall be retained prior to the commencement of any “ground-disturbing activity” for the subject project at all project locations (i.e., both on-site and any off-site locations that are included in the project description/definition and/or required in connection with the project, such as public improvement work). “Ground-disturbing activity” shall include, but is not limited to, demolition, pavement removal, potholing, auguring, grubbing, tree removal, boring, grading, excavation, drilling, and trenching.
• A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any grounddisturbing activity, or the issuance of any permit necessary to commence a ground-disturbing activity.
• The monitor will complete daily monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed, locations of ground-disturbing activities, soil types, cultural-related materials, and any other facts, conditions, materials, or discoveries of significance to the GBMI-KN. Monitor logs will identify and describe any discovered TCRs, including but not limited to, Native American cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or “TCR”), as well as any discovered Native American (ancestral) human remains and burial goods. Copies of monitor logs will be provided to the project applicant/lead agency upon written request to the GBMI-KN. • On-site tribal monitoring shall conclude upon the latter of the following (1) written confirmation to the Kizh from a designated point of contact for the project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the project site or in connection with the project are complete; or (2) a determination and written notification by the Kizh to the project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to impact Kizh TCRs. • Upon discovery of any TCRs, all construction activities in the immediate vicinity of the discovery shall cease (i.e., not less than the surrounding 50 feet) and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist. Recover and retention of Packet Pg. 79
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Mitigation Measure Action and Timing
Responsible for
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Verification
Date Completed
and Initials
any discovered TCRs will be conducted in the form and/or manner that the GBMI-KN and SMBMI Tribes deem appropriate.

MM TCR-4: Unanticipated Discovery of Human Remains and Associated Funerary Objects
• Native American human remains are defined in PRC 5097.98 (d)(1) as an inhumation or cremation, and in any state of decomposition or skeletal completeness. Funerary objects, called associated grave goods in Public Resources Code Section 5097.98, are also to be treated according to this statute.
• If Native American human remains and/or grave goods discovered or recognized on the project site, then all construction activities shall immediately cease. Health and Safety Code Section 7050.5 dictates that any discoveries of human skeletal material shall be immediately reported to the County Coroner and all ground-disturbing activities shall immediately halt and shall remain halted until the coroner has determined the nature of the remains. If the coroner recognizes the human remains to be those of a Native American or has reason to believe they are Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission, and Public Resources Code Section 5097.98 shall be followed.
• Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1) and (2). • Construction activities may resume in other parts of the project site at a minimum of 200 feet away from discovered human remains and/or burial goods, if the Kizh Nation or SMBMI determines that resuming construction activities at that distance is acceptable and provides the project manager express consent of that determination (along with any other mitigation measures the Kizh monitor or SMBMI monitor and/or archaeologist deems necessary). (CEQA Guidelines Section 15064.5(f).)
• Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods. Any historic archaeological material that is not Native American in origin (non-TCR) shall be curated at a public, non-profit institution with a research interest in the materials, such as the Natural History Museum of Los Angeles County or the Fowler Museum, if such an institution agrees to accept the material.

If no institution accepts the archaeological material, it shall be offered to a local school or historical society in the area for educational purposes.

Treatment of human
remains and/or
associated funerary
objects. Upon
unanticipated discovery of
human and/or funerary
remains.

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Planning Division
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Responsible for
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Verification
Date Completed
and Initials
• Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance.

TCR-5: Procedures for Burials and Funerary Remains:
• As the Most Likely Descendant (“MLD”), the Koo-nas-gna Burial Policy shall be implemented. To the GBMI-KN, the term “human remains” encompasses more than human bones. In ancient as well as historic times, Tribal Traditions included, but were not limited to, the preparation of the soil for burial, the burial of funerary objects with the deceased, and the ceremonial burning of human remains.
• If the discovery of human remains includes four or more burials, the discovery location shall be treated as a cemetery and a separate treatment plan shall be created.
• The prepared soil and cremation soils are to be treated in the same manner as bone fragments that remain intact. Associated funerary objects are objects that, as part of the death rite or ceremony of a culture, are reasonably believed to have been placed with individual human remains either at the time of death or later; other items made exclusively for burial purposes or to contain human remains can also be considered as associated funerary objects. Cremations will either be removed in bulk or by means as necessary to ensure complete recovery of all sacred materials.
• In the case where discovered human remains cannot be fully documented and recovered on the same day, the remains will be covered with muslin cloth and a steel plate that can be moved by heavy equipment placed over the excavation opening to protect the remains. If this type of steel plate is not available, a 24-hour guard should be posted outside of working hours. The GBMI-KN will make every effort to recommend diverting the project and keeping the remains in situ and protected. If the project cannot be diverted, it may be determined that burials will be removed.
• In the event preservation in place is not possible despite good faith efforts by the project applicant/developer and/or landowner, before grounddisturbing activities may resume on the project site, the landowner shall arrange a designated site location within the footprint of the project for the respectful reburial of the human remains and/or ceremonial objects. • Each occurrence of human remains and associated funerary objects will be stored using opaque cloth bags. All human remains, funerary objects, Burial of human and/or
funerary remains. Upon
unanticipated discovery of
human and/or funerary
remains.

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Planning Division
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
sacred objects and objects of cultural patrimony will be removed to a secure container on site if possible. These items should be retained and reburied within six months of recovery. The site of reburial/repatriation shall be on the project site but at a location agreed upon between the GBMI-KN and the landowner at a site to be protected in perpetuity. There shall be no publicity regarding any cultural materials recovered. • The GBMI-KN will work closely with the project’s qualified archaeologist to ensure that the excavation is treated carefully, ethically and respectfully. If data recovery is approved by the GBMI-KN, documentation shall be prepared and shall include (at a minimum) detailed descriptive notes and sketches. All data recovery data recoveryrelated forms of documentation shall be approved in advance by the GBMI-KN. If any data recovery is performed, once complete, a final report shall be submitted to the GBMI-KN and the NAHC. The GBMI-KN does NOT authorize any scientific study or the utilization of any invasive and/or destructive diagnostics on human remains.

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Plans, Programs, or Policies (PPPs) Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials

AESTHETICS
PPP AES-1: Outdoor Lighting. All outdoor luminaires installed shall be appropriately located and adequately shielded and directed such that no direct light falls outside the parcel of origin, or onto the public right-of-way. In addition, outdoor luminaires shall not blink, flash, or rotate and shall be shown on electrical plans submitted to the Department of Building and Safety for plan check approval and shall comply with the requirements of Municipal Code Section 19.20.030.

Shielding building lighting
fixtures. Construction.

City of San Bernardino
Planning Division

AIR QUALITY
PPP AQ-1: Rule 402. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 402. The Project shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.

Compliance with Rule
402. Construction.

City of San Bernardino
Planning Division
PPP AQ-2: Rule 403. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 403, which includes the following:
• All clearing, grading, earth-moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions.
• The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered, with complete coverage of disturbed areas, at least 3 times daily during dry weather; preferably in the mid-morning, afternoon, and after work is done for the day. • The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less.

Compliance with Rule
403. Construction.

City of San Bernardino
Planning Division
PPP AQ-3: Rule 1113. The Project is required to comply with the provisions of South Coast Air Quality Management District Rule (SCAQMD) Rule 1113. Only Compliance with Rule
1113. Construction.

City of San Bernardino
Planning Division
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“Low-Volatile Organic Compounds” paints (no more than 50 gram/liter of VOC) and/or High Pressure Low Volume (HPLV) applications shall be used.

BIOLOGICAL RESOURCES
PPP BIO-1: Tree Removal Permit. San Bernardino Municipal Code Chapter

15.34 requires that in the event more than five trees are removed within a 36- month period, a tree removal permit must first be issued by the Community Development Department. Unless there is a pre-approved tree replacement plan, each tree that is removed, and is determined to be of significant value by the Community Development Director, shall be replaced with a 36-inch box tree.

Application and approval
of tree removal permit. If
during construction 5 or
more trees are removed
within a 36-month period.

City of San Bernardino
Planning Division

CULTURAL RESOURCES
PPP CUL-1: Human Remains. Should human remains or funerary objects be discovered during project construction, the project would be required to comply with State Health and Safety Code Section 7050.5, which states that no further disturbance may occur in the vicinity of the body (within a 100-foot buffer of the find) until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission, which will determine the identity of and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD must complete the inspection within 48 hours of being granted access to the site.

Stop disturbance activities
within 100-foot buffer
area of identified human
or funerary remains;
contact MLD. Within 48
hours of inadvertent
discovery of identified
human or funerary
remains.

City of San Bernardino
Planning Division; County
Coroner.

WATER QUALITY
PPP WQ-1: Prior to grading permit issuance, the project developer shall have a Stormwater Pollution Prevention Plan (SWPPP) prepared by a QSD (Qualified SWPPP Developer) pursuant to the Municipal Code Chapter 13.54.

The SWPPP shall incorporate all necessary Best Management Practices (BMPs) and other City requirements to comply with the National Pollutant Discharge Elimination System (NPDES) requirements to limit the potential of polluted runoff during construction activities. Project contractors shall be required to ensure compliance with the SWPPP and permit periodic inspection of the Review and approval of
SWPPP. Prior to grading
permit.

City of San Bernardino
Planning Division
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construction site by City of San Bernardino staff or its designee to confirm compliance.

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PROJECT: DCA (ZMA) 21-03

CHANGE THE ZONING DISTRICT CLASSIFICATION FROM
COMMERCIAL GENERAL (CG-1) TO INDUSTRIAL HEAVY
(IH) OF A PARCEL (APN: 0266-041-40) CONTAINING A
TOTAL OF APPROXIMATELY 3.94 ACRES NORTH
EXHIBIT B – DEVELOPMENT CODE AMENDMENT (ZONING MAP AMENDMENT)

PROJECT SITE
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RESOLUTION NO. 2022-188
1 RESOLUTION NO. 2022-188

RESOLUTION OF THE MAYOR AND CITY COUNCIL OF

THE CITY OF SAN BERNARDINO, CALIFORNIA,
APPROVING DEVELOPMENT PERMIT TYPE-D 21-15

ALLOWING THE DEVELOPMENT AND

ESTABLISHMENT OF A TRUCK TERMINAL FACILITY

ON A PROJECT SITE CONTAINING APPROXIMATELY

11.07 ACRES, LOCATED AT 5770 N. INDUSTRIAL
PARKWAY (APN: 0266-041-22 AND 40), PURSUANT TO A
MITIGATED NEGATIVE DECLARATION.

WHEREAS, on August 26, 2021, pursuant to the requirements of Chapter 19.42 (Development Code Amendments), Chapter 19.74 (Zoning Map Amendments), and Chapter 19.44 (Development Permits) of the City of San Bernardino Development Code, an application for Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15 was duly submitted by:

Property Owner: DP Industrial Parkway, LLC
100 Wilshire Boulevard, Suite 250
Santa Monica, CA 90401
Applicant: Dedeaux Properties
100 Wilshire Boulevard, Suite 250
Santa Monica, CA 90401
Property Address: 5770 N. Industrial Parkway
APN(S): 0266-041-22 and 40
Lot Area: 11.07 acres
Zone: Industrial Heavy (IH) and Commercial General (CG-1) WHEREAS, together, Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15 constitute the Truck Terminal Facility Project (“Project”); and
WHEREAS, Development Permit Type-D 21-15 is a request to allow the development and establishment of a truck terminal facility containing approximately 52,160 square feet on a project site containing a total of approximately 11.07 acres; and WHEREAS, the Planning Division of the Community and Economic Development Department of the City of San Bernardino has reviewed Development Code Amendment (Zoning Map Amendment) 21-03, and Development Permit Type-D 21-15 for compliance with the California Government Code, consistency with the City of San Bernardino General Plan and compliance with the City of San Bernardino Development Code; and WHEREAS, pursuant to the California Environmental Quality Act (“CEQA”; Public Resources Code, § 21000 et seq.), Section 21067, and State CEQA Guidelines (California Code Packet Pg. 87
RESOLUTION NO. 2022-XX
2 of Regulations, § 15000 et seq.), Section 15367, the City of San Bernardino is the lead agency for the Project; and
WHEREAS, City staff determined that pursuant to State CEQA Guidelines Section 15070 (Decision to Prepare a Negative or Mitigated Negative Declaration), preparation of a Mitigated Negative Declaration was the appropriate environmental review procedure under CEQA, because all potential significant impacts of the Project can be mitigated to a level of less than significant; and
WHEREAS, a Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and Reporting Program (“MMRP”), attached hereto as Exhibit A, were prepared for the Project; and WHEREAS, on July 12, 2022, the Planning Commission of the City of San Bernardino held a duly-noticed public hearing to consider public testimony and the staff report to Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15, and at which meeting the Planning Commission considered Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15; and WHEREAS, on July 12, 2022, during said duly public hearing, after public testimony and deliberation among the Planning Commissioners, Commissioner Quiel made a motion to adopt Resolution No. 2022-024 recommending the adoption of the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program under the California Environmental Quality Act, and the approval of Development Code Amendment (Zoning Map Amendment) 21-03, and Development Permit Type-D 21-15 to the Mayor and City Council based on the Findings of Fact presented, and Commissioner Sanchez seconded the motion; and WHEREAS, although the motion obtained a majority vote (4-3), the project was moved without recommendation because it did not obtain the five (5) votes required by the San Bernardino Municipal Code. The Planning Commission vote was as follows:

Ayes: Guerrero, Lopez, Sanchez, and Quiel
Noes: Armstead, Flores, and Lewis
Abstain: None

Absent: Morales
WHEREAS, pursuant to Section 2.22.030 (Quorum and Vote Required) of the City of San Bernardino Municipal Code, a recommendation for approval of a General Plan Amendment or an amendment to the Municipal Code shall be by the affirmative vote of not less than a majority (five) of the total membership of the commission; and
WHEREAS, notice of the September 21, 2022 public hearing for the Mayor and City Council's consideration of this proposed Resolution was published in The Sun newspaper on September 10, 2022, and was mailed to the owners and tenants of the properties located within 1,000 feet of the subject property in accordance with Development Code Chapter 19.52 (Hearing and Appeals); and
WHEREAS, no comments made in the public hearing conducted by the Mayor and City Council and no additional information submitted to the City Council, has produced substantial new Packet Pg. 88
RESOLUTION NO. 2022-XX
3 information requiring substantial revisions that trigger recirculation of the MND or additional environmental review under State CEQA Guidelines Section 15073.5 (Recirculating of a Negative Declaration Prior to Adoption); and
WHEREAS, pursuant to the requirements of Chapters 19.52 (Hearing and Appeals), and

19.44 (Development Permits) of the City of San Bernardino Development Code, the Mayor and City Council have the authority to take action on and Development Permit Type-D 21-15.

NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, AS FOLLOWS:

SECTION 1. The above recitals are true and correct and are incorporated herein by this reference.

SECTION 2. Compliance with the California Environmental Quality Act. The Mayor and City Council having independently reviewed and analyzed the record before it, including the adopted Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and written and oral testimony, and having exercised their independent judgment, find that there is no substantial evidence supporting a fair argument that approval of the Project will result in a significant effect on the environment.

SECTION 3. Findings of Fact – Development Permit Type-D 21-15.

Finding No. 1: The proposed development is permitted within the subject zoning district and complies with all applicable provisions of the Development Code, including prescribed site development standards and applicable design guidelines.

Finding of Fact: The proposed truck terminal facility containing approximately 52,160 square feet is a permitted use within the Industrial Heavy (IH) Zoning District, subject to the approval of a Development Permit Type-D with the appropriate Conditions of Approval and Mitigation Measures. With the concurrent approval of Development Code Amendment (Zoning Map Amendment) 21-03, the proposal under Development Permit Type-D 21-15 will be developed in compliance with all of the applicable provisions of the City of San Bernardino Development Code, including development standards and applicable design guidelines. Therefore, the proposed development would not impair the integrity and character of the subject land use district.

Finding No. 2: The proposed use is consistent with the General Plan.

Finding of Fact: With the concurrent approval of Development Code Amendment (Zoning Map Amendment) 21-03, the proposed project is consistent with General Plan goals and policies including the following:

General Plan Land Use Element Policy 2.2.1: Ensure
compatibility between land uses and quality design through Packet Pg. 89
RESOLUTION NO. 2022-XX
4 adherence to standards and regulations in the Development Code and policies and guidelines in the Community Design Element.

General Plan Land Use Element Goal 2.4: Enhance the
quality of life and economic vitality in San Bernardino by strategic in-fill of new development and revitalization of existing development.

General Plan Land Use Element Policy 2.5.4: Require that all new structures achieve a high level of architectural design and provide a careful attention to detail.

General Plan Community Design Element 5.4: Ensure
individual projects are well designed and maintained.

General Plan Community Design Element Goal 5.7:

Develop attractive and safe commercial, office, and
industrial projects that are creatively designed and
intelligently sited.

The proposed project implements the above General Plan goals and policies in that the proposed development includes a truck terminal facility that has been designed with quality architectural treatments and a varied roof line that provide additional architectural interest. Development of the site will be done in a manner that will enhance the physical and visual qualities of the subject property with significant landscaping, thereby enhancing the aesthetics of the surrounding industrial neighborhood. Through this proposal the existing property will be transformed from an underutilized property into a development that meets the City’s economic development goals, while satisfying the Development Code requirements, and will be adequately regulated through the Conditions of Approval and Mitigation Measures in order to minimize potential impacts. Additionally, the proposed project is permitted within the Industrial Heavy (IH) zone, subject to the approval of a Development Permit with the appropriate Conditions of Approval and CEQA determination.

Finding No. 3: The proposed development is harmonious and compatible with existing and future developments within the land use district and general area, as well as the land uses presently on the subject property.

Finding of Fact: The proposed development of the truck terminal facility will be harmonious and compatible with existing and future industrial developments within the surrounding area. The surrounding area consists of a mixture of industrial, transportation and warehouse uses. Appropriate Conditions of Approval and Mitigation Measures have been imposed on the proposed development to ensure that the surrounding area will not be negatively impacted by the development of the proposed project. The scale and density of the proposed Packet Pg. 90
RESOLUTION NO. 2022-XX
5 development conforms to the development standards of the Industrial Heavy (IH) zone. With the concurrent approval of Development Code Amendment (Zoning Map Amendment) 21-03, the proposal is consistent with both the General Plan and Development Code, thus no land use conflict is expected to result from construction of the proposed project.

Finding No. 4: The proposed development is in compliance with the requirements of the California Environmental Quality Act (CEQA) and §19.20.030 of the Development Code.

Finding of Fact: In accordance with the California Environmental Quality Act (CEQA), an Initial Study/Mitigated Negative Declaration was prepared in connection with Development Code Amendment (Zoning Map Amendment) 21-03, and Development Permit Type-D 21-15 with the appropriate Mitigation Monitoring and Reporting Program that would ensure that Mitigation Measures are implemented to prevent potential environmental impacts.

Therefore, the proposed project is in compliance with the requirements of CEQA and Section 19.20.030(6) of the San Bernardino Development Code.

Finding No. 5: There will be no potentially significant negative impacts upon environmental quality and natural resources that could not be properly mitigated and monitored.

Finding of Fact: In accordance with Section 15063 (Initial Study) of the California Environmental Quality Act (CEQA), the applicant submitted and the Planning Division accepted an Initial Study/Mitigated Negative Declaration prepared in connection with Development Code Amendment (Zoning Map Amendment) 21-03 and Development Permit Type-D 21-15 with the appropriate Mitigation Monitoring and Reporting Program that would ensure that Mitigation Measures are implemented to prevent potential environmental impacts. Additionally, the proposed Project will be subject to Conditions of Approval as part of the development of the site. The project site is located within an urbanized area and is surrounded by existing industrial developments. Therefore, no significant negative impacts on natural resources and the environment are anticipated to result from the proposed development.

Finding No. 6: The subject site is physically suitable for the type and density/intensity of use being proposed.

Finding of Fact: With the concurrent approval of Development Code Amendment (Zoning Map Amendment) 21-03, the proposed truck terminal facility containing approximately 52,160 square feet is a permitted use within the Industrial Heavy (IH) Zoning District Classification, subject to the approval of a Development Permit Type-D with the appropriate Conditions of Approval and Mitigation Measures. The site is physically suitable for the type and density/intensity of the project being proposed as evidenced by project compliance with the applicable Development Code Standards. The Packet Pg. 91
RESOLUTION NO. 2022-XX
6 proposed building meets all parking, setback and height requirements. The size of the project site is adequate to accommodate the proposed improvements, in compliance with the requirements of the Development Code.

Finding No. 7: There are adequate provisions for public access, water, sanitation, and public utilities and services to ensure that the proposed use would not be detrimental to public health and safety.

Finding of Fact: There are adequate provisions for public access, public utilities, and public services for the proposed building. The existing site is located adjacent to and already served by existing public streets and a full range of public utilities and services. All applicable Codes will apply to the proposed development. Therefore, subject to the Conditions of Approval and Mitigation Measures, the proposed development under Development Permit Type-D 21-15 will not be detrimental to public services or public health and safety.

Finding No. 8: The location, size, design, and operating characteristics of the proposed use are compatible with the existing and future land uses within the general area in which the proposed use is to be located and will not create significant noise, traffic or other conditions or situations that may be objectionable or detrimental to other permitted uses in the vicinity or adverse to the public interest, health, safety, convenience, or welfare of the City.

Finding of Fact: With the concurrent approval of Development Code Amendment (Zoning Map Amendment) 21-03, the location, size, design and operating characteristics of the proposed development of the truck terminal facility building conforms to all applicable development standards and land use regulations of the proposed Industrial Heavy (IH) zone. Access to the subject site will be from N. Industrial Parkway with one (1) primary ingress/egress driveway and a secondary emergency vehicle driveway. Onsite vehicular circulation has been adequately accommodated to access the subject site through N. Industrial Parkway. Emergency and trash/refuse services will be able to adequately access and circulate through the subject site through N. Industrial Parkway. The project site is located within an urbanized area and is surrounded by existing industrial developments.

Therefore, the design of the project, in conjunction with the recommended Conditions of Approval and Mitigation Measures, will ensure that the proposal will not create significant noise, traffic, or other conditions or situations that may be objectionable or detrimental to other permitted uses in the vicinity of the site, nor will it be adverse to the public interest, health, safety, convenience or welfare of the City. The location, size, design and character of the proposed development will enhance the neighborhood to the benefit of the public interest and general welfare of the City.

Packet Pg. 92
RESOLUTION NO. 2022-XX
7 SECTION 4. – Conditions of Approval. Development Permit Type-D 21-15, are hereby approved, subject to the following Conditions of Approval:

1. This approval is, in conjunction with Development Code Amendment (Zoning Map Amendment) 21-03, to allow the development and establishment of a truck terminal facility containing approximately 52,160 square feet on a parcel containing a total of approximately

11.07 acres. The project site is located at 5770 N. Industrial Parkway, San Bernardino, CA 92407 (APN: 0266-041-22 and -40) within the Industrial Heavy (IH) zone.

2. The project shall be subject to all of the mitigation measures contained within the Mitigation Monitoring and Reporting Program (EXHIBIT “A”), dated September 21, 2022 and incorporated herein by reference, as Conditions of Approval.

3. The project site shall be developed and maintained in accordance with the plans stamped September 21, 2022 (EXHIBIT “B”), approved by the City, which includes a site plan, fire department access and truck maneuvering plan, wall sections and site sections, fence and screen wall plan/elevations, floor plan, roof plan, exterior-elevation plans, renderings, and conceptual-landscaping plan on file in the Planning Division; the Conditions of Approval contained herein; and, the City’s Municipal Code regulations.

4. Within two (2) years of the approval of the Development Permit, the commencement of construction shall have occurred or the permit/approval shall become null and void. In addition, if at any time after the commencement of construction, work is discontinued for a period of one (1) year, then the permit/approval shall become null and void. However, approval of the Development Permit does not authorize the commencement of construction. All necessary permits must be obtained prior to the commencement of specified construction activities included in the Conditions of Approval.

EXPIRATION DATE: September 21, 2024

5. The review authority may grant a time extension, for good cause, not to exceed twelve (12) months. The applicant must file an application, the processing fees, and all required submittal items thirty (30) days prior to the expiration date. The review authority shall ensure that the project complies with all Development Code provisions in effect at the time of the requested extension.

6. In the event this approval is legally challenged, the City will promptly notify the applicant of any claim, action or proceeding and will cooperate fully in the defense of this matter. Once notified, the applicant agrees to defend, indemnify and hold harmless the City of San Bernardino (City), any departments, agencies, divisions, boards or commission of the City as well as predecessors, successors, assigns, agents, directors, elected officials, officers, employees, representatives and attorneys of the City from any claim, action or proceeding against any of the foregoing persons or entities.

The applicant further agrees to reimburse the City for any costs and attorneys’ fees, which the City may be required by a court to pay as a result of such action, but such participation shall not relieve applicant of his or her obligation under this condition. The costs, salaries, and Packet Pg. 93
RESOLUTION NO. 2022-XX
8 expenses of the City Attorney and employees of his office shall be considered as “Attorney’s fees” for the purpose of this condition. As part of the consideration for issuing this Development Permit, this condition shall remain in effect if the Development Permit is rescinded or revoked, whether or not at the request of applicant.

Planning Division

7. Construction-related activities may not occur between the hours of 8:00 pm and 7:00 am. No construction vehicles, equipment, or employees may be delivered to, or arrive at, the construction site before 7:00 am or leave the site after 8:00 pm.

8. If the colors of the buildings or other exterior finish materials are to be modified beyond the current proposal and improvement requirements, the revised color scheme and/or finish materials shall be reviewed and approved by the Planning Division prior to the commencement of work.

9. The project landscape plans shall be in substantial compliance with the Conceptual Landscape plan and prepared in accordance with the Development Code, section 19.28.120 (Water Efficient Landscaping Standards).

10. The applicant/owner shall maintain all landscaping within the subject property including the parking lot and setback areas in a weed and disease-free condition at all times and any dead or missing vegetation must be promptly replaced.

11. Maintenance of approved landscaping shall consist of regular watering, mowing, pruning, fertilizing, clearing of debris and weeds, the removal and replacement of dead plants, and the repair and replacement of irrigation systems and integrated architectural features.

12. Minor modifications to the plans shall be subject to approval by the Director through the Minor Modification Permit process. Any modification that exceeds 10% of the allowable measurable design/site considerations shall require the re-filing of the original application.

13. The project shall comply with all applicable requirements of the Building and Safety Division, Police Department, Municipal Water Department, Public Works Department, and the City Clerk’s Office/Business Registration Division.

14. This approval shall comply with the requirements of other outside agencies (i.e., San Bernardino County Health Department, Division of Environmental Health Services, San Bernardino County Consolidated Fire District, and California Board of Equalization), as applicable.

15. The facility operator and property owner shall be responsible for regular maintenance of the project site. The site shall be maintained in a clean condition and free of litter or any other undesirable material(s). Vandalism, graffiti, trash, and other debris shall be removed and cleaned up within twenty-four (24) hours of being reported.

16. Signs are not approved as part of this permit. Prior to establishing any new signs, or to replacing existing signs, the applicant shall submit an application and receive approval for a Sign Permit Packet Pg. 94
RESOLUTION NO. 2022-XX
9 from the Planning Division. Banners, flags, pennants, and similar signs are prohibited unless a Temporary Sign Permit is obtained.

17. All exterior lighting shall be contained within property lines and be energy efficient, with the option to lower or reduce usage when the facility is closed. All exterior lighting shall be properly shielded or recessed so that direct glare and reflections are contained within the boundaries of the parcel and shall be directed downward and away from all adjacent properties and public rights-of-way.

18. Submittal requirements for permit applications (site improvements, landscaping, etc.) to Building Plan Check and/or Land Development must include all Conditions of Approval issued with this approval, printed on the plan sheets.

19. All new fences and walls require approval of a Fence and Wall Permit by the Planning Division.

20. A screen that is opaque from the ground to the height of at least six feet, with intermittent visual obstructions from the opaque portion to a height of at least 20 feet shall be provided within the landscaped areas along the east property line adjacent to N. Industrial Parkway. The opaque screen is intended to exclude all visual contact between uses and to create a strong impression of special separation. The opaque screen may be composed of a wall, and densely planted vegetation. Compliance of planted vegetative screens will be judged on the basis of the average mature height and density of foliage of the subject species, or field observation of existing vegetation. The opaque portion of the screen must be opaque in all seasons of the year.

At maturity, the portion of intermittent visual obstructions should not contain any completely unobstructed openings more than 10 feet wide.” Said dense landscaping shall be provided within the required ten (10) foot landscaping planter areas located along the east property line adjacent to N. Industrial Parkway to shield the truck terminal facility, loading dock doors, trailer and vehicle parking lot areas from the adjacent industrial properties and public right-ofway areas. A detailed Landscape plan shall be submitted for review and approval by the Planning Division prior to issuance of any grading or building permits.

21. No root invasive landscaping including trees shall be planted within ten (10) feet of any underground utility lines (i.e. water, gas, cable and t.v.) throughout the subject property and easement areas.

22. All the required plants, shrubs and appropriate ground covers shall be a minimum 5-gallon size. Additionally, a variety of 36-inch box up to 48-inch box size specimen trees shall be planted within all landscaped areas per Section 19.28.030.

23. All electrical transformers and mechanical equipment located outdoors on the subject property, shall be screened from public view with a solid decorative block wall/fencing or dense landscaping and shall not be located in any setback area.

24. All conditions of the Public Works Department shall be met to the satisfaction of the City Engineer.

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RESOLUTION NO. 2022-XX
10 25. All Conditions of Approval, Mitigation Measures, and Standard Requirements shall be implemented and/or completed prior to final inspection and/or issuance of a Certificate of Occupancy.

26. All new construction shall require permits prior to commencement.

27. No Final Certificate of Occupancy will be issued until all Conditions of Approval have been completed.

28. All conditions of the Public Works Department shall be met to the satisfaction of the City Engineer.

29. The applicant/property owner must sign and have notarized an affidavit acknowledging acceptance of the conditions of approval and return it to the Planning Division within thirty (30) days of the effective date of this approval.

Public Works Department

30. Drainage and Flood Control
a) A local drainage study will be required for the project. Any drainage improvements, structures or storm drains needed to mitigate downstream impacts or protect the development shall be designed and constructed at the developer's expense, and right-ofway dedicated as necessary. A drainage study including provisions for the existing drainage ditch running north to south along the westerly side of the property shall provide a conceptual design at the time of the planning submittals. b) All drainage from the development shall be directed to an approved public drainage facility. If not feasible, proper drainage facilities and easements shall be provided to the satisfaction of the City Engineer.
c) If site drainage is to be outletted into the public street, the drainage shall be conveyed through a parkway culvert constructed in accordance with City Standard No. 400.

Conveyance of site drainage over the Driveway approaches will not be permitted. d) An approved Preliminary Full-Categorical Water Quality Management Plan (WQMP) shall be required for the project entitlement. Please submit at the time of Planning submittal. The applicant is directed to the County of San Bernardino’s Flood Control web page for the template and Technical Guidance Document.
e) A Final Full-Categorical Water Quality Management Plan (WQMP) is required for this project. The applicant is directed to the County of San Bernardino’s Flood Control web page for the template and Technical Guidance Document. The Land Development Division, prior to issuance of any permit, shall approve the WQMP. A CD copy of the approved WQMP is required prior to grading permit issuance. f) A Storm Water Pollution Prevention Plan (SWPPP) will be required. The applicant is directed to State Water Resources Control Board (SWRCB) SMART Login system. The SWPPP shall be approved by the State and a CD copy of the approved SWPPP shall be submitted to City prior to grading permit issuance.

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RESOLUTION NO. 2022-XX
11 g) A "Notice of Intent (NOI)" shall be filed with the State Water Resources Control Board for construction disturbing 1 acre or more of land (including the project area, construction yards, storage areas, etc.). A WDID number issued by the State of California is required prior to the issuance of grading permit.
h) The Land Development Division, prior to grading plan approval, shall approve an Erosion Control Plan. The plan shall be designed to control erosion due to water and wind, including blowing dust, during all phases of construction, including graded areas which are not proposed to be immediately built upon.

31. Grading and Landscaping
a) The grading and on-site improvement plan shall be signed by a Registered Civil Engineer and a grading permit will be required. The grading plan shall be prepared in strict accordance with the City's "Grading Policies and Procedures" and the City's "Standard Drawings", unless otherwise approved by the Building Official. b) If the grading plan indicates export or import, the source of the import material or the site for the deposition of the export shall be noted on the grading plan. Permit numbers shall be noted if the source or destination is in the City of San Bernardino. c) If more than 50 cubic yards of earth is to be hauled on City Streets then a special hauling permit shall be obtained from the City Engineer. Additional conditions, such as truck route approval, traffic controls, bonding, covering of loads, street cleaning, etc. may be required by the City Engineer.
d) Wheel stops are not permitted by the Development Code, except at designated accessible parking spaces. Therefore, continuous 6” high curb shall be used around planter areas and areas where head in parking is adjacent to walkways. The parking spaces may be 16.5’ deep and may overhang the landscaping or walkway by 2.5’. Overhang into the setback area or into an ADA path of travel (minimum 4’ wide) is not permitted. e) The refuse enclosure(s) shall be constructed in accordance with City Standard Drawing No. 508 with an accessible path of travel. The minimum size of the refuse enclosure shall be 8 feet x 15 feet. Where a refuse enclosure is proposed to be constructed adjacent to spaces for parking passenger vehicles, a 3’ wide by 6 “ high concrete planter shall be provided to separate the enclosure from the adjacent parking. The placement of the enclosure and design of the planter shall preclude the enclosure doors from opening into drive aisles or impacting against adjacent parked cars. f) Retaining walls, block walls and all on-site fencing shall be designed and detailed on the on-site improvement Plan. This work shall be part of the on-site improvement permit issued by the Building Official. All masonry walls shall be constructed of decorative block with architectural features acceptable to the City Planner. g) The on-site improvement plan shall include details of on-site lighting, including light location, type of poles and fixtures, foundation design with structural calculations, conduit location, material and size, and Photometric plot shall be provided which show that the proposed on-site lighting design will provide:
• 1 foot-candle of illumination uniformly distributed over the surface of the parking lot during hours of operation, and
• 0.25 foot-candles security lighting during all other hours.

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RESOLUTION NO. 2022-XX
12 h) The design of on-site improvements shall also comply with all requirements of The California Building Code, Title 24, relating to accessible parking and accessibility, including retrofitting of existing building access points for accessibility, if applicable. i) An accessible path of travel shall be provided from the public way to the building entrance.

All pathways shall be paved and shall provide a minimum clear width of 4 feet. All accessible parking spaces shall be a minimum of 18 feet by 9 feet net. j) All parking areas shall be constructed of PCC concrete pavement. k) A Lot Merger is required for this project. The Lot Merger shall be recorded prior to Building Permit issuance. The applicant is directed to the City’s web page at www.sbcity.org– Departments – Public Works – Submittal Requirements for submittal requirements.
l) The applicant must post a grading bond prior to issuance of a grading permit. The amount of the bond is to be determined by the Land Development Division. m) Prior to occupancy of any building, the developer shall post a bond to guarantee the maintenance and survival of project landscaping for a period of one year. n) The project Landscape Plan shall be reviewed and approved by the Land Development Division prior to issuance of a grading permit. Submit 3 copies to the Land Development Division for Checking.
o) The public right-of-way, between the property line and top of curb (also known as “parkway”) along adjoining streets shall be landscaped by the developer and maintained in perpetuity by the property owner. Details of the parkway landscaping shall be included in the project’s on-site landscape plan.

32. On-Site Utilities
a) Design and construct all public utilities to serve the site in accordance with City Code, City Standards and requirements of the serving utility, including gas, electric, telephone, water, sewer and cable TV (Cable TV optional for commercial, industrial, or institutional uses). b) The project site shall be provided with separate water and sewer facilities so the City or the agency providing such services in the area can serve it. c) Backflow preventers shall be installed for any building with the finished floor elevation below the rim elevation of the nearest upstream manhole. d) On-site Utility services shall be placed underground and easements provided as required. e) Existing on-site Utilities which interfere with new construction shall be relocated at the Developer's expense as directed by the City Engineer, except overhead lines, if required by provisions of the Development Code to be undergrounded.

33. Offsite Street Improvement and Dedications
a) For the streets listed below, dedication of adequate street right-of-way (R.W.) per the General Plan and Municipal Code shall provide the distance from street centerline to property line and placement of the curb line (C.L.) in relation to the street centerline shall be as follows:

Packet Pg. 98
RESOLUTION NO. 2022-XX
13 Street Name
Dedication shall be Right
of Way (ft.) From
Centerline
Curb Widening shall be
Curb Line (ft) From
Centerline
Industrial Parkway
(266-041-22, 266-041-40)
40’ Existing Private
Existing to remain
“Secondary Arterial”
32’ Existing
None-Proposed
Per General Plan
Permanent Encroachment
Required
(old Industrial Parkway)
Old Palm Avenue
(266-041-22, 266-041-40)
20’ Existing ROW
25’ Existing St Easement
Existing to remain
“Secondary Arterial”
28’ Existing
Removal of road and all
improvements
Permanent Encroachment
Required
b) Industrial Parkway – TI =8.5: *-**
i) The street shall be rehabilitated to meet the requirements detailed in a soils report based on the “R” value of the subgrade and the traffic Index. The City’s has a minimum of 2” Grind and Overlay; However, the Soils Report may indicate a thicker or different improvement.
ii) Both sides of Industrial Parkway shall be paved as indicated above, do to truck routing on this street.
iii) When Striping, all striping shall be thermoplastic paint per section 84 of the Caltrans specifications.
iv) The existing curb & gutter, sidewalk, and driveway fronting the site are in good condition, if any curb & gutter panels, sidewalk panels, and driveways are lifted, cracked, or do not meet current ADA requirements, each of the panels shall be replaced per city standards.
v) If a Radius type Driveway Approach is proposed in lieu of the standard drive approach, then a truck turning curb radius shall be 35’. An accessible bypass crossing the approach shall be provided to comply with current ADA standard, thickness and reinforcement shall be determined by R value and TI, or Construct Commercial Driveway Approach per City Standard No. 204, Type II, including an accessible by-pass around the top of the drive approach. Minimum Width is 26’. No Driveways closer than 100’ from BCR/ECR as directed by the City Engineer. vi) Driveways in Commercial, Industrial, or multi-Family units, no gates shall be placed closer or impede 40’ from back of sidewalk, as directed by the Traffic Engineer. vii) When Replacing/Reconstructing Curb and Gutter panels, Construct 8" Curb and Gutter per City Standard No. 200, type “B”.

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RESOLUTION NO. 2022-XX
14 viii) When Replacing or reconstructing Sidewalk panels, Construct Sidewalk per City Standard No. 202; Case "A" (6’ wide adjacent to curb).
ix) Existing Street Light System shall be replaced to LED (Head-Bulb) in accordance with City Standard Nos. SL-1, SL-2, and SL-3. Also, a separate light sheet may be submitted in accordance with the City of San Bernardino Street Lighting Design Policies. Install ID Plate on Street light pole. As directed by the City Engineer. x) Appropriate Permits from Railroad, and any others shall be required when adjacent, over, or under any of these Municipalities.
xi) When Replacing/Reconstructing or Constructing sidewalk, install 2-3” Conduit 36” under the sidewalk with pull rope and pull boxes for future Traffic connections. xii) No Parking will be allowed on Industrial Parkway, install signs per city standards. xiii) Survey Monuments and ties shall be placed, replaced, tied out and recorded at any corner or alignment changes that are adjacent to the project area in accordance with California Land Surveyors Association – Monument Preservation Guidelines, Copies of Recorded Monuments/Ties shall be delivered to Public Works/Engineering.
xiv) Permanent Encroachment shall be required for any items in the City Rights of Way (old Industrial Parkway).

New Palm Avenue – TI =8.5: *-**
xv) The street shall be rehabilitated to meet the requirements detailed in a soils report based on the “R” value of the subgrade and the traffic index. The City’s has a minimum of 2” Grind and Overlay; However, the Soils Report may indicate a thicker or different improvement.
xvi) When Striping, all striping shall be thermoplastic paint per section 84 of the Caltrans specifications.
xvii) The existing curb & gutter, sidewalk, and driveway fronting the site are in good condition, if any curb & gutter panels, sidewalk panels, and driveways are lifted, cracked, or do not meet current ADA requirements, each of the panels shall be replaced per city standards.
xviii) When Replacing/Reconstructing Curb and Gutter panels, Construct 8” Curb and Gutter per City Standard No. 200, type “B”.
xix) When Replacing or reconstructing Sidewalk panels, Construct Sidewalk per City Standard No. 202; Case “A” (6’ wide adjacent to curb).
xx) Caltrans review and comments shall be implemented into these conditions, as directed by the City Engineer.
xxi) Existing Street Light System shall be replaced to LED (Head-Bulb) in accordance with City Standard Nos. SL-1, SL-2, and SL-3. Also, a separate light sheet may be submitted in accordance with the City of San Bernardino Street Lighting Design Policies. Install ID Plate on Street light pole. As directed by the City Engineer. xxii) Install type II Bike Lane per “Manual Uniform Traffic Control Devices – California”, as directed by the City Traffic Engineer.

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RESOLUTION NO. 2022-XX
15 xxiii) Appropriate Permits from Railroad, and any others shall be required when adjacent, over, or under any of these Municipalities.
xxiv) When Replacing/Reconstructing or Constructing sidewalk, install 2-3” Conduit 36” under the sidewalk with pull rope and pull boxes for future Traffic connections. xxv) No Parking will be allowed on Palm Avenue, install signs per city standards. xxvi) Survey Monuments and ties shall be placed, replaced, tied out and recorded at any corner or alignment changes that are adjacent to the project area in accordance with California Land Surveyors Association – Monument Preservation Guidelines, Copies of Recorded Monuments/Ties shall be delivered to Public Works/Engineering.
xxvii) Non-Vehicular Access.

Old Palm Avenue – TI=8.5: *-**
xxviii) The street improvements shall be removed.
xxix) The streetlights shall be removed and delivered to the city yards. xxx) Permanent Encroachment shall be required for any items in the city Rights of Way. * These Conditions are set for an estimated construction with-in two years. If construction exceeds two years from DERC Approval these conditions shall be reviewed and updated as needed.
** If a Scoping Form is required, this form shall indicate the need of a Traffic Report, the results of the traffic report shall become conditions of this project which may increase or extend the above requirements in section 1(b) and 5(a). c) With Submittal of improvement plans including but not limited to grading plans, Street improvement plans, storm drain and retention/detention basin plans, and erosion/sediment control plans, The Applicant shall cause to be formed, or shall be annexed into an existing, Community Facilities District(s) (CFD) (2018-1 Service & 2018-1 Safety) for landscaping, lighting, streets, drainage facilities, street sweeping, graffiti removal, or other infrastructure, and safety as required by the City to the satisfaction of the City Engineer.

The Applicant shall initiate the maintenance and benefit assessment district(s) formation, or annexation, by submitting a landowner petition and consent form (provided by the City) and deposited necessary fees concurrent with the application for street and grading plan review and approval; and said maintenance and benefit assessment district(s) shall be established concurrent with the approval of the final map in the case of the subdivision of land, or prior issuance of any certificate of occupancy where there is no subdivision of land, and as approved by the City Engineer.
d) If a drainage report is required by Land Development, A second copy of the drainage report will be delivered to public works, if offsite or overflow storm drain systems are identified, all systems shall be identified on the street improvement plans, and public storm drain shall be on a separate set of plans.

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RESOLUTION NO. 2022-XX
16 e) A temporary construction encroachment permit from Public Works Department shall be required for utility cuts into existing streets or any work within City’s right-of-way.

Pavement restoration or trench repair shall be in conformance with City Standard No. 310.

Public facilities shall be restored or constructed back to Public Works Department satisfaction.
f) Any pavement works affecting the traffic loop detectors shall be coordinated and subjected to Public Works Traffic Division requirements.
g) The applicant must post a performance bond prior to issuance of the off-site permit. The amount of the bond is to be determined by Public Works Department. h) The above conditions shall comply with current codes, policies, and standards at time of construction.
i) Prior to Certificate of Occupancy or Completion of Project all As-builts and Centerline Ties shall be submitted to Public Works.
j) The Street Improvements and Dedications hereinabove may be amended subject to the approval of the City Engineer.

34. Required Engineering Plans
a) A complete submittal for plan checking shall consist of:
▪ street improvement plans (include engineering conditions, city standards, and cross sections in these plans),
▪ if storm drain plans are required then public storm drains must be included on separate sheets with profiles in the street improvement plans, private storm drains shall be shown separate sheets with profiles in the on-site improvement plans, ▪ if traffic signal modifications are required, then traffic signal plans shall be submitted on separate plan sheets included in the street improvement plans, ▪ if signing and striping are required, then the signing and striping plan shall be on separate sheets included in the street improvement plans, ▪ if lighting is required (more than 2) then the lighting for offsite plans shall be on separate sheets included in the street improvement plans, if two (2) or less then they can be included directly on the street improvement sheets, ▪ CFD’s are required, the CFD Plans shall include Landscaping, Irrigation, Basins, etc. items that are included in the CFD that are not listed in the plans above, shall be on separate sheets included in the street improvement plans. ▪ Other plans as required. Piecemeal submittal of various types of plans for the same project will not be allowed.
▪ All required supporting calculations, studies and reports must be included in the initial submittal (including but not limited to drainage studies, soils reports, structural calculations).
b) All off-site improvement plans submitted for plan check shall be prepared on the City’s standard 24” x 36” sheets. A signature block (city standard block) satisfactory to the City Engineer or his designee can be found on the City Web Site http://www.sbcity.org. or http://www.ci.sanbernardino.ca.us/cityhall/publicworks/engineering_division/engineering_development_re Packet Pg. 102
RESOLUTION NO. 2022-XX
17 sources/default.asp. Engineering conditions of the project shall be inserted in the last pages of the plans.
c) After completion of plan checking, final mylar drawings with city standard block, stamped and signed by the Registered Civil Engineer in charge, shall be submitted to the City Engineer for approval.
d) Electronic files of all improvement plans/drawings shall be submitted to the City Engineer.

The files shall be compatible with AutoCAD 2021 and include a .dxf file of the project.

Files shall be on CD and shall be submitted at the same time the final mylar drawings are submitted for approval.
e) Copies of the City’s design policies and procedures and standard drawings are available at the Public Works Counter for the cost of reproduction. They are also available at no charge at the Public Works Web Site at http://www.sbcity.org or http://www.ci.sanbernardino.ca.us/cityhall/publicworks/engineering_division/design_policy_and_procedur e_documents.asp.

35. Traffic Requirements
a) All Traffic mitigation measures shall be implemented according to the recommendations of the City Traffic Engineer prior to Street Improvement plan approval. b) All Public Works offsite Mitigation Monitoring and Reporting Program items shall be shown with the Conditions of Approval on the last pages of Public Works Offsite Plans. c) The applicant submitted a scope of study form for the LOS and a Vehicle Miles Traveled (VMT) assessment which required a Traffic Impact Analysis (TIA) submittal. The TIA was approved, and the conditions of approvals were sent to the planner for further consideration.
d) All roadway design, traffic signing and striping, traffic signal, street lighting, and traffic control improvements relating to the proposed project should be constructed in accordance with applicable engineering standards and to the satisfaction of the City of San Bernardino Traffic Engineering Division.
e) In conjunction with standard City of San Bernardino development review procedures, on‐site traffic signing, and striping plans should be prepared in accordance with applicable State and Federal standards.
f) The final grading, landscaping, and street improvement plans should demonstrate that sight distance standards are met in accordance with applicable City of San Bernardino /California Department of Transportation sight distance standards. g) Pay fair share of 4.01% towards the recommended improvements (traffic signal installation) at the intersection of Industrial Parkway/Palm Avenue. h) Pay fair share of 7.14% towards the recommended improvements (Adding dedicated Northbound Left-turn pocket on the off-ramp, restripe the Northbound Left-through-right turn to Northbound Through-right turn. Modifying signal phasing to split phase in the EastWest signal phase, and add a Northbound left turn and southbound protected Left-turn phase) at the intersection of Kendall Drive/Palm Avenue. i) Payment of applicable of local and regional development impact fees shall be paid to the City of San Bernardino.

36. Integrated Solid Waste Management
a) During demolition and/or construction, services are to be provided through the City of San Packet Pg. 103
RESOLUTION NO. 2022-XX
18 Bernardino’s franchised hauler Burrtec Waste Industries, Inc. b) The Site Plan dated 03/11/22, identifies the development and establishment of a truck terminal facility located at 5770 N. Industrial Parkway. c) Burrtec Waste’s review of the Site Plan dated 03/11/22, identifies a single refuse enclosure located immediately southeast of the office. It is accessed by a 50 foot wide driveway.

Sheet A1.3 illustrates truck turning movements within the facility. Refuse enclosure dimensions are not provided, but it is depicted as holding four containers. Based upon the information provided, the project meets or exceeds Burrtec Waste’s minimum requirements for refuse enclosure location and accessibility. d) Provide one refuse enclosure per each potential tenant. e) Display refuse enclosure interior dimensions on the Site Plan. f) Construct City Standard Plan 508 Refuse Enclosures and meet or exceed the minimum 8’- 0”x 15’-0” clear interior dimensions required for the container storage area, unless potential tenant(s) are involved in the production, manufacture, distribution, or sale of food products. g) If a potential tenant is involved in the production, manufacture, distribution, or sale of food products, participation in a food waste recycling program is required per Assembly Bill 1826. This will require additional space within refuse enclosures for food waste containers.

Therefore, modify (enlarge) City Standard Plan 508 8’x15’ Refuse Enclosure to accommodate the following:

Trash – one 4 cubic yard container
Recycling – one 4 cubic yard container
Food Waste – one 2 cubic yard container
h) Modified refuse enclosures shall be reviewed and approved by the Public Works Department, the Building and Safety Division, and Burrtec Waste. Food waste generators with low volume yields may contact the Public Works Department to inquire about the use of 65-gallo food waste barrels.
i) As specific tenant(s) have not been identified, consideration should also be given to future tenant(s) waste and recycling needs. These may include trash compactors, cardboard balers, and roll-off boxes.
j) Contact the Building & Safety Division to determine ADA accessibility requirements.

Modifications made to refuse enclosures to meet ADA accessibility requirements shall not decrease the minimum clear interior dimensions needed for the container storage area. k) Refuse enclosures within five (5) feet of combustible construction shall install an automatic fire sprinkler as approved by the Building & Safety Division and the San Bernardino County Fire Department. (See City Standard Plan 508).
l) Display clear drive aisle widths on the Site Plan.
m) Burrtec Waste Truck Turning Radius – All corners and intersections on streets and driveways leading to refuse enclosures shall have a turning radius adequate for a 35-foot long, three-axle collection truck. The minimum inside curb radius shall be at least 28 feet.

The minimum outside curb radius shall be at least 42 feet. All streets and driveways shall comply with applicable City standards. Burrtec Waste’s truck turning template may be obtained from the Public Works Department in PDF and CAD. n) Vertical and Horizontal Clearances – The minimum vertical clearance for collection trucks along the entire route to the refuse enclosure is fifteen (15) feet. The minimum vertical clearance in front of the refuse enclosure where the truck will empty the container shall be Packet Pg. 104
RESOLUTION NO. 2022-XX
19 twenty-six (26) feet. The clear height shall be free of building overhangs, trees, and utility lines. The minimum horizontal clearance along the entire route to an enclosure is 12 feet. o) Refuse enclosure roofs shall be a minimum of eight (8) feet high interior at its lowest point, with minimal front protrusions that can be damaged during container servicing, and must extend over any open side or the rear of the refuse enclosure by at least six (6) inches or as approved by the City.
p) Hammerhead Turnarounds – Shall meet or exceed San Bernardino County Fire Protection District Diagram A-1.12: Hammerhead Turnaround Detail dated July 1, 2021. San Bernardino County Hammerhead detail may be obtained from the Public Works Department.
q) PLEASE NOTE: Any changes to the overall project design, enclosure specifications, location, or access may adversely impact Burrtec Waste’s ability to provide service. Any design modifications that could impact Burrtec Waste’s service are subject to review and approval by Burrtec Waste.
r) If gated, access shall be provided by means of a key, code, or remote. s) Assembly Bill 341 Mandatory Commercial Recycling may apply. t) Assembly Bill 1826 Mandatory Commercial Organics Recycling may apply. u) Senate Bill 1383 Short-Lived Climate Pollutants Reduction Act may apply. v) Upon completion, service is provided through the City of San Bernardino’s franchised hauler Burrtec Waste Industries, Inc. 111 E. Mill Street, San Bernardino, CA 92408 (909) 804-4222.

37. Required Engineering Permits
a) Grading and on-site improvements permit (LD).
b) WQMP/Hydrology (THR).
c) Lot Merger (LM).
d) Off-site improvement construction permit (E).
e) Traffic Control and Right-of-Way permit (ROW).
f) CFD/Street Dedication permit (RP).

38. Applicable Engineering Fees
a) All plan check, permit, inspection, and impact fees are outlined on the Public Works Fee Schedule. A deposit in the amount of 100% of the estimated checking fee for each set of plans will be required at time of application for plan check. The amount of the fee is subject to adjustment at time of issuance.
b) The current fee schedule is available at the Public Works Counter and at http://www.sbcity.org or http://www.ci.sanbernardino.ca.us/cityhall/publicworks/engineering_division/engineering_fee_schedule.as p.

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RESOLUTION NO. 2022-XX
20 San Bernardino Municipal Water District (SBMWD)

39. Establish a thirty-four (34’) foot encroachment permit from the southeasterly street easement of Old Palm Avenue. Existing water related appurtenances (Fire Hydrant Assembly, Air Release/Vacuum Release Assembly, Blow-off MH, and County Monitoring Well MH) to be located outside of security fencing and protected in place.

40. If any new domestic, landscape, and/or fire services are needed a request for any old services to be abandoned must be received prior to acquisition of service credits applied to the new services.

41. For any buildings or expansions being built, sewer connection and capacity fees are due prior to issuance of a building permit.

42. If there are any street improvements associated with the project then it is the developer(s) and/or engineer(s) responsibility to submit a copy of the street improvements plans to SBMWD’s Engineering Section for review.

43. All existing water and sewer mains in Old Palm Avenue and Industrial Parkway (including frontage road easements) shall be located a minimum of six (6’) feet away from security fencing and protected in place.

San Bernardino Municipal Water Department – Environmental Control Section

44. Contact SBMWD Environmental Control to discuss and review plan check and pretreatment requirements.

45. Complete and submit an Industrial User Application.

46. Submit project plumbing plan and project site plan.

47. Submit additional documents, plans, information, as required.

Building and Safety Division

48. After the public hearing appeal period ends, applicant may submit construction plans to the Building and Safety Division for plan check in order to obtain the required building permits.

49. The project shall comply with the California Building Codes as adopted and amended by the City of San Bernardino Municipal Code, Title 15.

50. The proposed project/building/structure shall be fully fire-sprinklered and comply with all other relevant laws, ordinances and resolutions governing fire sprinklers as adopted by the City of San Bernardino.

51. A geotechnical investigation report prepared by a qualified geotechnical engineer is required.

The applicant shall submit this report for review and approval prior to the issuance of building permits.

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RESOLUTION NO. 2022-XX
21 52. The construction drawings require professional preparation. Submit plans and structural calculations prepared by a California registered engineer or architect.

53. The project shall comply with state and federal disabled access requirements.

San Bernardino County Consolidated Fire District

54. Access. The development shall have a minimum of two points of vehicular access. These are for fire/emergency equipment access and for evacuation routes. a. Single Story Road Access Width. All buildings shall have access provided by approved roads, alleys and private drives with a minimum thirty (30) foot unobstructed width and vertically to fourteen (14) feet six (6) inches in height. Other recognized standards may be more restrictive by requiring wider access provisions. b. Multi-Story Road Access Width. Buildings three (3) stories in height or more shall have a minimum access of thirty (30) feet unobstructed width and vertically to fourteen (14) feet six (6) inches in height.

55. Access – 150+ feet. Roadways exceeding one hundred fifty (150) feet in length shall be approved by the Fire Department. These shall be extended to within one hundred fifty (150) feet of and shall give reasonable access to all portions of the exterior walls of the first story of any building.

56. Access – 30% slope. Where the natural grade between the access road and building is in excess of thirty percent (30%), an access road shall be provided within one hundred and fifty (150) of all buildings. Where such access cannot be provided, a fire protection system shall be installed.

Plans shall be submitted to and approved by the Fire Department.

57. Additional Requirements. In addition to the Fire requirements stated herein, other onsite and offsite improvements may be required which cannot be determined from tentative plans at this time and would have to be reviewed after more complete improvement plans and profiles have been submitted to this office.
a. Fire Sprinklers are deferred submittal.
b. Fire Alarm are deferred submittal.
c. HPS is deferred submittal.
d. Motorized gate is deferred submittal.

58. Building Plans. Building plans shall be submitted to the Fire Department for review and approval.

59. Combustible Protection. Prior to combustibles being placed on the project site an approved allweather fire apparatus access surface and operable fire hydrants with acceptable fire flow shall be installed. The topcoat of asphalt does not have to be installed until final inspection and occupancy.

60. Combustible Vegetation. Combustible vegetation shall be removed as follows: a. Where the average slope of the site is less than 15% - Combustible vegetation shall be removed a minimum distance of thirty (30) feet from all structures or to the property line, whichever is Packet Pg. 107
RESOLUTION NO. 2022-XX
22 less. b. Where the average slope of the site is 15% or greater – Combustible vegetation shall be removed a minimum one hundred (100) feet from all structures or to the property line, whichever is less.

61. Commercial Addressing. Commercial and industrial developments of 100,000 sq. ft or less shall have the street address installed on the building with numbers that are a minimum six (6) inches in height and with a three quarter (3/4) inch stroke. The street address shall be visible from the street. During the hours of darkness, the numbers shall be electrically illuminated (internal or external). Where the building is two hundred (200) feet or more from the roadway, additional non-illuminated contrasting six (6) inch numbers shall be displayed at the property access entrances.

62. Fire Alarm - Automatic. An automatic fire sprinkler monitoring fire alarm system complying with the California Fire Code, NFPA and all applicable codes is required. The applicant shall hire a Fire Department approved fire alarm contractor. The fire alarm contractor shall submit detailed plans to the Fire Department for review and approval. The required fees shall be paid at the time of plan submittal.

63. Fire Fees. The required fire fees shall be paid to the San Bernardino County Fire Department/Community Safety Division.

64. Fire Flow Test. Your submittal did not include a flow test report to establish whether the public water supply is capable of meeting your project fire flow demand. You will be required to produce a current flow test report from your water purveyor demonstrating that the fire flow demand is satisfied. This requirement shall be completed prior to combination inspection by Building and Safety.

65. Fire Lanes. The applicant shall submit a fire lane plan to the Fire Department for review and approval. Fire lane curbs shall be painted red. The "No Parking, Fire Lane" signs shall be installed on public/private roads in accordance with the approved plan.

66. Fire Sprinkler-NFPA 13D. An automatic fire sprinkler system complying with NFPA Pamphlet #13D and the Fire Department standards is required. The applicant shall hire a Fire Department approved fire sprinkler contractor or be the approved homeowner/installer. The fire sprinkler contractor/installer shall submit plans with hydraulic calculation and manufacturer’s specification sheets to the Fire Department for review and approval. The required fees shall be paid at the time of plan submittal. Minimum water supply shall be in accordance with current fire department standards. The applicant or contractor shall contact their local water purveyor to obtain specifications on installing a residential fire sprinkler system within the jurisdiction of the water purveyor. The applicant shall attach a letter from the water purveyor indicating the types of systems allowed in that jurisdiction.

67. Haz-Mat Approval. The applicant shall contact the San Bernardino County Fire Department/Hazardous Materials Division (909) 386-8401 for review and approval of building plans, where the planned use of such buildings will or may use hazardous materials or generate hazardous waste materials.

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RESOLUTION NO. 2022-XX
23 68. High-Piled Storage. The applicant shall submit an application for high-piled storage (internal storage over 12’ in height), detailed plans and a commodity analysis report to the Fire Department for review and approval. The applicant shall submit the approved plan to Building and Safety for review with building plans. If the occupancy classification is designated as S-2, commodities to be stored will be limited to products of light hazard classification only. The required fees shall be paid at the time of plan submittal.

69. Hydrant Marking. Blue reflective pavement markers indicating fire hydrant locations shall be installed as specified by the Fire Department. In areas where snow removal occurs or nonpaved roads exist, the blue reflective hydrant marker shall be posted on an approved post along the side of the road, no more than three (3) feet from the hydrant and at least six (6) feet high above the adjacent road.

70. Inspection by the Fire Department. Permission to occupy or use the building (certificate of Occupancy or shell release) will not be granted until the Fire Department inspects, approves and signs off on the Building and Safety job card for “fire final”.

71. Jurisdiction. The above referenced project is under the jurisdiction of the San Bernardino County Fire Department herein “Fire Department”. Prior to any construction occurring on any parcel, the applicant shall contact the Fire Department for verification of current fire protection requirements. All new construction shall comply with the current California Fire Code requirements and all applicable status, codes, ordinances and standards of the Fire Department.

72. Key Box. An approved Fire Department key box is required. In commercial, industrial and multi-family complexes, all swing gates shall have an approved fire department Knox Lock.

73. Material Identification Placards. The applicant shall install Fire Department approved material identification placards on the outside of all buildings and/or storage tanks that store or plan to store hazardous or flammable materials in all locations deemed appropriate by the Fire Department. Additional placards shall be required inside the buildings when chemicals are segregated into separate areas. Any business with an N.F.P.A. 704 rating of 2-3-3 or above shall be required to install an approved key box vault on the premises, which shall contain business access keys and a business plan.

74. Override Switch. Where an automatic electric security gate is used, an approved Fire Department override switch (Knox ®) is required.

75. Permit Expiration. Construction permits, including Fire Condition Letters, shall automatically expire and become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. Suspension or abandonment shall mean that no inspection by the Department has occurred with 180 days of any previous inspection. After a construction permit or Fire Condition Letter, becomes invalid and before such previously approved work recommences, a new permit shall be first obtained and the fee to recommence work shall be one-half the fee for the new permit for such work, provided no changes have been made or will be made in the original construction documents for such work, and provided further that such suspension or abandonment has not exceeded one year. A Packet Pg. 109
RESOLUTION NO. 2022-XX
24 request to extend the Fire Condition Letter or Permit may be made in writing PRIOR TO the expiration date justifying the reason that the Fire Condition Letter should be extended.

76. Primary Access Paved. Prior to building permits being issued to any new structure, the primary access road shall be paved or an all-weather surface and shall be installed as specified in the General Requirement conditions, including width, vertical clearance and turnouts.

77. Roof Certification. A letter from a licensed structural (or truss) engineer shall be submitted with an original wet stamp at time of fire sprinkler plan review, verifying the roof is capable of accepting the point loads imposed on the building by the fire sprinkler system design.

78. Secondary Access Paved. Prior to building permits being issued to any new structure, the secondary access road shall be paved or an all-weather surface and shall be installed as specified in the General Requirement conditions including width, vertical clearance and turnouts.

79. Solar. Solar / Photovoltaic System Plans. Plans shall be submitted online through EZOP to the Fire Department for review and approval. Plans must be submitted and approved prior to Conditional Compliance Release of Building.

80. Water System. Prior to any land disturbance, the water systems shall be designed to meet the required fire flow for this development and shall be approved by the Fire Department. The required fire flow shall be determined by using California Fire Code. The Fire Flow for this project shall be: 2375 GPM for a two-hour duration at 20 psi residual operating pressure. Fire Flow is based on a 52,160 sq. ft. structure.

81. Water System Certification. The applicant shall provide the Fire Department with a letter from the serving water company, certifying that the required water improvements have been made or that the existing fire hydrants and water system will meet distance and fire flow requirements. Fire flow water supply shall be in place prior to placing combustible materials on the job site.

82. Water System Commercial. A water system approved and inspected by the Fire Department is required. The system shall be operational, prior to any combustibles being stored on the site.

Fire hydrants shall be spaced no more than three hundred (300) feet apart (as measured along vehicular travel-ways) and no more than three hundred (300) feet from any portion of a structure.

SECTION 5. Notice of Determination. The Planning Division of the Community and Economic Development Department is hereby directed to file a Notice of Determination with the County Clerk of the County of San Bernardino within five (5) working days of final project approval certifying the City’s compliance with the California Environmental Quality Act in approving the Project.

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RESOLUTION NO. 2022-XX
25 SECTION 6. Severability: If any section, subsection, subdivision, sentence, or clause or phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Resolution or any part thereof. The Mayor and City Council hereby declares that it would have adopted each section irrespective of the fact that any one or more subsections, subdivisions, sentences, clauses, or phrases be declared unconstitutional, invalid, or ineffective.

APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by the City Clerk this ___ day of _________, 2022.

John Valdivia, Mayor
City of San Bernardino
Attest:

Genoveva Rocha, CMC, City Clerk
Approved as to form:

Sonia Carvalho, City Attorney
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RESOLUTION NO. 2022-XX
26 CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss

CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of Resolution No. 2022-___, adopted at a regular meeting held on the ___ day of _________, 2022 by the following vote:

Council Members: AYES NAYS ABSTAIN ABSENT

SANCHEZ
IBARRA

FIGUEROA

SHORETT

REYNOSO
CALVIN

ALEXANDER
WITNESS my hand and official seal of the City of San Bernardino this ___ day of _________, 2022.

Genoveva Rocha, CMC, City Clerk
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
3-1
Mitigation Monitoring and Reporting Program
Introduction
The California Environmental Quality Act (CEQA) requires a lead or public agency that approves or carries out a project for which an Mitigated Negative Declaration has been certified which identifies one or more significant adverse environmental effects and where findings with respect to changes or alterations in the project have been made, to adopt a “…reporting or monitoring program for the changes to the project which it has adopted or made a condition of project approval in order to mitigate or avoid significant effects on the environment” (CEQA, Public Resources Code Sections 21081, 21081.6).

A Mitigation Monitoring and Reporting Program (MMRP) is required to ensure that adopted mitigation measures are successfully implemented for the Industrial Parkway Project (Project). The City of San Bernardino is the Lead Agency for the project and is responsible for implementation of the MMRP. This report describes the MMRP for the Project and identifies the parties that will be responsible for monitoring implementation of the individual mitigation measures in the MMRP.

Mitigation Monitoring and Reporting Program
The MMRP for the Project will be active through all phases of the Project, including design, construction, and operation. The attached table identifies the mitigation program required to be implemented by the City for the Project. The table identifies mitigation measures required by the City to mitigate or avoid significant impacts associated with the implementation of the Project, the timing of implementation, and the responsible party or parties for monitoring compliance.

The MMRP also includes a column that will be used by the compliance monitor (individual responsible for monitoring compliance) to document when implementation of the measure is completed. As individual Plan, Program, Policies; and mitigation measures are completed, the compliance monitor will sign and date the MMRP, indicating that the required actions have been completed.

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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
3-3
TABLE 1: MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials

BIOLOGICAL RESOURCES
MM Bio-1: Nesting Bird Survey. Vegetation removal should occur outside of the nesting bird season (generally between February 1 and September 15). If vegetation removal is required during the nesting bird season, the applicant must conduct take avoidance surveys for nesting birds prior to initiating vegetation removal/clearing. Surveys will be conducted by a qualified biologist(s) within three days of vegetation removal. If active nests are observed, a qualified biologist will determine appropriate minimum disturbance buffers and other adaptive mitigation techniques (e.g., biological monitoring of active nests during construction-related activities, staggered schedules, etc.) to ensure that impacts to nesting birds are avoided until the nest is no longer active. At a minimum, construction activities will stay outside of a 300-foot buffer around the active nests. For raptor species, the buffer is to be expanded to 500 feet. The approved buffer zone shall be marked in the field with construction fencing, within which no vegetation clearing or ground disturbance shall commence until the qualified biologist and City of San Bernardino Planning Division verify that the nests are no longer occupied, and the juvenile birds can survive independently from the nests. Once the young have fledged and left the nest, or the nest otherwise becomes inactive under natural conditions, normal construction activities may occur.

Submittal of pre-activity
field survey results report.

Prior to Demolition and
Grading Permits.

City of San Bernardino
Planning Division

CULTURAL RESOURCES
MM CUL-1: Archaeological Monitoring. Prior to the issuance of the first grading permit, the applicant shall provide a letter to the City Planning Division, or designee, from a qualified professional archeologist meeting the Secretary of Interior’s Professional Qualifications for Archaeology as defined at 36 CFR Part 61, Appendix A stating that qualified archeologists have been retained and will be present at pre-grade meetings and for all initial ground disturbing activities, up to five feet in depth. Prior to the start of construction, a cultural resources management plan (CRMP) shall be prepared by the Project archaeologist, the drafts of which shall be provided to SMBMI for review and comment. The CRMP shall implement at least the following measures:

Confirmation of
professional archaeologist
retention/ongoing/monito
ring/submittal of Report
of Findings. Prior to
Demolition and Grading
Permits and during
subsurface excavation.

City of San Bernardino
Planning Division
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
3-4
Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
The frequency of inspections shall depend upon the rate of excavation, the materials excavated, and the presence and abundance of artifacts and features. The consulting archaeologist shall have the authority to modify the monitoring program if the potential for cultural resources appears to be less than anticipated. Isolates and clearly non-significant deposits shall be minimally documented in the field so the monitored grading can proceed.

In the event a previously unrecorded archaeological deposit is encountered during construction, all activity within 60 feet of the area of discovery shall cease and the City shall be immediately notified. The archeologist shall be contacted to flag the area in the field and shall determine if the archaeological deposits meet the CEQA definition of historical (State CEQA Guidelines 15064.5(a)) and/or unique archaeological resource (Public Resources Code 21083.2(g)). Additionally, San Manuel Band of Mission Indians Cultural Resources Department (SMBMI) and Gabrieleno Band of Mission Indians – Kizh Nation (GBMI-KN) shall be contacted, as detailed within TCR-1, regarding any pre-contact and/or historic-era finds and be provided information after the archaeologist makes his/her initial assessment of the nature of the find, so as to provide Tribal input with regards to significance and treatment.

If the find is considered a “resource” the archaeologist shall pursue either protection in place or recovery, salvage and treatment of the deposits.

Recovery, salvage and treatment protocols shall be developed in accordance with applicable provisions of Public Resource Code Section 21083.2 and State CEQA Guidelines 15064.5 and 15126.4 in consultation with the City. Per CEQA Guidelines Section 15126.4(b)(3), preservation in place shall be the preferred means to avoid impacts to archaeological resources qualifying as historical resources. Consistent with CEQA Guidelines Section 15126.4(b)(3)(C). If unique archaeological resources cannot be preserved in place or left in an undisturbed state, recovery, salvage, and treatment shall be required at the developer/applicant’s expense.

HAZARDS AND HAZARDOUS MATERIALS
MM HAZ-1: Soil Management Plan. Prior to issuance of a grading permit, the Project applicant shall demonstrate to the City of San Bernardino that a qualified environmental consultant has been retained and has prepared a Soil Review and approval of
oil Management Plan.

Prior to grading permit.

City of San Bernardino
Planning Division
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
Management Plan (SMP) that details procedures and protocols for onsite management of soils containing potentially hazardous materials. The SMP shall be implemented during grading activities onsite to ensure that soils containing residual levels of hydrocarbons, volatile organic compounds, and tetrachloroethylene, are properly identified, monitored, and managed onsite, and include the following:
• A certified hazardous waste hauler shall remove all potentially hazardous soils. In addition, sampling of soil shall be conducted during excavation to ensure that all petroleum hydrocarbon and arsenic impacted soils are removed, and that Environmental Screening Levels (ESLs) for nonresidential uses are not exceeded. Excavated materials shall be transported per California Hazardous Waste Regulations to a landfill permitted by the State to accept hazardous materials.
• Any subsurface materials exposed during construction activities that appear suspect of contamination, either from visual staining or suspect odors, shall require immediate cessation of excavation activities. Soils suspected of contamination shall be tested for potential contamination. If contamination is found to be present per the Department of Toxic Substances Control Screening Levels for industrial/commercial land use (DTSC-SLi) and the EPA Regional Screening Levels for
industrial/commercial land use (EPA-RSLi), it shall be transported and disposed of per state regulations to an appropriately permitted landfill. • The SMP shall include a Health and Safety Plan (HSP) addresses potential safety and health hazards and includes the requirements and procedures for employee protection; each contractor will be required to have their own HSP tailored to their particular trade that addresses the general project safety requirements. The HSP shall also outline proper soil handling procedures and health and safety requirements to minimize worker and public exposure to hazardous materials during construction. • The SMP shall be prepared and executed in accordance with South Coast Air Quality Management District (SCAQMD) Rule 1166, Volatile Organic Compound Emissions from Decontamination of Soil. The SMP shall require the timely testing and sampling of soils so that contaminated soils can be separated from inert soils for proper disposal. The SMP shall specify the testing parameters and sampling frequency. Anticipated testing includes Packet Pg. 117
Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
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Mitigation Measure Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials
total petroleum hydrocarbons (TPH), volatile organic compounds (VOCs), and semi-volatile organic compounds (SVOCs). During excavation, Rule 1166 requires that soils identified as contaminated shall be sprayed with water or another approved vapor suppressant, or covered with sheeting during periods of inactivity of greater than an hour, to prevent contaminated soils from becoming airborne. Under Rule 1166, contaminated soils shall be transported from the project site by a licensed transporter and disposed of at a licensed storage/treatment facility to prevent contaminated soils from becoming airborne or otherwise released into the environment.
• All SMP measures shall be printed on the construction documents, contracts, and Project plans prior to issuance of grading permits.

TRIBAL
MM TCR-1: The San Manuel Band of Mission Indians Cultural Resources Department (SMBMI) shall be contacted, as detailed in CR-1, of any precontact and/or historic-era cultural resources discovered during project implementation and be provided information regarding the nature of the find, so as to provide Tribal input with regards to significance and treatment. Should the find be deemed significant, as defined by CEQA (as amended, 2015), a CRMP shall be created by the archaeologist, in coordination with SMBMI and GBMI-KN, and all subsequent finds shall be subject to this Plan. This Plan shall allow for a monitor to be present that represents SMBMI for the remainder of the project, should SMBMI elect to place a monitor on-site.

Tribe contact. Upon
cultural resource
discovery.

Development of a CRMP.

The find is deemed
significant.

City of San Bernardino
Planning Division
MM TCR-2: Any and all archaeological/cultural documents created as a part of the project (isolate records, site records, survey reports, testing reports, etc.) shall be supplied to the applicant and Lead Agency for dissemination to SMBMI. The Lead Agency and/or applicant shall, in good faith, consult with SMBMI throughout the life of the project.

Submit project cultural
documents to applicant
and City. Following
preparation.

Qualified Professional
Archeologist/ City of San
Bernardino Planning
Division
MM TCR-3: Retain a Native American Monitor Prior to Commencement of Ground-Disturbing Activities
• The project applicant/lead agency shall retain a Native American Monitor from or approved by the Gabrieleño Band of Mission Indians – Kizh Retain a Native American
Monitor. Prior to the
commencement of any
“ground-disturbing
activity”.

City of San Bernardino
Planning Division
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Mitigation Measure Action and Timing
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Date Completed
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Nation. The monitor shall be retained prior to the commencement of any “ground-disturbing activity” for the subject project at all project locations (i.e., both on-site and any off-site locations that are included in the project description/definition and/or required in connection with the project, such as public improvement work). “Ground-disturbing activity” shall include, but is not limited to, demolition, pavement removal, potholing, auguring, grubbing, tree removal, boring, grading, excavation, drilling, and trenching.
• A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any grounddisturbing activity, or the issuance of any permit necessary to commence a ground-disturbing activity.
• The monitor will complete daily monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed, locations of ground-disturbing activities, soil types, cultural-related materials, and any other facts, conditions, materials, or discoveries of significance to the GBMI-KN. Monitor logs will identify and describe any discovered TCRs, including but not limited to, Native American cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or “TCR”), as well as any discovered Native American (ancestral) human remains and burial goods. Copies of monitor logs will be provided to the project applicant/lead agency upon written request to the GBMI-KN. • On-site tribal monitoring shall conclude upon the latter of the following (1) written confirmation to the Kizh from a designated point of contact for the project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the project site or in connection with the project are complete; or (2) a determination and written notification by the Kizh to the project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to impact Kizh TCRs. • Upon discovery of any TCRs, all construction activities in the immediate vicinity of the discovery shall cease (i.e., not less than the surrounding 50 feet) and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist. Recover and retention of Packet Pg. 119
Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
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Responsible for
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Verification
Date Completed
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any discovered TCRs will be conducted in the form and/or manner that the GBMI-KN and SMBMI Tribes deem appropriate.

MM TCR-4: Unanticipated Discovery of Human Remains and Associated Funerary Objects
• Native American human remains are defined in PRC 5097.98 (d)(1) as an inhumation or cremation, and in any state of decomposition or skeletal completeness. Funerary objects, called associated grave goods in Public Resources Code Section 5097.98, are also to be treated according to this statute.
• If Native American human remains and/or grave goods discovered or recognized on the project site, then all construction activities shall immediately cease. Health and Safety Code Section 7050.5 dictates that any discoveries of human skeletal material shall be immediately reported to the County Coroner and all ground-disturbing activities shall immediately halt and shall remain halted until the coroner has determined the nature of the remains. If the coroner recognizes the human remains to be those of a Native American or has reason to believe they are Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission, and Public Resources Code Section 5097.98 shall be followed.
• Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1) and (2). • Construction activities may resume in other parts of the project site at a minimum of 200 feet away from discovered human remains and/or burial goods, if the Kizh Nation or SMBMI determines that resuming construction activities at that distance is acceptable and provides the project manager express consent of that determination (along with any other mitigation measures the Kizh monitor or SMBMI monitor and/or archaeologist deems necessary). (CEQA Guidelines Section 15064.5(f).)
• Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods. Any historic archaeological material that is not Native American in origin (non-TCR) shall be curated at a public, non-profit institution with a research interest in the materials, such as the Natural History Museum of Los Angeles County or the Fowler Museum, if such an institution agrees to accept the material.

If no institution accepts the archaeological material, it shall be offered to a local school or historical society in the area for educational purposes.

Treatment of human
remains and/or
associated funerary
objects. Upon
unanticipated discovery of
human and/or funerary
remains.

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Planning Division
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• Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance.

TCR-5: Procedures for Burials and Funerary Remains:
• As the Most Likely Descendant (“MLD”), the Koo-nas-gna Burial Policy shall be implemented. To the GBMI-KN, the term “human remains” encompasses more than human bones. In ancient as well as historic times, Tribal Traditions included, but were not limited to, the preparation of the soil for burial, the burial of funerary objects with the deceased, and the ceremonial burning of human remains.
• If the discovery of human remains includes four or more burials, the discovery location shall be treated as a cemetery and a separate treatment plan shall be created.
• The prepared soil and cremation soils are to be treated in the same manner as bone fragments that remain intact. Associated funerary objects are objects that, as part of the death rite or ceremony of a culture, are reasonably believed to have been placed with individual human remains either at the time of death or later; other items made exclusively for burial purposes or to contain human remains can also be considered as associated funerary objects. Cremations will either be removed in bulk or by means as necessary to ensure complete recovery of all sacred materials.
• In the case where discovered human remains cannot be fully documented and recovered on the same day, the remains will be covered with muslin cloth and a steel plate that can be moved by heavy equipment placed over the excavation opening to protect the remains. If this type of steel plate is not available, a 24-hour guard should be posted outside of working hours. The GBMI-KN will make every effort to recommend diverting the project and keeping the remains in situ and protected. If the project cannot be diverted, it may be determined that burials will be removed.
• In the event preservation in place is not possible despite good faith efforts by the project applicant/developer and/or landowner, before grounddisturbing activities may resume on the project site, the landowner shall arrange a designated site location within the footprint of the project for the respectful reburial of the human remains and/or ceremonial objects. • Each occurrence of human remains and associated funerary objects will be stored using opaque cloth bags. All human remains, funerary objects, Burial of human and/or
funerary remains. Upon
unanticipated discovery of
human and/or funerary
remains.

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Planning Division
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Mitigated Negative Declaration
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sacred objects and objects of cultural patrimony will be removed to a secure container on site if possible. These items should be retained and reburied within six months of recovery. The site of reburial/repatriation shall be on the project site but at a location agreed upon between the GBMI-KN and the landowner at a site to be protected in perpetuity. There shall be no publicity regarding any cultural materials recovered. • The GBMI-KN will work closely with the project’s qualified archaeologist to ensure that the excavation is treated carefully, ethically and respectfully. If data recovery is approved by the GBMI-KN, documentation shall be prepared and shall include (at a minimum) detailed descriptive notes and sketches. All data recovery data recoveryrelated forms of documentation shall be approved in advance by the GBMI-KN. If any data recovery is performed, once complete, a final report shall be submitted to the GBMI-KN and the NAHC. The GBMI-KN does NOT authorize any scientific study or the utilization of any invasive and/or destructive diagnostics on human remains.

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Plans, Programs, or Policies (PPPs) Action and Timing
Responsible for
Ensuring Compliance /
Verification
Date Completed
and Initials

AESTHETICS
PPP AES-1: Outdoor Lighting. All outdoor luminaires installed shall be appropriately located and adequately shielded and directed such that no direct light falls outside the parcel of origin, or onto the public right-of-way. In addition, outdoor luminaires shall not blink, flash, or rotate and shall be shown on electrical plans submitted to the Department of Building and Safety for plan check approval and shall comply with the requirements of Municipal Code Section 19.20.030.

Shielding building lighting
fixtures. Construction.

City of San Bernardino
Planning Division

AIR QUALITY
PPP AQ-1: Rule 402. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 402. The Project shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.

Compliance with Rule
402. Construction.

City of San Bernardino
Planning Division
PPP AQ-2: Rule 403. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 403, which includes the following:
• All clearing, grading, earth-moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions.
• The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered, with complete coverage of disturbed areas, at least 3 times daily during dry weather; preferably in the mid-morning, afternoon, and after work is done for the day. • The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less.

Compliance with Rule
403. Construction.

City of San Bernardino
Planning Division
PPP AQ-3: Rule 1113. The Project is required to comply with the provisions of South Coast Air Quality Management District Rule (SCAQMD) Rule 1113. Only Compliance with Rule
1113. Construction.

City of San Bernardino
Planning Division
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“Low-Volatile Organic Compounds” paints (no more than 50 gram/liter of VOC) and/or High Pressure Low Volume (HPLV) applications shall be used.

BIOLOGICAL RESOURCES
PPP BIO-1: Tree Removal Permit. San Bernardino Municipal Code Chapter

15.34 requires that in the event more than five trees are removed within a 36- month period, a tree removal permit must first be issued by the Community Development Department. Unless there is a pre-approved tree replacement plan, each tree that is removed, and is determined to be of significant value by the Community Development Director, shall be replaced with a 36-inch box tree.

Application and approval
of tree removal permit. If
during construction 5 or
more trees are removed
within a 36-month period.

City of San Bernardino
Planning Division

CULTURAL RESOURCES
PPP CUL-1: Human Remains. Should human remains or funerary objects be discovered during project construction, the project would be required to comply with State Health and Safety Code Section 7050.5, which states that no further disturbance may occur in the vicinity of the body (within a 100-foot buffer of the find) until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission, which will determine the identity of and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD must complete the inspection within 48 hours of being granted access to the site.

Stop disturbance activities
within 100-foot buffer
area of identified human
or funerary remains;
contact MLD. Within 48
hours of inadvertent
discovery of identified
human or funerary
remains.

City of San Bernardino
Planning Division; County
Coroner.

WATER QUALITY
PPP WQ-1: Prior to grading permit issuance, the project developer shall have a Stormwater Pollution Prevention Plan (SWPPP) prepared by a QSD (Qualified SWPPP Developer) pursuant to the Municipal Code Chapter 13.54.

The SWPPP shall incorporate all necessary Best Management Practices (BMPs) and other City requirements to comply with the National Pollutant Discharge Elimination System (NPDES) requirements to limit the potential of polluted runoff during construction activities. Project contractors shall be required to ensure compliance with the SWPPP and permit periodic inspection of the Review and approval of
SWPPP. Prior to grading
permit.

City of San Bernardino
Planning Division
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
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construction site by City of San Bernardino staff or its designee to confirm compliance.

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ACCESS
AISLE

PROPOSED

BUILDING

PROPOSED

LANDSCAPING
PL

CENTERLINE OF

INDUSTRIAL PARKWAY

PROPOSED

LANDSCAPING

PROPOSED

BUILDING
PL

CENTERLINE OF

INDUSTRIAL PARKWAY

PROPOSED

LANDSCAPING
TRUCK
APRON
ACCESS
AISLE
STOP
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STOP STOP STOP GATE OVER FLOW BASIN
   
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SHEET INDEX LANDSCAPE COVER SHEET LANDSCAPE IRRIGATION PLAN WATER MANAGEMENT INFORMATION IRRIGATION & PLANTING DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING SPECIFICATIONS LANDSCAPE ARCHITECTURAL DRAWINGS FOR: INDUSTRIAL WAY LOGISTICS FACILITY PREPARED FOR: 5770 N. INDUSTRIAL WAY SAN BERNARDINO, CA DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 KEY MAP N.T.S. VICINITY MAP LC-1.0 LI-1.1 THRU LI-1.4 LI-2.0 LI-3.0 LI-4.0 LP-1.1 THRU LP-1.4 LP-2.0 NORTH NORTH SCALE: 1" = 70'-0" 0 70' 140' 210' SCOPE OF WORK INDUSTRIAL PARKWAY TERMINAL BUILDING LANDSCAPE COVER SHEET LC-1.0 AJ/AP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 PALM AVE. LI-1.1 & LP-1.1 LI-1.2 & LP-1.2 LI-1.4 & LP-1.4 LI-1.3 & LP-1.3 PROJECT SITE GENERAL NOTES 1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCE, AND REGULATIONS. 2. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT IN ORDER TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO STARTING ANY WORK. THE CONTRACTOR SHALL CONFIRM THAT HE IS WORKING FROM THE CURRENT CITY APPROVED LANDSCAPE & IRRIGATION DWGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS ASSOCIATED WITH THIS PROJECT RELATING TO HARDSCAPE, IRRIGATION & PLANTING INSTALLATIONS. 4. ALL LANDSCAPE & HARDSCAPE IMPROVEMENTS SHALL BE APPROVED BY THE CITY OF SAN BERNARDINO'S LANDSCAPE PLANNING DIVISION PRIOR TO ANY CONSTRUCTION. 5. THE PLANT MATERIAL SUPPLIER/ OR LANDSCAPE CONTRACTOR SHALL PROVIDE GUARANTEED EVIDENCE TO LAND. ARCH. THAT ALL PLANT MATERIAL IS CONSISTENT WITH THE APPROVED PLANT LEGEND CONSIDERING GENUS, SPECIES, CULTIVARS, AND SIZE SPECIFIED. ALL PLANT MATERIAL NOT CONSISTENT WITH THE PLANT LEGEND MAY BE REJECTED. 6. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LAND. ARCH. PLANS AND SPECIFICATIONS ARE SUBJECT TO THE REVIEW AND APPROVAL BY THE LAND. ARCH. & PROPERTY OWNER BEFORE WORK MAY CONTINUE. 7. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) BEFORE THE START OF CONSTRUCTION AT 811 DIG-ALERT 72 HOURS PRIOR TO CONSTRUCTION. 8. REFER TO SITE CONSTRUCTION PLANS, IRRIGATION & PLANTING PLANS FOR SPECIFIC NOTES PERTAINING TO THESE TASKS. 9. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SAN BERNARDINO'S STANDARDS RELATING TO EROSION CONTROL, PORTABLE TOILETS, ETC. 10. ALL IRRIGATION IMPROVEMENTS SHALL COMPLY WITH THE CALIFORNIA STATE WATER ORDINANCE 1881 & THE CITY'S IRRIGATION STANDARDS AND GUIDELINES FOR WATER EFFICIENT LANDSCAPES. 11. SOIL TEST SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT WITH PROOF OF AMENDMENTS USED AND QUANTITIES AS DIRECTED BY THE SOIL REPORT. 12. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 13. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO LANDSCAPE ARCHITECT. 14. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ANY BUILDINGS IN ALL LANDSCAPE PLANTING AREAS. 15. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF REGULARITIES, MATERIALS OR DEBRIS. 16. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND IRRIGATION AND DRAINAGE SYSTEMS. 17. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 18. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITES OR CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. 5-6-22    
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CONTROLLER ('A') IRRIGATION CONTROLLER PER LEGEND. 120 V. ELEC. REQ. 3 5
4 MV
2 1 MANIFOLD ASSEMBLY AS REQUIRED
6 IRRIGATION POINT OF CONNECTION DIAGRAM N.T.S. FS W.1
A KEY NOTES: 1. NEW 1 1
2" WATER METER PER LEGEND 2. 2" BACKFLOW UNIT PER LEGEND 3. 2" MASTER VALVE PER LEGEND 4. RAINBIRD FLOW SENSOR PER LEGEND 5. GATE VALVE PER LEGEND 6. IRRIGATION MAIN LINE MATCH LINE TO SHEET LI-1.2 TERMINAL BUILDING
PALMA AVE.

INDUSTRIAL PARKWAY TRUCK YARD MATCH LINE TO SHEET LI-1.4 1"A-2 6 [BUBBLER] 1"A-1
* [DRIP] 1"A-3
* [DRIP] 1"A-4
* [DRIP] 1½"A-5
* [DRIP] 1½"A-924 [BUBBLER] 1½"A-7
* [ROTOR] 1½"A-8
* [ROTOR] 1½"A-6
* [ROTOR] SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION LEGEND LATERAL LINE SCH 40 PVC PIPE LASCO SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE LATERAL LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. REMOTE CONTROL VALVE BY RAINBIRD # PES-B. LOCATE IN VALVE BOX. DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). QUICK COUPLER VALVE BY RAINBIRD # 33-DRC. LOCATE IN LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT LI-1.0. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (1" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. 2" SIZE NORMALLY OPEN MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. LI-1.0. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS150P 1 1 2" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER 'A' 36 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-CV-09-18-500 DRIPLINE. REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-11. POLYETHYLENE BLANK TUBING RAINBIRD XT-700 WITH XB 10-PC EMITTERS (1 GPH) INSTALL PER MANUF. SPECIFICATIONS REFER. INSTALL (2) EMITTERS PER EACH 5 GAL. SHRUB AT D.G. AREAS. MVFS A W.1 LANDSCAPE IRRIGATION PLAN LI-1.1 AJ EXP. 11-30-23 P O
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INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 SPECIAL NOTE: AN IRRIGATION AUDIT REPORT BY A CERTIFIED IRRIGATION AUDITOR SHALL BE PROVIDED PRIOR TO CITY LANDSCAPE INSPECTION. REPORT SHALL INCLUDE: A. CONTROLLER PROGRAM IRRIGATION SCHEDULE TO INCLUDE: START TIMES, PROGRAMS, AND RUN TIMES. SCHEDULE SHALL CONSIDER APPLICATION RATE, SOIL TYPE, PLANT FACTORS, SLOPE AND EXPOSURE B. CONTROLLER PROGRAMMING TO ON-SITE WEATHER SENSOR CIMIS STATION C. CONTROLLER PROGRAMMING TO FLOW SENSOR AND MASTER VALVE, OR LEARNED RUN TIMES. D. VERIFICATION OF EFFICIENT WATER USE WITH NO RUN OFF OR OVERSPRAY BY TESTING MIN 15% OF SITE. E. VERIFICATION OF THE REDUCED SIZE IRRIGATION PLAN, LAMINATED WITH LAYOUT CHART INDICATING VALVE NUMBER AND COLOR-CODED AREA OF SYSTEM LIMITS AND IRRIGATION RUN SCHEDULE. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. MP ROTOR 1.23 12" POP-UP MP ROTOR 2.59 12" POP-UP MP ROTOR 5.08 12" POP-UP RAIN BIRD 5012-MPR-40-90° 40' 35 RAIN BIRD 5012-MPR-40-180° 35 RAIN BIRD 5012-MPR-40-360° 35 40' 40' RAINBIRD PALM 1404 PRESSURE COMPENSATING BUBBLER 1.0 6" POP UP BUBBLER 30 NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF PALM ROOT BALL WITHIN PERFORATED PVC PIPE. REFER TO DETAIL 'M' SHT. LI-3.0. 5-6-22    
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CONTROLLER ('A') IRRIGATION CONTROLLER PER LEGEND. 120 V. ELEC. REQ. 3 5
4 MV
2 1 MANIFOLD ASSEMBLY AS REQUIRED
6 IRRIGATION POINT OF CONNECTION DIAGRAM N.T.S. FS W.1
A KEY NOTES: 1. NEW 1 1
2" WATER METER PER LEGEND 2. 2" BACKFLOW UNIT PER LEGEND 3. 2" MASTER VALVE PER LEGEND 4. RAINBIRD FLOW SENSOR PER LEGEND 5. GATE VALVE PER LEGEND 6. IRRIGATION MAIN LINE MATCH LINE TO SHEET LI-1.1
INDUSTRIAL PARKWAY TERMINAL BUILDING MATCH LINE TO SHEET LI-1.3 A WALL MOUNTED CONTROLLER. 120V ELEC. SERVICE REQUIRED. WALL MOUNT ON EXTERIOR WALL OF ELECTRICAL ROOM. VERIFY EXACT LOCATION IN THE FIELD. 1"A-22 * [DRIP] 1½"A-1
* [DRIP]
FS MV W.1 IRRIGATION POINT OF CONNECTION APPROX. THIS AREA. VERIFY EXACT LOCATION IN THE FIELD. REFER TO DIAGRAM THIS SHEET. 1½" A-24 * [PALM BUBBLER] 1½" A-13
* [ROTOR] 1½" A-12
* [ROTOR] 1"A-11
* [DRIP] 1"A-10
* [DRIP] 1"A-23
* [DRIP] 1"A-21
* [BUBBLER] SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION LEGEND LATERAL LINE SCH 40 PVC PIPE LASCO SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE LATERAL LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. REMOTE CONTROL VALVE BY RAINBIRD # PES-B. LOCATE IN VALVE BOX. DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). QUICK COUPLER VALVE BY RAINBIRD # 33-DRC. LOCATE IN LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT LI-1.0. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (1" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. 2" SIZE NORMALLY OPEN MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. LI-1.0. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS150P 1 1 2" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER 'A' 36 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-CV-09-18-500 DRIPLINE. REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-11. POLYETHYLENE BLANK TUBING RAINBIRD XT-700 WITH XB 10-PC EMITTERS (1 GPH) INSTALL PER MANUF. SPECIFICATIONS REFER. INSTALL (2) EMITTERS PER EACH 5 GAL. SHRUB AT D.G. AREAS. MVFS A W.1 LANDSCAPE IRRIGATION PLAN LI-1.2 AJ EXP. 11-30-23 P O
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INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 SPECIAL NOTE: AN IRRIGATION AUDIT REPORT BY A CERTIFIED IRRIGATION AUDITOR SHALL BE PROVIDED PRIOR TO CITY LANDSCAPE INSPECTION. REPORT SHALL INCLUDE: A. CONTROLLER PROGRAM IRRIGATION SCHEDULE TO INCLUDE: START TIMES, PROGRAMS, AND RUN TIMES. SCHEDULE SHALL CONSIDER APPLICATION RATE, SOIL TYPE, PLANT FACTORS, SLOPE AND EXPOSURE B. CONTROLLER PROGRAMMING TO ON-SITE WEATHER SENSOR CIMIS STATION C. CONTROLLER PROGRAMMING TO FLOW SENSOR AND MASTER VALVE, OR LEARNED RUN TIMES. D. VERIFICATION OF EFFICIENT WATER USE WITH NO RUN OFF OR OVERSPRAY BY TESTING MIN 15% OF SITE. E. VERIFICATION OF THE REDUCED SIZE IRRIGATION PLAN, LAMINATED WITH LAYOUT CHART INDICATING VALVE NUMBER AND COLOR-CODED AREA OF SYSTEM LIMITS AND IRRIGATION RUN SCHEDULE. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. MP ROTOR 1.23 12" POP-UP MP ROTOR 2.59 12" POP-UP MP ROTOR 5.08 12" POP-UP RAIN BIRD 5012-MPR-40-90° 40' 35 RAIN BIRD 5012-MPR-40-180° 35 RAIN BIRD 5012-MPR-40-360° 35 40' 40' RAINBIRD PALM 1404 PRESSURE COMPENSATING BUBBLER 1.0 6" POP UP BUBBLER 30 NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF PALM ROOT BALL WITHIN PERFORATED PVC PIPE. REFER TO DETAIL 'M' SHT. LI-3.0. 5-6-22    
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5-05-22\DDP037_MSTFLR_CD.DWG TRUCK YARD TERMINAL BUILDING MATCH LINE TO SHEET LI-1.4 MATCH LINE TO SHEET LI-1.2 GRAVEL ONLY. REFER TO PLANTING PLAN. 1½" A-17 * [DRIP] 1½" A-1925 [BUBBLER] 1"A-20
* [DRIP] 1"A-15
* [DRIP] 1"A-14
* [ROTOR] 1½" A-18
* [DRIP] 1½" A-16
* [DRIP] SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION LEGEND LATERAL LINE SCH 40 PVC PIPE LASCO SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE LATERAL LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. REMOTE CONTROL VALVE BY RAINBIRD # PES-B. LOCATE IN VALVE BOX. DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). QUICK COUPLER VALVE BY RAINBIRD # 33-DRC. LOCATE IN LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT LI-1.0. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (1" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. 2" SIZE NORMALLY OPEN MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. LI-1.0. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS150P 1 1 2" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER 'A' 36 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-CV-09-18-500 DRIPLINE. REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-11. POLYETHYLENE BLANK TUBING RAINBIRD XT-700 WITH XB 10-PC EMITTERS (1 GPH) INSTALL PER MANUF. SPECIFICATIONS REFER. INSTALL (2) EMITTERS PER EACH 5 GAL. SHRUB AT D.G. AREAS. MVFS A W.1 LANDSCAPE IRRIGATION PLAN LI-1.3 AJ EXP. 11-30-23 P O
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INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 SPECIAL NOTE: AN IRRIGATION AUDIT REPORT BY A CERTIFIED IRRIGATION AUDITOR SHALL BE PROVIDED PRIOR TO CITY LANDSCAPE INSPECTION. REPORT SHALL INCLUDE: A. CONTROLLER PROGRAM IRRIGATION SCHEDULE TO INCLUDE: START TIMES, PROGRAMS, AND RUN TIMES. SCHEDULE SHALL CONSIDER APPLICATION RATE, SOIL TYPE, PLANT FACTORS, SLOPE AND EXPOSURE B. CONTROLLER PROGRAMMING TO ON-SITE WEATHER SENSOR CIMIS STATION C. CONTROLLER PROGRAMMING TO FLOW SENSOR AND MASTER VALVE, OR LEARNED RUN TIMES. D. VERIFICATION OF EFFICIENT WATER USE WITH NO RUN OFF OR OVERSPRAY BY TESTING MIN 15% OF SITE. E. VERIFICATION OF THE REDUCED SIZE IRRIGATION PLAN, LAMINATED WITH LAYOUT CHART INDICATING VALVE NUMBER AND COLOR-CODED AREA OF SYSTEM LIMITS AND IRRIGATION RUN SCHEDULE. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. MP ROTOR 1.23 12" POP-UP MP ROTOR 2.59 12" POP-UP MP ROTOR 5.08 12" POP-UP RAIN BIRD 5012-MPR-40-90° 40' 35 RAIN BIRD 5012-MPR-40-180° 35 RAIN BIRD 5012-MPR-40-360° 35 40' 40' RAINBIRD PALM 1404 PRESSURE COMPENSATING BUBBLER 1.0 6" POP UP BUBBLER 30 NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF PALM ROOT BALL WITHIN PERFORATED PVC PIPE. REFER TO DETAIL 'M' SHT. LI-3.0. 5-6-22    
 Packet Pg. 140
CONTROLLER ('A') IRRIGATION CONTROLLER PER LEGEND. 120 V. ELEC. REQ. 3 5
4 MV
2 1 MANIFOLD ASSEMBLY AS REQUIRED
6 IRRIGATION POINT OF CONNECTION DIAGRAM N.T.S. FS W.1
A KEY NOTES: 1. NEW 1 1
2" WATER METER PER LEGEND 2. 2" BACKFLOW UNIT PER LEGEND 3. 2" MASTER VALVE PER LEGEND 4. RAINBIRD FLOW SENSOR PER LEGEND 5. GATE VALVE PER LEGEND 6. IRRIGATION MAIN LINE Xref ..\..\..\..\Documents\SPLA\GAA\Dedeaux North Industrial\2022 0505_CD_Dedeaux North Industrial\civil 5-05-22\DDP037_MSTFLR_CD.DWG PALMA AVE. TERMINAL BUILDING TRUCK YARD
MATCH LINE TO SHEET LI-1.3 MATCH LINE TO SHEET LI-1.1 GRAVEL ONLY. REFER TO PLANTING PLAN. SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION LEGEND LATERAL LINE SCH 40 PVC PIPE LASCO SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE LATERAL LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. REMOTE CONTROL VALVE BY RAINBIRD # PES-B. LOCATE IN VALVE BOX. DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). QUICK COUPLER VALVE BY RAINBIRD # 33-DRC. LOCATE IN LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT LI-1.0. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (1" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. 2" SIZE NORMALLY OPEN MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. LI-1.0. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS150P 1 1 2" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER 'A' 36 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-CV-09-18-500 DRIPLINE. REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-11. POLYETHYLENE BLANK TUBING RAINBIRD XT-700 WITH XB 10-PC EMITTERS (1 GPH) INSTALL PER MANUF. SPECIFICATIONS REFER. INSTALL (2) EMITTERS PER EACH 5 GAL. SHRUB AT D.G. AREAS. MVFS A W.1 LANDSCAPE IRRIGATION PLAN LI-1.4 AJ EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 SPECIAL NOTE: AN IRRIGATION AUDIT REPORT BY A CERTIFIED IRRIGATION AUDITOR SHALL BE PROVIDED PRIOR TO CITY LANDSCAPE INSPECTION. REPORT SHALL INCLUDE: A. CONTROLLER PROGRAM IRRIGATION SCHEDULE TO INCLUDE: START TIMES, PROGRAMS, AND RUN TIMES. SCHEDULE SHALL CONSIDER APPLICATION RATE, SOIL TYPE, PLANT FACTORS, SLOPE AND EXPOSURE B. CONTROLLER PROGRAMMING TO ON-SITE WEATHER SENSOR CIMIS STATION C. CONTROLLER PROGRAMMING TO FLOW SENSOR AND MASTER VALVE, OR LEARNED RUN TIMES. D. VERIFICATION OF EFFICIENT WATER USE WITH NO RUN OFF OR OVERSPRAY BY TESTING MIN 15% OF SITE. E. VERIFICATION OF THE REDUCED SIZE IRRIGATION PLAN, LAMINATED WITH LAYOUT CHART INDICATING VALVE NUMBER AND COLOR-CODED AREA OF SYSTEM LIMITS AND IRRIGATION RUN SCHEDULE. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. MP ROTOR 1.23 12" POP-UP MP ROTOR 2.59 12" POP-UP MP ROTOR 5.08 12" POP-UP RAIN BIRD 5012-MPR-40-90° 40' 35 RAIN BIRD 5012-MPR-40-180° 35 RAIN BIRD 5012-MPR-40-360° 35 40' 40' RAINBIRD PALM 1404 PRESSURE COMPENSATING BUBBLER 1.0 6" POP UP BUBBLER 30 NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF PALM ROOT BALL WITHIN PERFORATED PVC PIPE. REFER TO DETAIL 'M' SHT. LI-3.0. 5-6-22    
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CONTROLLER A STATION NUMBERS DEC - FEB MAR. - MAY JUN. - AUG. SEP. - NOV IRRIGATION MAINTENANCE SCHEDULE TIME(MIN.) DAYS/WK TIME(MIN.) DAYS/WK TIME(MIN.) DAYS/WK DAYS/WK DRIP BUBBLER 12SYSTEM TYPE SYSTEM TYPE NOTE: WATER USE CALCULATIONS SHALL COMPLY WITH THE CITY OF SAN BERNARDINO IRRIGATION GUIDELINES AND CALIFORNIA ORDINANCE AB 1881. (X) = 'GERMINATION PERIOD' 1. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO STARTING ANY CONSTRUCTION. 2. THE DESIGN IS DIAGRAMMATIC ONLY. ALL PIPING, VALVES, BACK FLOW PREVENTOR, WIRING, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTER AREAS WHEREVER POSSIBLE. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THESE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF FIXTURES, UTILITIES, SIGNS, POSTS, POLES, WALLS AND PAVING. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS (IF ANY) FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND UNDER PAVING, ETC. 5. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. ALL LATERAL, MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE OUTSIDE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING REFER TO PLAN. 7. ALL SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 40 (NEW). EXISTING SLEEVES SHALL REMAIN IN PLACE, IF EXTENSIONS ARE REQUIRED THE PIPE SHALL BE SCH. 40. LATERAL LINE SLEEVE UNDER PAVING SHALL BE SCHEDULE 40. ALL SLEEVES SHALL BE P.V.C. OR AS NOTED ON PLANS. 8. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE PLANS AND DETAILS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZE MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 9. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 10. ADV (ANTI-DRAIN VALVE) UNITS MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION. THE CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 12. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE, ELIMINATING OVER-SPRAY ONTO WALKS, STREETS, WALLS, ETC. 13. THE IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC. CONTROL VALVES SHALL BE INSTALLED PER DETAILS. 14. ALL SLEEVES SHALL EXTEND BEYOND THE EDGE OF PAVING OR BACK OF CURB TO 3'. 15. THE CONTRACTOR SHALL NOTIFY THE VA'S REPRESENTATIVE IF STATIC WATER PRESSURE IS LESS THAN 65 PSI. 16. THE CONTRACTOR SHALL GUARANTEE ALL WORK & WORKMANSHIP FOR (1) FULL YEAR FROM ACCEPTANCE. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE 100% COVERAGE. 18. ALL SUB-TERRAINEAN DRIP TUBING SHALL BE BURIED WITH MULCH (NOT VISIBLE). INSTALL ALL DRIP TUBING PER MANUFACTURER'S SPECIFICATIONS. 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5) STA. A-1 STA. A-2 STA. A-3 STA. A-4 STA. A-5 STA. A-6 STA. A-7 STA. A-8 STA. A-9 STA. A-10 STA. A-11 IRRIGATION NOTES (X) = 'GERMINATION PERIOD' NOTE: THE IRRIGATION SCHEDULE SHALL BE SET FOR 'GERMINATION PERIOD' FOR THE FIRST 3 MONTHS AFTER THE LANDSCAPE HAS BEEN PLANTED. AFTER 3 MONTHS THE IRRIGATION SCHEDULE SHALL BE SET FOR TYP. 'MAINTENANCE SCHEDULE', PER STATION. THE IRRIGATION SCHEDULE SHOWN IS FOR USE AS A GUIDE ONLY. THE CONTRACTOR SHALL FINE TUNE THE WATERING SCHEDULE FOR EACH VALVE STATION SO AS NOT TO ALLOW EXCESS SURFACE RUNOFF AND PROVIDE ADEQUATE SOIL SATURATION. TIME(MIN.) FLUSH VALVE DETAIL FLUSH-VALVE KEY NOTES: 1. FINISH GRADE 2. FLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAP NON-POTABLE: RAIN BIRD MDCFPCAP 3. EASY FIT COUPLING: RAIN BIRD MDCFCOUP 4. SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7X8 LID 5. SUB-SURFACE DRIPLINE: RAIN BIRD XF DRIPLINE PORABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE. ALLOW FOR 12-24" OF BLANK TUBING IN FLUSH VALVE BOX FOR FLUSHING INTO ADJACENT LANDSCAPE AREA. 6. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 7. BRICK (1 OF 2) NOTE: 1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.

A N.T.S
1 4 1
2 3
5 7
6 AIR RELIEF VALVE DETAIL AIR RELIEF VALVE KEY NOTES: 1. EMITTER BOX LID. 2. EMITTER BOX. RAINBIRD SEB.7X8 3. 1 2" AIR RELIEF VALVE ARV050 4. TYP. DRIP TUBING 5. CRUSHED GRAVEL N.T.S 1 F.G.
3 2
4 5
B
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) WATER CONSERVATION STATEMENT 1. THE IRRIGATION SYSTEM WAS DESIGNED UTILIZING 'STATE OF THE ART' IRRIGATION EQUIPMENT SUCH AS MULTIPLE START TIMES FOR CONTROLLERS, ET BASED MASTER CONTROLLERS, 'RAIN SHUT OFF' DEVICE @ CONTROLLERS, PRESSURE AND REGULATING VALVE & LOW FLOW IRRIGATION BUBBLER & ROTOR HEADS UTILIZING DRIP SYSTEMS WHERE APPROPRIATE. 2. THIS LANDSCAPE DESIGN GROUPS PLANTS WITH SIMILAR WATER NEEDS TOGETHER INTO DISTINCT HYDROZONES OF VERY LOW, LOW & MEDIUM WATER USE AREAS. MINIMUM HIGH WATER USE PLANT MATERIALS SUCH AS LAWN OR SEASONAL COLOR BEDS WILL BE USED IN THIS PROJECT. THE LOWER HYDROZONES WHICH ARE MADE UP OF DROUGHT TOLERANT PLANT SPECIES COMPRISES 85% OF THE TOTAL LANDSCAPE AREA. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO GROUP SIMILAR HYDROZONES WITHIN THE SAME IRRIGATION VALVE. IN ADDITION A MINIMUM OF 3" LAYER WOOD FIBER MULCH IS USED OVER THE ENTIRE SHRUB AREAS TO RETAIN SOIL MOISTURE. WATER USE CALCULATIONS IRRIGATION MAINTENANCE SCHEDULE A REGULAR SCHEDULE SATISFYING THE FOLLOWING CONDITIONS SHALL INCLUDE THE FOLLOWING: 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT, RESETTING

THE AUTOMATIC CONTROLLER,
REPLENISHING MULCH, FERTILIZING, PRUNING AND WEEDING IN ALL LANDSCAPED AREAS. 2. WHENEVER POSSIBLE, REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS. WATER MANAGEMENT INFORMATION AJ EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 PRESSURE LOSS CHART CONTROLLER 'A' VALVE A-1 APPROX. FLOW = 21 GPM LATERAL LINE 2.00 PSI MAINLINE 1470 FT. @ 2" 6.17 PSI FITTINGS 2.50 PSI VALVE 3.10 PSI MATSTER VALVE/FLOW SENSOR/BFU 14.00 PSI WATER METER 1.5" 1.00 PSI ELEVATION CHANGE 2.00 PSI HEAD PRESSURE REQ. 20.00 PSI MIN. REQ. PRESSURE 50.77 PSI STATIC PRESSURE = 65.00 PSI RESIDUAL PRESSURE = 14.23 PSI NOTE: CONTRACTOR SHALL VERIFY EXACT STATIC PRESSURE. NOTIFY LAND. ARCH. IF STATIC PRESSURE IS LESS THAN 65 PSI. LI-2.0 1. THE PLANTING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS ARE APPROXIMATE PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO STARTING WORK. 2. PLANT QUANTITIES GIVEN IN THE LEGEND ARE APPROXIMATE AND FOR THE CONVENIENCE OF THE OWNER ONLY. 3. PRIOR TO PLANTING, CONSTRUCTION ADJACENT TO PLANTING AREAS SHALL BE COMPLETE AND IRRIGATION SYSTEMS INSTALLED AND OPERATIONAL. 4. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY REQUIRE INSTALLATION PRIOR TO CONSTRUCTION. COORDINATE THIS WORK THROUGH THE GENERAL CONTRACTOR. 5. TAKE SOIL SAMPLES AND SUBMIT WRITTEN REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE START OF SOIL PREPARATION PER THE SPECIFICATIONS. PRIOR TO AMENDING, THE SURFACE SOIL IN AREAS TO BE LANDSCAPED SHOULD BE RIPPED OR TILLED TO A MINIMUM 9" DEPTH TO ALLEVIATE COMPACTION UNIFORMLY BROADCAST AND BLEND THE FOLLOWING WITH EXISTING SOIL TO A 6" DEPTH. CONTRACTOR SHALL ALLOW FOR THE FOLLOWING: MATERIALS NITROGEN FORTIFIED ORGANIC AMENDMENT 4 CU. YARDS PER 1000 SQ. FT. COMPOST OR REDWOOD OR FIR SAWDUST FERTILIZER 8 LBS. AMMONIUM SULFATE 8 LBS. POTASSIUM SULFATE THE ABOVE SOIL PREPARATION SHALL BE INCLUDED WITHIN THE CONTRACTORS INITIAL BID. 6. THREE WEEKS PRIOR TO DELIVERY TO SITE, SUBMIT PHOTOS OF NURSERY STOCK TREES TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 7. INSTALL TREES AT STALL LINES IN PLANTING AREAS WHERE TREES MAY INTERFERE WITH PARKED CARS. 8. KEEP SHRUBS AND TREES A MINIMUM OF 3'-0" (OR AS INDICATED ON PLAN) FROM BACK OF PARKING CURBS TO ALLOW FOR CAR OVERHANG. 9. LANDSCAPE CONTRACTOR SHALL PERFORM A PERCOLATION CHECK FOR ALL TREE PLANTING PITS WHICH APPEAR TO HAVE A POTENTIAL DRAINAGE PROBLEM. THE TREE PLANTING PITS SHALL BE FILLED WITH WATER AND RE-CHECKED AFTER A 24-HOUR PERIOD. IF THERE IS NO SIGNIFICANT CHANGE IN THE WATER LEVEL, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO PROVIDE FOR ADEQUATE DRAINAGE PRIOR TO PLANTING. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON COMPLETION OF THE PERCOLATION TESTS IN ORDER TO DISCUSS APPROPRIATE DRAINAGE DETAILS. 10. REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 11. LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS (IF ANY) WHICH ARE DAMAGED DURING CONSTRUCTION PHASE. ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE AND CALIBER. 12. CONTRACTOR SHALL APPLY A 3" LAYER OF MULCH WITHIN PLANTING AREAS. SAMPLES OF MULCH WILL BE REQUIRED PRIOR TO APPLICATION. NOTE: MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 13. ANY TREE THAT HAS A ROOT SYSTEM WITH SURFACE RUNNERS OR A TREE LOCATED WITHIN 5 FEET OF A PUBLIC SIDEWALK SHALL BE INSTALLED WITH ROOT GUARDS. PLANTING NOTES 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5) STA. A-12 STA. A-12 STA. A13 STA. A-14 STA. A-15 STA. A-16 STA. A-17 STA. A-18 STA. A-19 STA. A-20 STA. A-21 STA. A-22 STA. A-23 STA. A-24 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
3 ROTOR
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
3 12 (15)
3 (4) 14 (20)
4 (5) 16 (24)
6 (6) 14 (24)
5 (5)
5-6-22

55.6 Hdrozone
Plant type
Plant
Factor
Irrigation
Method
Irrigation
Efficiency
ETAF
(PF/IE)
Landscape
Area sq.ft.

ETAF x
Area
Estimated Total
Water Use
(ETWU)
Low 0.2 Drip 0.81 0.25 36,793 9,084.69 313,167Moderate 0.35 Rotor 0.75 0.47 48,818 22,781.73 785,332Gravel 10,020 Totals 95,631 31,866.42 1,098,499Totals
0 1,098,4991,483,466
384,967
31,866.42
95,631

0.33 31,866.42
95,631

0.33 Regular Landscape Areas
Reference Evapotranspiration (ETo)
ETWU must be less than MAWA
Total Area
Average ETAF
Total ETAF x Area
Total Area
Site Average ETAF
Special Landscape Areas
ETWU Total
MAWA
Difference
MAWA (Annual Gallons Allowed) = ETo x 0.62 x ETAF x Area Total ETAF x Area
Reqular Landscape AreasAll Landscape Areas
   
 Packet Pg. 142
G SUB-SURFACE DRIP IRRIGATION DIAGRAM NTS 1. IRRIGATION MAIN LINE 2. DRIP VALVE ASSEMBLY (IN VALVE BOX) 3. PVC, POLYETHYLENE TUBING, OR DRIPLINE HEADER 4. COMPRESSION FITTINGS 5. XF SERIES DRIPLINE LATERALS (INLINE EMITTERS) 6. FLUSH VALVE 7. AIR RELIEF VALVE KIT IN VALVE BOX 18" O.C. (PREFERRED) DRIP KEY NOTES DRIPLINE LATERAL RUN LENGTH 1 2
4 3
6 3
4 7
5 18" O.C. 18" O.C. 3-4" EDGE OF PAVING 15" (TO FIRST DRIPLINE) PLAN VIEW LOAM SOIL 24" O.C. 24" O.C. 3-4" CLAY SOIL 12" O.C. 12" O.C. 3-4" SANDY SOIL NOTES: A. VALVE BOX SHALL BE STENCILED 'ECV' W/ 6" HIGH BY 1" LETTERS. THE PAINT SHALL BE GREEN, OIL BASED ENAMEL AND HAND PAINTED. B. PLACE AGGREGATE PRIOR TO INSTALLATION OF BOX. COVER VALVE BOX PIPE OPENINGS TO PREVENT SOIL ENTRY. C. INSTALL VALVE A MIN. OF 18" FROM STRUCTURES OR HARDSCAPING. D. INSTALL VALVE IN PLANT BEDS WHERE EVER POSSIBLE, NEXT TO SIDEWALKS. E. PLACE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. F. ADJACENT VALVES SHALL BE NO CLOSER THAN 48" APART. 5 6
3 7
4 3 12
1 8
910 11
4 3
5 7
8 17
2 6 15
1 12"
FLOW
18" MIN 11 10 12 FLOW13
18" MIN 14
9 16 NOTE: A. ALL PIPE FITTINGS SHALL BE BRASS UNLESS OTHERWISE NOTED. B. THE BACKFLOW PREVENTOR DEVICES AND INSTALLATIONS OF HEALTH SERVICES & WATER AGENCY. C. COAT ALL EXPOSED THREADS W/ AN APPROVED RUST INHIBITING SEALANT. D. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISH GRADE. E. EQUIPMENT TO BE INSTALLED A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPE. F. RADIUS ALL EXPOSED CONCRETE EDGES. G. WHEN UNIT IS NEXT TO A STRUCTURE (I.E. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1. PLASTIC VALVE BOX & LOCKING COVER. REFER TO SPECIFICATIONS FOR TYPE. 2. TO SPRINKLER- ANGLE PIPE TO SPECIFIED DEPTH W/ 45 ELLS. 3. SCHEDULE 40 PVC MALE ADAPTOR. 4. WIRE SPLICES SHALL BE SCOTCH LOC PEN TITES OR APPROVED EQUAL W/ EXPANSION LOOPS INSTALLED. 5. FINISH GRADE. 6. PIG TAIL EXPANSION LOOP (MIN. 24-INCHES LONG.) 7. ELECTRIC VALVE. 8. 2" X 4" X 8" CONC. BLOCKS 9. 6-INCH THICK OF 3 4" WASHED CRUSHED AGGREGATE. 10. CONTROL & COMMON WIRES. 11. PRESSURE SUPPLY LINE. 12. 1 2" IN LAWN AREAS, 1-INCH IN PLANTING BEDS. DRIP VALVE ASSEMBLY B NTS

A REMOTE CONTROL VALVE NTS BACKFLOW DEVICE
J NTS 1. PRESSURE REGULATOR. 2. BACKFLOW PREVENTOR ASSEMBLY 3. BRASS NIPPLE-TYPICAL (4) PLACES. 4. BRASS 90 DEGREE ELL-TYPICAL (2) PLACES. 5. BRASS NIPPLE. 6. BRASS WYE STRAINER W/ 30 MESH MONEL SCREEN. 7. 4-INCHES THICK, 36-INCHES LONG, 32 INCHES WIDE CONCRETE PAD SLOPE PAD TO DRAIN 2% MIN. 2,000PSI MIN. 8. FINISH GRADE. 9. 90% COMPACTION REQUIRED. 10. BRASS NIPPLE-TYPICAL (2) PLACES. 11. SCH 80 PVC COUPLING (TYP.) 12. SCH 40 PVC MALE ADAPTORS TYPICAL(2) PLACES. 13. PRESSURE SUPPLY LINE. 14. SCH 40 PVC 90 DEGREE ELL (2) PLACES. 15. BRASS UNION. 16. LINE FROM WATER SOURCE. 17. INSTALL PROTECTIVE STEEL CAGE PER PLAN. 2 1 2
3 4
5 6
7 898 10 11 12 13 14 15 16 17 18 1. FINISH GRADE/TOP OF MULCH 2. VALVE BOX WITH COVER: RAIN BIRD VB-STD 3. DRIP REMOTE CONTROL VALVE: RAIN BIRD 150 PESB (INCLUDED IN XCZ-PRB-150-COM KIT) 4. ID TAG 5. WATERPROOF CONNECTION: RAINBIRD DB SERIES 6. 30-INCH LINEAR LENGTH OF WIRE, COILED. 7. PRESSURE REGULATING QUICK CHECK BASKET FILTER: RAINBIRD PRB-QKCHK-100 (INCLUDED IN XCZ-PRB-150 COM KIT) 8. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 9. PVC SCH 40 ELL 10. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 11. PVC SCH 40 TEE OR ELL 12. MAINLINE PIPE 13. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 14. PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN XCZ-PRB-150-COM KIT) 15. PVC SCH 40 TEE (INCLUDED IN XCZ-PRB-150-COM KIT) 16. PVC SCH 40 ELL (INCLUDED IN XCZ-PRB-150-COM KIT) 17. PVC SCH 40 FEMALE ADAPTOR 18. LATERAL PIPE. WALL MOUNT IRRIGATION CONTROLLER, INSTALL PER MANUFACTURER'S INSTRUCTIONS. 1 120 V. AC POWER SUPPLY CONDUIT (NON-SWITCHED POWER) 2 JUNCTION BOX.
3 2
1 4 2" PVC CONDUIT FOR CONTROL WIRES.
5 SWEEP ELL.6 DIRECT BURIAL WIRES TO VALVES.7 FINISH GRADE. 10 1 9 7
6 4
5 2
3 8 12" MIN. 60"
8 EXTERIOR BUILDING SLAB.9 BUILDING WALL. LOCATE IN PROTECTIVE STAINLESS STEEL WALL MOUNTED ENCLOSURE BY 'STRONG BOX' OR APPROVED EQUAL. 10 H NTS WALL MOUNTED IRR. CONTROLLER

D QUICK COUPLER VALVE NTS
3 1 2
8 4
5 7
6 1'-0"
8 ELEVATION 10 BELOW GRADE PIPING INSTALLATION RAINBIRD OR APPROVED EQUAL QUICKCOUPLING VALVE SHALL BE 2" BELOW VALVE BOX COVER. 1 APPROVED VALVE BOX 10" LOCKING CARSON OR EQUAL. STENCILED WITH 6" HIGH X 1" WIDE "Q" ON LID AND ADJACENT CURB TOP AND FACE WITH FEDERAL SAFETY GREEN ENAMEL. 23 FINISHED GRADE. STAINLESS STEEL CLAMPS OR STEEL CLAMPS (COMMERCIAL QUALITY GALVANIZED OR CADMIUM PLATED)- TWO REQUIRED.
4 PRESSURE LINE FITTING LENGTH AS REQUIRED SCH. 80 PVC RISER.5 3 4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE STAKE.
67 PVC NIPPLE (12" LONG).8 P.V.C STREET ELL.9 PEA GRAVEL. 2 CUBIC FEET. PRESSURE SUPPLY LINE. 18" BELOW FINISHED GRADE. 10 9 FLOW SENSOR KEY NOTES: 1. LOCKABLE VALVE BOX, HEAT BRANDED WITH COMPONENT NAME. PROVIDE WATER ID TAG ON ALL VALVES 2. FLOW SENSOR PER LEGEND. CONNECT WIRES PER MANUF. SPECS. 3. DISTANCE PER MANUFACTURER'S SPECS. 4. GRAVEL. 5. MASTER VALVE PER IRRIG. LEGEND. 6. MAIN LINE TO SYSTEMS. 7. MAIN LINE TO P.O.C. 8. WATER ID TAG 1 2 3
4 4
5 6
7 8
1 8
M FLOW SENSOR/ MASTER VALVE INSTALLATION NTS NOTES: 1. ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE SPECIFIED. 2. QUICK COUPLER VALVE BOX IN LAWN AREAS SHALL BE SET AT GRADE. 3. QUICK COUPLER VALVE BOX IN SHRUB AREAS SHALL BE SET AT 4" ABOVE GRADE. 4. PIPE SIZE FROM MAIN LINE SHALL MATCH QUICK COUPLER INLET DIAMETER. 5. SIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING. 6. SCHEDULE 80 PLASTIC PIPE SHALL BE USED ABOVE FINISHED GRADE. 3 5
4 LEGEND:
6 7
1 2
9 12" MIN
8 TYP3" GATE VALVE
C 1. 1/2" IN LAWN AREAS, 1" IN PLANT BEDS. 2. ROUND PLASTIC VALVE BOX W/ LOCKING PLASTIC COVER MARKED "GATE VALVE" (REFER TO SPECIFICATIONS FOR TYPE). 3. FINISH GRADE. 4. KING BROS. IND. GATE VALVE OR APPROVED EQUAL SLIP FIX 5. TXT- NIPPLE 6. SCH 40 PVC MALE ADAPTORS. SLIP-FIX CONNECTION 7. 2"X4"X8" CONCRETE BLOCKS. 8. 1" WASHED CRUSHED AGGREGATE OVER WIRE MESH. 9. SUPPLY LINE. PLASTIC LOCKING VALVE BOX & LID HEAT BRANDED W/'GATE VALVE W/SS. BOLT 1 23456
36" MIN. DEPTH
2"
CLR 6" NOTES: A. ALL SLEEVES TO BE PVC. SCH. 40 AND TWICE THE DIAMETER OF THE WORKING PIPE. B. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. C. SLEEVE SHALL BE IDENTIFIED WITH MARKING TAPE INSTALLED 12" FROM THE SURFACE INDENTIFYING TYPE OF LINE WITH APWA STANDARD "CAUTION WATERLINE BURIED BELOW" IN BLUE OR "CAUTION RECYCLED WATERLINE BURIED BELOW' IN PURPLE. D. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. 1. HARDSCAPE SURFACE. 2. CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6-INCHES LIFTS. 3. LATERAL LINE WITH SLEEVE. 4. PRESSURE MAIN LINE WITH SLEEVE. 5. CLEAN SAND. 6. CONTROL WIRES & COMPUTER HARDWARE WIRE SLEEVE.

F IRRIGATION SLEEVING NTS
1 FINISH GRADE. CLEAN COMPACTED BACKFILL.
2 NON-PRESSURE LATERAL LINE.3 PRESSURE SUPPLY LINE. SNAKE PIPE IN TRENCH.45 PROVIDE 2" OF CLEAN BACKFILL. CONTROL WIRES. BUNDLE AND TAPE AT 15' O.C. AND INSTALL BELOW PRESSURE SUPPLY LINE.6 12" MIN.
18" MIN.
1 2
4 3 6" TYP
6 5
E PIPE TRENCHING NOTES: A. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTION. NTS PURPLE IF RECYCLED WATER ONLY NTS 24" 6"
5 4
1 3
6 1. WALKWAY, CURB, OR HEADER. 2. SHRUB BUBBLER NOZZLE PER LEGEND. 3. 6-INCHES POP-UP BODY (INSTALL 1 4" ABOVE F.G.) 4. FINISHED GRADE. 5. TRIPLE SWING JOINT REQUIRED. 6. LATERAL LINE (TEE OR ELL) 2 POP-UP BUBBLER AT TREE
I NTS
2 4
3 1
8 6
X
2X
7 5 1. ROOT BALL - DO NOT COMPACT ROOT BALL SOIL. ALLOW ROOT BALL TO SETTLE TO FINISHED GRADE. 2. FINISHED GRADE. 3. ROCK/MULCH. 4. 3-INCH BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. 5. NATIVE SOIL. 6. GROW POWER PLANT TABS PER MANUFACTURERS RECOMMENDATIONS. 7. PREPARED SOIL MIX. PLANT PIT TO BE 1 1 2" TIMES THE WIDTH OF THE ROOT BALL. 8. SHRUB TRUNK. SHRUB PLANTING L NTS 2 1/2X ROOTBALL DIAMETER TREE PLANTING (DOUBLE STAKE) SOIL NATIVE FIRM ROOTBALL DEPTH TOP OF ROOTBALL IS TO BE PLACED AT 2" ABOVE FINISH GRADE. THE FINISH GRADE IS TO BE LEVEL WITH TOP OF CONC. CURB OR SIDEWALK. 2 CREATE 3" HIGH WATERING BASIN BERM. ALLOW FOR 48" DIA. OF 1" THICK SHREDDED BARK MULCH WITHIN WATERING BASIN BERM. 12 RUBBER OR VINYL CINCH TIE OR APPROVED EQUAL. SCREWED W/GALV. SCREWS STAKE WITH ROOF NAIL. NO HOSE AND WIRE. PLACE TIE 6" ABOVE TOP FLEX POINT ON TREE TRUNK. (2 LOCATIONS)3 2" LODGEPOLE PINE TREE STAKE TREATED W/ COPPER NAPTHANATE. 2" DIA. BY 8' LENGTH FOR 15 GAL. TREE. AND BY 10' LENGTH FOR 24" BOX TREE. STAKES ARE TO BE INSTALLED IN A "v" CONFIGURATION. SEE DIAGRAM TO RIGHT45 NATIVE SOIL BACKFILL 5 6
6 BACKFILL MIX NOTE: FLOOD THE ROOT ZONE AFTER PLANTING TO REMOVE AIR AND SETTLE SOIL. 3 APPLY A 1-2" LAYER OF SHREDDED BARK MULCH WITHIN WATERING BASIN. 7 7 1
3 K
4 NOTE: STAKE PLACEMENT SHALL NOT DAMAGE TRUNK OR BRANCHES OR PIERCE ROOTBALL. TIE STAKES INTO TREE AT CANOPY NOTE: STAKE PLACEMENT SHALL NOT PIERCE ROOTBALL N.T.S. WYE STRAINER SHALL BE ON BACKFLOW RISER TO SHORTEN LENGTH OF ASSEMBLY. IRRIGATION & PLANTING DETAILS AJ/AP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 LI-3.05-6-22    
 Packet Pg. 143
I. SCOPE OF WORK A. the Contractor shall provide all labor, tools, machinery, and processes necessary to install a complete irrigation system as shown on the plans and/or specified herein. When completed the irrigation system shall be a 100 % coverage system in a total functioning manner. II. GENERAL REQUIREMENTS A. VERIFICATION OF DIMENSION 1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions. Spacing of irrigation heads, location of valves and vacuum breakers, and proposed P.O.C. Shall be as indicated on the drawings. Any deviation from the plans must have the approval of the Owner's Representative or the Landscape Architect. B. VERIFICATION OF FINISH GRADE 1. The Contractor shall inspect the site and check all finish grades within the work area in order to insure the proper soil coverage (as specified) of irrigation system pipes. C. WATER SUPPLY 1. The Contractor shall verify and be familiar with the source of water supply to the irrigation system as indicated on the drawings and verify available water pressure. Ifpressure is less than what has been designed with, the Contractor is to notify the Owner's Representative or the Landscape Architect. D. PERMITS AND FEES 1. The Contractor shall apply and pay for all necessary permits and fees required in the pursuit of his work as required by the governing codes. E. CARE OF EXISTING BUILDINGS AND SITE 1. The Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises and contiguous property. Any part of them injured, damaged or disturbed because of his work shall berepaired, replaced or cleaned by him at his expense. F. REVIEW OF DRAWINGS 1. It is the Contractor's responsibility to review irrigation drawings and note any areashe believes additional heads or valves are required prior to submitting a bid. If no changes are submitted, the Contractor is responsible for full coverage of the irrigation system and providing additional equipment as necessary at the Contractor's expense. G. GOVERNING REGULATION 1. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the irrigation contractor. H. DIAGRAMMATIC DESIGN 1. This design is diagrammatic. All pipe, valves, etc. shown within paved areas are fordesign clarification only and shall be installed in planting areas where possible. Never install backflow preventers in lawn areas, always in shrub areas. I. INSTALLATION 1. All irrigation materials shall be installed in accordance with the techniques and specifications set forth by each respective manufacturer. All pertinent descriptive literature issued by these manufacturers becomes part of these specifications after having been approved by the Owner's authorized representative. Such installation practices shall be followed only if the directions of the irrigation drawings and specifications do not thoroughly and completely order the methods or techniques to be followed. Install all equipment and materials as shown in details. J. SITE PROBLEMS 1. The irrigation contractor shall not willfully install the sprinkler system as indicated on drawings when it is obvious in the field that there are unknown obstructions, gradedifferences, and/or discrepancies in the area dimensions until such conditions are brought to the attention of the Landscape Architect. I II. MATERIALS Irrigation materials and equipment shall be of type, size and location as noted and indicated on the drawings. Unless permission to change is granted from the Landscape Architect or Owner's Representative, materials are to be new and in perfect condition. No deviations from the specifications shall be allowed. The decision of the Landscape Architect shall be final in the determination of the quality of materials. A. PIPE TRENCHING 1. The Contractor shall verify exact locations of all existing subsurface utilities (mechanical and electrical) prior to excavation. Any A.C. paving concrete work, etc.

Destroyed or damaged by any work under the contract shall be repaired or replaced at the Contractor's expense. 2. Trenches for pipe shall be cut to required grade line at a true gradient to provide uniform support for the full length of pipe. 3. Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as noted on the drawings. B. JOINING PIPE 1. The Contractor is responsible to be familiar with the methods of assembling, joining, and installing the various type of pipe to be used. He will adhere in strict accordance with the manufacturer's recommended procedures. 2. No PVC pipe shall be threaded and all transition from PVC to metal piping shall be by PVC male thread adaptor fitting. C. BACKFLOW PREVENTER 1. The backflow prevention device specified herein shall be verified with Local Plumbing and Health Codes. In the event of any conflict on the device or installation methods the Landscape Architect shall be notified PRIOR TO BID OPENING. D. TESTS 1. All main lines and lateral lines which have glued joists under paving in the system shall be capped and pressure tested at 150 psi. 2. Pressure shall be sustained in the lines for not less than two (3) hours. If leaks develop the joints shall be replaced and the test repeated until the entire system is watertight. 3. Tests shall be observed and approved by Owner's representative prior to backfill. 4. When the irrigation system is completed (and before planting is begun) the Contractor in the presence of the Owner's representative shall test the coverage of water afforded the lawn and planting areas as complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage disclosed. 5. The Contractor shall inform the Owner's representative of any deviation from the plan required by wind, planting, soil or site condition that bear on present coverage. E. IRRIGATION HEAD INSTALLATION 1. Shrubbery or groundcover spray heads adjacent to curbs or walks shall be installed 6" away from the curb or walk and the nozzle shall be 6" above finished grade. Pop-up shrub heads are to be set flush with grade. 2. Shrubbery spray heads adjacent to buildings, fences, or similar structures shall be installed 6" away from the structure and the nozzle shall be 6" above finished grade.

Shrubbery spray heads not near paving or structures shall be set 6" above finish grade, or as stated on drawings. 3. All irrigation heads are to have swing joints as detailed. 4. Install all irrigation heads per details. F. IRRIGATION HEAD ADJUSTMENTS 1. The irrigation contractor shall flush and adjust all irrigation heads for optimum performance and to prevent overspray onto walks and buildings as much as possible.

This shall include selecting the best degree of arc to fit existing site situations. G. CLOSING IN UNINSPECTED WORK 1. The Contractor shall not allow or cause any of his work to be covered or enclosed until it has been inspected, tested and approved by an authorized representative of the Owner. Should any of his work be enclosed or covered before such inspection and test he shall uncover the work at his own expense and after it has been inspected, tested, and approved shall make all repairs with like materials necessary to restore all his workand that of other Contractors to its original condition. H. BACKFILLING 1. Backfill shall not be placed until the installed sprinkler system has been inspectedand approved by the Owner's representative. 2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials to protect the pipe from the clods or rocks, the remaining excavated dirt can be used asbackfill. The Contractor shall not place detrimental subsoil in the top 6" of backfill. 3. If settlement occurs and adjustments in pipes, valves, sprinkler heads or sod arenecessary to bring the system to proper working order, the Contractor shall as a part of the work under this contract make all the necessary adjustments without extra cost to the Owner. I. AUTOMATIC CONTROLLER AND VALVES 1. A 120 volt electrical power outlet to the controller shall be provided by others. The irrigation Contractor shall be responsible for making the hook-up from the outlet to the controller. 2. All wire from the controller to electric control valves shall be solid copper U.F. +14=600 volt direct burial. Use white wire for common, blue for lawn systems, black for shrub systems and red for moisture sensor control wire install in common trench with main line pipe where possible. Provide minimum 18" cover. 3. Wire connections shall be made with "Scotch-Look" wire connector sealing packs #3576 or equal. 4. There shall be a control wire from each control valve running to the controller and each control valve shall be connected to the common ground. 5. All electrical work shall comply with applicable codes. 6. Install all valves per details. J. MOISTURE SENSOR INSTALLATION (IF APPLICABLE) 1. All installations and wiring is to be done by the Contractor in compliance with installation and Operating Instruction enclosed with the moisture sensors. V. RECORD DRAWINGS (AS BUILTS) 1. The landscape contractor shall request in writing from the landscape architect the documents necessary to proceed with the preparation of the as-built. 2. The Contractor shall dimension from two (2) permanent points of reference, buildingcorners, sidewalk, or road intersections, etc., the locations of the following items:
(1) Connection to existing water lines.(2) Connection to existing electrical power.(3) Gate valves. (4) Routing of sprinkler pressure lines (dimension max. 100' along routing).(5) Sprinkler control valves.(6) Routing of control wiring.(7) Quick coupling valves.(8) Other related equipment as directed by the Architect. 3. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. A. CONTROLLER CHARTS 1. Do not prepare charts until record drawings have been approved by the Landscape Architect and/or Owner. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual as-built system. However in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a reduced copy of irrigation as-built and the area of coverage for each station shall be clearly identified on each sheet. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10 mils thick. 7. These charts shall be completed and approved prior to final inspection of the irrigation system. B. OPERATION AND MAINTENANCE MANUALS 1. Provide one individually bound manual detailing operation and maintenance requirements for irrigation systems. Assemble material in vinyl covered 3-ring binders. Provide the following in each manual: a. Catalog and parts sheets on every material and equipment installed under this Contract. b. The Contractor shall submit a statement or guarantee and its duration. c. Complete operating and maintenance instructions on all major equipment. Equipment list (provide the following for each item): · Manufacturer's name. · Make and model number.· Name and address of local manufacturer's representative.· Spare parts list in detail. d. Detailed operating and maintenance instructions for major equipment. e. In addition the above-mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect as rendered. f. Index sheet, stating irrigation contractor's name, address, telephone number and name of person to contact. C. EQUIPMENT TO BE FURNISHED Supply as a part of this Contract the following tools: 1. two sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. 2. Two five-foot valve keys for operation of gate valves. 3. Two keys for each automatic controller. 4. Six Quick coupler keys and matching hose swivels for each type of quick coupling valve installed. The above-mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Architect. VI. CLEAN-UP A. SCOPE AND FREQUENCY A. After all installation operations have been completed remove all trash, excess soil and rubbish from the property. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition, throughout the site. The Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shall be removed completely from the site. VII. GUARANTEE A. The guarantee for the sprinkler irrigation shall be made in accordance with the form shown below. A copy of the guarantee form shall be included in the operations and maintenance manual. The guarantee form shall be re-typed onto the Contractor'sletterhead and contain the following information:

GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect expected. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: LOCATION: SIGNED: Contractor ADDRESS: PHONE: DATE OF ACCEPTANCE: B. INSTRUCTION After the system has been completed and the connections made the Contractor shall instruct the Owner or his representative in the operations and maintenance of the system. C. TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the irrigation system equipment in operating condition. The exerciseof this right by the Owner shall not relieve the Contractor of his responsibility under the terms of the guarantee as herein specified. IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS AJ EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 LI-4.05-6-22    
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TREES SYMBOL TREE NAME QTY. WUCOLS PROPOSED STREET TREE ALONG INDUSTRIAL PARKWAY PLATANUS RACEMOSA, CALIFORNIA SYCAMORE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 21 M NEW WASHINGTONIA ROBUSTA, MEXICAN FAN PALM 12 FT. B.T.H. 'SKINNED' BACKFILL WITH SAND AS REQUIRED. 6 M CERCIDIUM X. 'DESERT MUSEUM', DESERT MUSEUM 36" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 11 L LAGERSTROEMIA I. 'WATERMELON RED', CRAPE MYRTLE 24" BOX SIZE. DOUBLE STAKE. 11 M ULMUS PARVIFOLIA 'TRUE GREEN', EVERGREEN ELM 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE INSTALL WITH DEEP ROOT PANELS. 12 L QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 6 L TRISTANIA CONFERTA, BRISBANE BOX 15 GAL. SIZE. STANDARD TRUNK. DOUBLE STAKE 12L PLANTING LEGEND NOTE: FINAL LOCATIONS OF ALL TREES SHALL CONFIRM FINAL LOCATIONS IN THE FIELD. EXISTING WASHINGTONIA PALMS SHALL REMAIN. CLEAN & SHAPE AS REQUIRED. PROTECT IN PLACE. COORDINATE IN FIELD WITH LANDSCAPE ARCHITECT. (E) 12" WATER LINE MATCH LINE TO SHEET LP-1.2 TERMINAL BUILDING
PALMA AVE.

INDUSTRIAL PARKWAY TRUCK YARD R.O.W.
20'-0"
BLDG.

STBK. P.L. 10' EASEMENT TO PT&TC
80'

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K MATCH LINE TO SHEET LP-1.4 LIMIT OF PLANTING. VERIFY IN FIELD. 2 C TYP. DROUGHT TOLERANT PLANTING PER LEGEND. SHRUBS SYMBOL NAME QTY. WUCOLS DODONAEA V. 'PURPUREA', PURPLE HOPSEED BUSH 5 GAL. SIZE. 7 L WESTRINGIA FRUTICOSA, COAST ROSEMARY 5 GAL. SIZE. 137L LEUCOPHYLLUM F. 'TEXAS RANGER', TEXAS RANGER 5 GAL. SIZE. 10L LIGUSTRUM TEXANUM, TEXAS PRIVET 5 GAL. SIZE. 276L CALLISTEMON 'LITTLE JOHN', DWARF BOTTLE BRUSH 5 GAL. SIZE. 118L HETEROMELES ARBUTIFOLIA, TOYON 5 GAL. SIZE. 140L ACCENT SUCUCLENTS SYMBOL NAME QTY. WUCOLS AGAVE 'BLUE GLOW', BLUE GLOW AGAVE 5 GAL. SIZE. 11L AGAVE 'MEDIOPICTA ALBA', WHITE-STRIPED CENTURY PLANT 5 GAL. SIZE. 12L ALOE STRIATA, CORAL ALOE 5 GAL. SIZE. 31L AGAVE AMERICANA 'VARIEGATA', CENTURY PLANT 5 GAL. SIZE. 30L GROUND COVERS SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', PROSTRATE ROSEMARY 1 GAL. SIZE @ 30" O.C.

L LANTANA CAMARA 'NEW GOLD', YELLOW LANTANA
1 GAL. SIZE @ 30" O.C.

L SALVIA GREGGII, AUTUMN SAGE
1 GAL. SIZE @ 36" O.C.

L MUHLENBERGIA RIGENS, DEER GRASS
1 GAL @ 42" O.C.

L SALVIA CLEVLANDII, CLEVLAND SAGE
5 GAL @ 48" O.C.

L BACCHARIS PILULARIS, COYOTE BRUSH
1 GAL. SIZE @ 24" O.C.

L PROPOSED SLOPE PLANTING ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. APPLY MULCH BETWEEN ALL PLANTS.

L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. 1. ALL TREES LOCATED 5' OR LESS TO CURB, WALKWAY OR WALL SHALL BE INSTALLED WITH DEEP ROOT BARRIER PANELS. 18" MIN. DEPTH X 10' WIDE PANEL. REFER TO DETAIL 'A', SHEET LP-1.2. 2. LANDSCAPE HEADER, 316"X4" HT. STEEL EDGING 'DURAEDGE' BY J D RUSSELL CO. OR APPROVED EQUAL. 3. STABILIZED COMPACTED DECOMPOSED GRANITE PAVING PER NON-ORGANIC MULCH LEGEND. REFER TO DETAIL 'D', SHEET LP-1.2. 4. CRUSHED GRAVEL 3 4" SIZE WITH FILTER FABRIC. CONSTRUCTION KEY NOTES: A. TYP. SCREEN WALL PER ARCH. DWGS. B. ELECTRICAL TRANSFORMER. C. SIDEWALK PER CIVIL DWGS. D. CHAIN-LINK FENCING PER ARCH. DWGS. E. BASIN PER CIVIL DWGS. F. EMERGENCY VEHICLE ACCESS ONLY. G. CONCRETE WALKWAY PER CIVIL DWGS. H. TRASH ENCLOSURE PER ARCH. DWGS. I. GATE PER ARCH. DWGS. J. BIKE RACK PER ARCH. DWGS. K. TILT UP SCREEN WALL PER ARCH. DWGS. REFERENCE KEY NOTES: NON-ORGANIC MULCH LEGEND SYMBOL DESCRIPTION COMPACTED DECOMPOSED GRANITE PAVING. 3 8" MAX. SIZE 'DESERT GOLD' COLOR. PROVIDE SAMPLE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANAP EXP. 11-30-23 P O
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INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 WUCOLS PLANT FACTOR THIS PROJECT IS LOCATED IN 'WUCOLS' REGION '4-SOUTH INLAND VALLEY'. H = HIGH WATER NEEDS M = MODERATE WATER NEEDS L = LOW WATER NEEDS VL= VERY LOW WATER NEEDS LP-1.15-6-22    
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TREES SYMBOL TREE NAME QTY. WUCOLS PROPOSED STREET TREE ALONG INDUSTRIAL PARKWAY PLATANUS RACEMOSA, CALIFORNIA SYCAMORE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 21 M NEW WASHINGTONIA ROBUSTA, MEXICAN FAN PALM 12 FT. B.T.H. 'SKINNED' BACKFILL WITH SAND AS REQUIRED. 6 M CERCIDIUM X. 'DESERT MUSEUM', DESERT MUSEUM 36" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 11 L LAGERSTROEMIA I. 'WATERMELON RED', CRAPE MYRTLE 24" BOX SIZE. DOUBLE STAKE. 11 M ULMUS PARVIFOLIA 'TRUE GREEN', EVERGREEN ELM 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE INSTALL WITH DEEP ROOT PANELS. 12 L QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 6 L TRISTANIA CONFERTA, BRISBANE BOX 15 GAL. SIZE. STANDARD TRUNK. DOUBLE STAKE 12L PLANTING LEGEND NOTE: FINAL LOCATIONS OF ALL TREES SHALL CONFIRM FINAL LOCATIONS IN THE FIELD.

A R.O.W. 13' SCE EASEMENT (NO TREE PLANTING)
A'
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INDUSTRIAL PARKWAY TERMINAL BUILDING(E) 12" WATER LINE
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K REFER TO SECTION 'A-A', THIS SHEET MATCH LINE TO SHEET LP-1.3 TYP. SHRUB HEDGE PER LEGEND. 2 2 NON-ORGANIC MULCH LEGEND SYMBOL DESCRIPTION COMPACTED DECOMPOSED GRANITE PAVING. 3 8" MAX. SIZE 'DESERT GOLD' COLOR. PROVIDE SAMPLE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. A. TYP. SCREEN WALL PER ARCH. DWGS. B. ELECTRICAL TRANSFORMER. C. SIDEWALK PER CIVIL DWGS. D. CHAIN-LINK FENCING PER ARCH. DWGS. E. BASIN PER CIVIL DWGS. F. EMERGENCY VEHICLE ACCESS ONLY. G. CONCRETE WALKWAY PER CIVIL DWGS. H. TRASH ENCLOSURE PER ARCH. DWGS. I. GATE PER ARCH. DWGS. J. BIKE RACK PER ARCH. DWGS. K. TILT UP SCREEN WALL PER ARCH. DWGS. 1. ALL TREES LOCATED 5' OR LESS TO CURB, WALKWAY OR WALL SHALL BE INSTALLED WITH DEEP ROOT BARRIER PANELS. 18" MIN. DEPTH X 10' WIDE PANEL. REFER TO DETAIL 'A', SHEET LP-1.2. 2. LANDSCAPE HEADER, 316"X4" HT. STEEL EDGING 'DURAEDGE' BY J D RUSSELL CO. OR APPROVED EQUAL. 3. STABILIZED COMPACTED DECOMPOSED GRANITE PAVING PER NON-ORGANIC MULCH LEGEND. REFER TO DETAIL 'D', SHEET LP-1.2. 4. CRUSHED GRAVEL 3 4" SIZE WITH FILTER FABRIC. CONSTRUCTION KEY NOTES: REFERENCE KEY NOTES:
1 INDUSTRIAL PARKWAY2
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R.O.W. 1. SIDEWALK PER CIVIL DWGS. 2. NEW STREET TREE ALONG INDUSTRIAL PARKWAY 3. ASSORTED LAYERED DROUGHT TOLERANT GROUND COVER AND SHRUB MASSES PER LEGEND 4. WALL PER CIVIL DWGS. 5. SCREEN SHRUB PER LEGEND. SECTION B-B' KEY NOTES: UTILITY EASEMENT SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANAP EXP. 11-30-23 P O
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INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 WUCOLS PLANT FACTOR THIS PROJECT IS LOCATED IN 'WUCOLS' REGION '4-SOUTH INLAND VALLEY'. H = HIGH WATER NEEDS M = MODERATE WATER NEEDS L = LOW WATER NEEDS VL= VERY LOW WATER NEEDS LP-1.2 SECTION A-A' SCALE: 1/8" = 1'-0" *REFER TO PLANTING LEGEND ON SHEET LP-1.1 1. THICKENED CONC. EDGE OR NEW STREET CURB. 2. INSTALL DEEP ROOT BARRIER PANELS AT BACK OF WALKWAY AND CURB FOR ALL NEW TREES. 3. LINEAR DEEP ROOT BARRIER PANEL. INSTALL 1 2" ABOVE FINISH GRADE. 8-FT LONG X 24-IN. WIDE PANELS. 4. TREE ROOT BALL. ROOT-BARRIER KEY NOTES:
1 24" MAX.
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4 D.G. & BENDER BOARD 5-6-22
   
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TREES SYMBOL TREE NAME QTY. WUCOLS PROPOSED STREET TREE ALONG INDUSTRIAL PARKWAY PLATANUS RACEMOSA, CALIFORNIA SYCAMORE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 21 M NEW WASHINGTONIA ROBUSTA, MEXICAN FAN PALM 12 FT. B.T.H. 'SKINNED' BACKFILL WITH SAND AS REQUIRED. 6 M CERCIDIUM X. 'DESERT MUSEUM', DESERT MUSEUM 36" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 11 L LAGERSTROEMIA I. 'WATERMELON RED', CRAPE MYRTLE 24" BOX SIZE. DOUBLE STAKE. 11 M ULMUS PARVIFOLIA 'TRUE GREEN', EVERGREEN ELM 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE INSTALL WITH DEEP ROOT PANELS. 12 L QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 6 L TRISTANIA CONFERTA, BRISBANE BOX 15 GAL. SIZE. STANDARD TRUNK. DOUBLE STAKE 12L PLANTING LEGEND NOTE: FINAL LOCATIONS OF ALL TREES SHALL CONFIRM FINAL LOCATIONS IN THE FIELD. 42' MULTI-PURPOSE EASEMENT 10' EASEMENT TO PT&TC SCE EASEMENT P.L. 10' BLG. STBK 10' BLDG.

STBK TRUCK YARD TERMINAL BUILDING 10'-0" SCE EASEMENT (NO TREE PLANTING THIS AREA) P.L.

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4 G SHRUBS SYMBOL NAME QTY. WUCOLS DODONAEA V. 'PURPUREA', PURPLE HOPSEED BUSH 5 GAL. SIZE. 7 L WESTRINGIA FRUTICOSA, COAST ROSEMARY 5 GAL. SIZE. 137L LEUCOPHYLLUM F. 'TEXAS RANGER', TEXAS RANGER 5 GAL. SIZE. 10L LIGUSTRUM TEXANUM, TEXAS PRIVET 5 GAL. SIZE. 276L CALLISTEMON 'LITTLE JOHN', DWARF BOTTLE BRUSH 5 GAL. SIZE. 118L HETEROMELES ARBUTIFOLIA, TOYON 5 GAL. SIZE. 140L ACCENT SUCUCLENTS SYMBOL NAME QTY. WUCOLS AGAVE 'BLUE GLOW', BLUE GLOW AGAVE 5 GAL. SIZE. 11L AGAVE 'MEDIOPICTA ALBA', WHITE-STRIPED CENTURY PLANT 5 GAL. SIZE. 12L ALOE STRIATA, CORAL ALOE 5 GAL. SIZE. 31L AGAVE AMERICANA 'VARIEGATA', CENTURY PLANT 5 GAL. SIZE. 30L GROUND COVERS SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', PROSTRATE ROSEMARY 1 GAL. SIZE @ 30" O.C.

L LANTANA CAMARA 'NEW GOLD', YELLOW LANTANA
1 GAL. SIZE @ 30" O.C.

L SALVIA GREGGII, AUTUMN SAGE
1 GAL. SIZE @ 36" O.C.

L MUHLENBERGIA RIGENS, DEER GRASS
1 GAL @ 42" O.C.

L SALVIA CLEVLANDII, CLEVLAND SAGE
5 GAL @ 48" O.C.

L BACCHARIS PILULARIS, COYOTE BRUSH
1 GAL. SIZE @ 24" O.C.

L PROPOSED SLOPE PLANTING ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. APPLY MULCH BETWEEN ALL PLANTS.

L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. DETENTION BASIN BOTTOM SHALL RECEIVE A HYDROSEED MIX CONSISTING OF THE FOLLOWING: · ACHILLEA MILLEFOLIUM 1.0 LBS/ ACRE · ESCHSCHOLZIA CAESPITOSA 1.0 LBS/ ACRE· JUNCUS BUFONIUS 1.0 LBS/ ACRE· LEYMUS TRITICODIDESRIO 6.0 LBS/ ACRE· DESCHAMSIA DESPITOSA 4.0 LBS/ ACRE· FESTUCA RUBRA 'MOLATE' 10.0 LBS/ ACRE· HORDEUM BRACHYANTHERUM 6.0 LBS/ ACRE· MUHLENBERGIA RIGENS 1.0 LBS/ ACRE· MUHLENBERGIA MICROSPERMA 3.0 LBS/ ACRE· HORDEUM DEPRESSUM 3.0 LBS/ ACRE NON-ORGANIC MULCH LEGEND SYMBOL DESCRIPTION COMPACTED DECOMPOSED GRANITE PAVING. 3 8" MAX. SIZE 'DESERT GOLD' COLOR. PROVIDE SAMPLE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. 1. ALL TREES LOCATED 5' OR LESS TO CURB, WALKWAY OR WALL SHALL BE INSTALLED WITH DEEP ROOT BARRIER PANELS. 18" MIN. DEPTH X 10' WIDE PANEL. REFER TO DETAIL 'A', SHEET LP-1.2. 2. LANDSCAPE HEADER, 316"X4" HT. STEEL EDGING 'DURAEDGE' BY J D RUSSELL CO. OR APPROVED EQUAL. 3. STABILIZED COMPACTED DECOMPOSED GRANITE PAVING PER NON-ORGANIC MULCH LEGEND. REFER TO DETAIL 'D', SHEET LP-1.2. 4. CRUSHED GRAVEL 3 4" SIZE WITH FILTER FABRIC. CONSTRUCTION KEY NOTES: A. TYP. SCREEN WALL PER ARCH. DWGS. B. ELECTRICAL TRANSFORMER. C. SIDEWALK PER CIVIL DWGS. D. CHAIN-LINK FENCING PER ARCH. DWGS. E. BASIN PER CIVIL DWGS. F. EMERGENCY VEHICLE ACCESS ONLY. G. CONCRETE WALKWAY PER CIVIL DWGS. H. TRASH ENCLOSURE PER ARCH. DWGS. I. GATE PER ARCH. DWGS. J. BIKE RACK PER ARCH. DWGS. K. TILT UP SCREEN WALL PER ARCH. DWGS. REFERENCE KEY NOTES: SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANAP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 WUCOLS PLANT FACTOR THIS PROJECT IS LOCATED IN 'WUCOLS' REGION '4-SOUTH INLAND VALLEY'. H = HIGH WATER NEEDS M = MODERATE WATER NEEDS L = LOW WATER NEEDS VL= VERY LOW WATER NEEDS LP-1.35-6-22    
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TREES SYMBOL TREE NAME QTY. WUCOLS PROPOSED STREET TREE ALONG INDUSTRIAL PARKWAY PLATANUS RACEMOSA, CALIFORNIA SYCAMORE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 21 M NEW WASHINGTONIA ROBUSTA, MEXICAN FAN PALM 12 FT. B.T.H. 'SKINNED' BACKFILL WITH SAND AS REQUIRED. 6 M CERCIDIUM X. 'DESERT MUSEUM', DESERT MUSEUM 36" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 11 L LAGERSTROEMIA I. 'WATERMELON RED', CRAPE MYRTLE 24" BOX SIZE. DOUBLE STAKE. 11 M ULMUS PARVIFOLIA 'TRUE GREEN', EVERGREEN ELM 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE INSTALL WITH DEEP ROOT PANELS. 12 L QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. STANDARD TRUNK. DOUBLE STAKE 6 L TRISTANIA CONFERTA, BRISBANE BOX 15 GAL. SIZE. STANDARD TRUNK. DOUBLE STAKE 12L PLANTING LEGEND NOTE: FINAL LOCATIONS OF ALL TREES SHALL CONFIRM FINAL LOCATIONS IN THE FIELD. 10' EASEMENT TO PT&TC P.L. 10' EASEMENT TO PT&TC 10'-0" SCE EASEMENT (NO TREE PLANTING THIS AREA) NOTE: THERE ARE NUMEROUS UTILITY EASEMENTS WITHIN THIS SITE. EXACT LOCATIONS WILL NEED TO BE VERIFIED.

PALMA AVE. TERMINAL BUILDING TRUCK YARD
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4 4 SHRUBS SYMBOL NAME QTY. WUCOLS DODONAEA V. 'PURPUREA', PURPLE HOPSEED BUSH 5 GAL. SIZE. 7 L WESTRINGIA FRUTICOSA, COAST ROSEMARY 5 GAL. SIZE. 137L LEUCOPHYLLUM F. 'TEXAS RANGER', TEXAS RANGER 5 GAL. SIZE. 10L LIGUSTRUM TEXANUM, TEXAS PRIVET 5 GAL. SIZE. 276L CALLISTEMON 'LITTLE JOHN', DWARF BOTTLE BRUSH 5 GAL. SIZE. 118L HETEROMELES ARBUTIFOLIA, TOYON 5 GAL. SIZE. 140L ACCENT SUCUCLENTS SYMBOL NAME QTY. WUCOLS AGAVE 'BLUE GLOW', BLUE GLOW AGAVE 5 GAL. SIZE. 11L AGAVE 'MEDIOPICTA ALBA', WHITE-STRIPED CENTURY PLANT 5 GAL. SIZE. 12L ALOE STRIATA, CORAL ALOE 5 GAL. SIZE. 31L AGAVE AMERICANA 'VARIEGATA', CENTURY PLANT 5 GAL. SIZE. 30L GROUND COVERS SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', PROSTRATE ROSEMARY 1 GAL. SIZE @ 30" O.C.

L LANTANA CAMARA 'NEW GOLD', YELLOW LANTANA
1 GAL. SIZE @ 30" O.C.

L SALVIA GREGGII, AUTUMN SAGE
1 GAL. SIZE @ 36" O.C.

L MUHLENBERGIA RIGENS, DEER GRASS
1 GAL @ 42" O.C.

L SALVIA CLEVLANDII, CLEVLAND SAGE
5 GAL @ 48" O.C.

L BACCHARIS PILULARIS, COYOTE BRUSH
1 GAL. SIZE @ 24" O.C.

L PROPOSED SLOPE PLANTING ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. APPLY MULCH BETWEEN ALL PLANTS.

L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. DETENTION BASIN BOTTOM SHALL RECEIVE A HYDROSEED MIX CONSISTING OF THE FOLLOWING: · ACHILLEA MILLEFOLIUM 1.0 LBS/ ACRE · ESCHSCHOLZIA CAESPITOSA 1.0 LBS/ ACRE· JUNCUS BUFONIUS 1.0 LBS/ ACRE· LEYMUS TRITICODIDESRIO 6.0 LBS/ ACRE· DESCHAMSIA DESPITOSA 4.0 LBS/ ACRE· FESTUCA RUBRA 'MOLATE' 10.0 LBS/ ACRE· HORDEUM BRACHYANTHERUM 6.0 LBS/ ACRE· MUHLENBERGIA RIGENS 1.0 LBS/ ACRE· MUHLENBERGIA MICROSPERMA 3.0 LBS/ ACRE· HORDEUM DEPRESSUM 3.0 LBS/ ACRE 1. ALL TREES LOCATED 5' OR LESS TO CURB, WALKWAY OR WALL SHALL BE INSTALLED WITH DEEP ROOT BARRIER PANELS. 18" MIN. DEPTH X 10' WIDE PANEL. REFER TO DETAIL 'A', SHEET LP-1.2. 2. LANDSCAPE HEADER, 316"X4" HT. STEEL EDGING 'DURAEDGE' BY J D RUSSELL CO. OR APPROVED EQUAL. 3. STABILIZED COMPACTED DECOMPOSED GRANITE PAVING PER NON-ORGANIC MULCH LEGEND. REFER TO DETAIL 'D', SHEET LP-1.2. 4. CRUSHED GRAVEL 3 4" SIZE WITH FILTER FABRIC. CONSTRUCTION KEY NOTES: A. TYP. SCREEN WALL PER ARCH. DWGS. B. ELECTRICAL TRANSFORMER. C. SIDEWALK PER CIVIL DWGS. D. CHAIN-LINK FENCING PER ARCH. DWGS. E. BASIN PER CIVIL DWGS. F. EMERGENCY VEHICLE ACCESS ONLY. G. CONCRETE WALKWAY PER CIVIL DWGS. H. TRASH ENCLOSURE PER ARCH. DWGS. I. GATE PER ARCH. DWGS. J. BIKE RACK PER ARCH. DWGS. K. TILT UP SCREEN WALL PER ARCH. DWGS. REFERENCE KEY NOTES: SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANAP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 WUCOLS PLANT FACTOR THIS PROJECT IS LOCATED IN 'WUCOLS' REGION '4-SOUTH INLAND VALLEY'. H = HIGH WATER NEEDS M = MODERATE WATER NEEDS L = LOW WATER NEEDS VL= VERY LOW WATER NEEDS LP-1.45-6-22    
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I. SCOPE OF WORK A. Furnish all labor, materials, and equipment necessary to provide and install plant material as shown on the drawings or as specified herein. B. WORK INCLUDED IN THIS SECTION -- (ITEMS INCLUDED BUT NOT LIMITED TO): 1. Grade, including mounding, molding and shaping surface of all planting areas as indicated including the removal of existing vegetation unless otherwise specified. 2. Prepare and till soil in planting areas including furnishing all soil amendments as specified. 3. Furnish and plant all plant materials as indicated by the drawings and specifications. 4. Furnish and plant all plant materials as indicated by the drawings and specifications. 5. Perform all pruning as required. 6. Stake and tie all plant material as specified. 7. Provide for the maintenance of the planting until acceptance of the job by the landscape architect. 8. Dispose of all debris and surplus materials. 9. Clean up 10. Guarantees 11. Maintenance II. VERIFICATIONS OF SITE CONDITIONS: A. EXCAVATION 1. The contractor shall verify exact location of all existing sub-surface utilities (mechanical and electrical) prior to excavation. Any utilities, a.c. paving, concrete work, etc., destroyed or damaged byany work under this contract shall be repaired or replaced at the contractor's expense. B. SUB-SURFACE DRAINAGE OR SOIL CONDITIONS 1. Should sub-surface drainage or soil conditions be encountered which would be detrimental to growthor survival of plant material, the contractor shall notify the landscape architect in writing, stating the condition and submitting a proposal covering cost of correction. if the contractor fails to notify the landscape architect of such conditions, he shall be responsible for plant material under the guarantee clause of the specifications. C. DIMENSIONS 1. All scaled dimensions are approximate. before proceeding with any work, the contractor shallcarefully check and verify all dimensions and quantities, and shall immediately inform the landscape architect of any discrepancy between the information on the drawings and actual conditions, refraining from doing any work in said areas until given approval to do so by the landscape architect. III. MATERIALS A. SOIL AMENDMENTS 1. All soil amendment types and quantities shall be per soils report. B. TOP SOIL 1. Topsoil shall consist of fertile, friable natural loam, of uniform quality, free from subsoil, hard clods, stiff clay, hard pan, sods, partially disintegrated debris, or any other undesirable materials. 2. Topsoil shall not contain obnoxious weeds, such as morning glory, sorrel, oxalis, spurge, annual poa, nut grass or bermuda grass. C. PLANT MATERIALS 1. Plant names used in the plant list conform to “standardized plant names” by american joint committee of horticultural nomenclature except in the cases not covered therein. in these instances the established custom of the nursery trade is followed. 2. Plants shall be sound, healthy, vigorous, free from disease, insect pests or their eggs and shall have healthy, normal root systems, well filling their containers, but not to the point of being root bound. 3. Plants shall not be pruned prior to delivery except as authorized by the landscape architect. in no case shall trees be topped before delivery. 4. All plant material shall be subject to approval of size, health, quality, character, etc., by the landscape architect. 5. The height and spread of all plant material shall be measured with branches in their normal position. 6. The calpier of the trees shall be measure 4' above the surface of the ground. 7. Where caliper or other dimensions of any plant materials are omitted from the plant list, it shall be understood that these plant materials shall be normal stock for type listed. 8. Plant material shall be symmetrical, typical for variety and species, and shall conform tomeasurement specified in the plant list. 9. Plant material larger than those specified may be supplied if complying in all other respects and at no additional cost to the owner, upon approval of the landscape architect. 10. All plant materials must have been previously inspected at the nursery by the county horticulturaldepartment and shall be subject to acceptance as to quality by the landscape architect. 11. Substitutions will be permitted as indicated, or if proof is submitted that any plant specified is notavailable, a proposal will be considered for the use of the nearest equivalent size or variety with anequitable adjustment of the contract price. 12. Quantities shown on the call outs on the planting plan are for convenience of the contractor only.quantities drawn on the plan (whether by circles or dots), are the final authority and shall be furnished and installed as drawn. IV. OBSTRUCTIONS BELOW GROUND A. CONTRACTOR'S RESPONSIBILITY 1. The contractor is responsible for verifying the locations of all utility lines and other undergroundobstructions so that proper precautions may be taken not to disturb or damage such improvements. in the event of a conflict between such lines and plant locations, the contractor shall properly notify the landscape architect who shall arrange for the relocation of one or the other. Failing to follow this practice, the contractor shall at his own expense make any and all repairs for damages resulting from his work. V. FINISH GRADING A. TILLING 1. Till all planting areas as herein specified. B. UNIFORM GRADE 1. After tilling, all areas shall be brought to uniform grade by floating or hand raking. C. GRADE RELATIONSHIPS 1. Finish grade of planting areas after application of soil amendment shall be 1” below top of concrete walks and curb grades and 6” below finish floor of building or as noted by spot elevations. D. SLOPE FROM BUILDING 1. Soil areas adjacent to building shall slope from the building at 2% minimum for 10 ft, and shall continue to slope at a minimum of 1% until water drains to street or storm system. E. ROCKS OR CLODS 1. No rock or clod over ¾” in diameter shall be on top of prepared planting bed. VI. WEED CONTROL A. KILLING WEEDS 1. The contractor shall germinate and destroy existing weed seeds before preparing areas for planting. sufficient water shall be applied to cause weed seed to sprout. young weeds shall then be destroyedand removed before they have an opportunity to set. VII. SOIL PREPARATION A. SOILS REPORT 1. Before starting soil preparation the contractor shall submit a soil report to the owner and landscapearchitect. if no soil report is submitted it will be assumed that amendments were not added and the landscape contractor will be requested to give a credit for soil preparation. B. COMPACTED AREAS 1. Soil areas that are compacted to more than 92% during site preparation shall be ripped to a minimum of 12” prior to beginning soil preparation. these areas shall be defined by the landscape architect and be billed as an extra is the unit price is quoted in the bid. C. METHOD OF MIXING 1. If the slope is under 2 ½ to 1 the soil preparation materials should be broadcast uniformly over alllandscape areas and worked a depth of 6” by a rototiller or other acceptable mechanical means to obtain a uniform blend to the soil. If the slope is greater than 2 ½ to 1 the amendments shall be hydraulically applied for areas over 1000 sq. ft. and raked in for small areas. D. EXTRANEOUS MATERIAL 1. In addition to the work specified above the contractor shall remove all extraneous material that is exposed on the surface, and grade to facilitate run-off of surface water. E. DELIVERY SLIPS 1. Supply delivery slips from the supplier for the soil amendments to the site, bulk loads from the contractors' yard will not be accepted. Supply empty bags for fertilizer to the superintendent of the job. VIII. SHRUB AND TREE PLANTING A. CORRELATION 1. Trees and shrubs shall not be planted until all operations in conjunction with the installation of all the irrigation systems have been completed, final grades have been established, and the planting bedsproperly prepared by cultivation and fertilization as covered in these specifications. B. PLANTING TIME 1. No planting shall take place during extremely hot, dry, windy or freezing weather. C. LOCATIONS 1. Relative position of all plants and trees is subject to approval by the landscape architect, and they shall, if necessary, be relocated at his direction, as part of this contract. D. DISTRIBUTION 1. No more plants shall be distributed about the landscape area than can be planted and watered on the same day. E. CONTAINER REMOVAL 1. Plant containers shall be removed once plants have been installed. cans shall be split on both sides. An axe or spade shall not be used. All containers shall be removed from the site. F. PLANTING PITS 1. All trees and shrub pits shall have a diameter of at least twice diameter of the root ball. pit depths shall be minimum 12” deeper than the root ball for trees and 8” deeper than the root ball for shrubs or as per planting details. G. PLACING 1. Plans shall be placed and be held during backfill in an upright position in the center of the pit. plants shall be held at, or slightly above nursery level. the earth ball shall be kept intact. any exposed roots shall be spread. injured roots shall be pruned. H. BACKFILL 1. Plant pit backfilling soil shall consist of 1 part nitrogen stabilized sawdust w/ 2 parts topsoil. Materials shall be thoroughly mixed before placement. in addition to backfill commercial fertilizer 20-15-5 agriform 21 gram tablets shall be added to the plant pits at the following rates: 1 tablet per 1 gal. plant 3 tablets per 5 gal. plant 4 tablets per 15 gal. plant 1 tablet per ½” caliper tree trunk for specimen plants larger than 15 gallon I. WATERING 1. When the pit has been backfilled to three quarters of its depth, water shall be poured about the roots. Air pockets shall be eliminated and backfill continued until the backfill is brought to the grade level. J. COMPACTING 1. Backfill shall not be compacted around the roots or ball of the plant during or after planting. The backfill on which the root ball shall be compacted. K. SETTLEMENT 1. Plants which settle shall be raised to the required level or relocated at the option of the contractor. Raised plants which fail to grow shall be replaced. L. STAKING 1. Stakes shall be driven to sufficient depth to hold tree rigid. tree shall be supported by at least two ties. (see details) M. PRUNING 1. Limbs, branches, canes and runners which require trimming shall be removed to leave a clean cut flush with trunk. (pruning only as directed by the landscape architect) N. PLANTING BEDS 1. Planting beds shall be edged and cultivated to line shown. Beds shall be brought to a smooth even surface conforming to established grades after full settlement has occurred. IX. GROUND COVER AREAS A. REFERENCE 1. Refer to paragraph v, vi, vii, for finish grading, weed control and soil preparation. B. SOIL PREPARATION 1. Prepare the soil as per these specifications and the “planting notes” on the planting plan. C. GRADING 1. Areas shall be raked and floated smooth to provide a true surface. D. PLANT PITS AND FERTILIZER 1. Planting pits for ground cover shall be 4”x4” or adequate to accept material from flats without crushing or deforming the rootball. Place a 20-10-5 agriform 5 gram fertilizer tablet in each groundcover hole. E. SPACING 1. Plant at spacings and in areas indicated on the drawings. Soil shall be firmly pressed around each plant, and the excess soil removed from the crown. F. WATERING 1. Each section of ground cover shall be immediately watered upon completion of planting and thereafter as required. G. SPACING FROM EDGE 1. The first row of ground cover shall always be within 6” from the edge of the planting area. X. SEASONAL COLOR A. REFERENCE 1. Refer to paragraph v, vi, vii, for finish grading, weed control, and soil preparation. B. SOIL PREPARATION 1. Prepare the soil as per these specifications and the “planting notes” on the planting plan. C. GRADING 1. Areas shall be raked and floated smooth to provide a true and uniform surface. D. QUALITY OF PLANTS 1. Plants shall be healthy annual plant material in 4” pots in bloom. E. PLANT PITS AND FERTILIZER 1. Each plant pit for seasonal color shall be 6” x 6” x 6” with one teaspoon of bone meal mix into the backfill mix. (use shrub backfill mix.) Do not use agriform plant tablets. F. SPACING 1. Plant at spacing and in areas indicated on the drawings. soil shall be firmly pressed around each plant, and the excess soil removed from the crown. G. WATERING 1. Each section of seasonal color shall be immediately watered upon completion of planting and watering thereafter as required. H. SPACING FROM EDGE 1. The first row of seasonal color should always be within 6” of the edge of the planting area. XI.SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE) A. QUALITY 1. Sod shall be at 1 grade machine cut at a uniform thickness of 5/8” excluding top growth and thatch, weed free and shall be no less than eight months nor more than sixteen months old. B. TIMING 1. Installation shall take place within 24 hours after harvesting. C. REFERENCE 1. Refer to paragraph v, vi,vii, for finish grading, weed control, and soil preparation. D. PREPARATION 1. Sod areas prior to planting shall be rolled lightly and watered to a depth of 6” the day prior to planting. If any air pockets are found, the area shall be regraded as necessary. lightly water the area to be planted just prior to planting. E. INSTALLATION 1. Sod shall be laid in a staggered pattern, with tight joints and in the same direction each time. On all slopes sod shall be installed from the bottom up and the newly laid sod should be protected by walking on boards as installer moves upward. On slopes, pin the sod down with wooden pegs. No metal staples will be allowed. No sod of less than 18” in length will be allowed. F. JOINTS 1. Adjoin the section of sod firmly together. If air spaces occur between sections of sod they must be filled with sand or have the sod relaid. G. ROLLING 1. Roll sod with an adequately weighted roller to smooth out the sod bed. H. PROTECTION OF EDGES 1. Regrade to protect the edges from drying if mowing edge is not used. I. WATERING 1. After installation sod must be kept thoroughly watered to a depth of 6”. No foot traffic should be allowed for 2 to 3 weeks from the date of installation. J. INSPECTION BY SUPPLIER 1. If there are any questions regarding the quality of sod installation a representative of the supplier shall be required to inspect the installation and the contractor called out by the supplier's representative. XII. SEED LAWN PLANTING (IF APPLICABLE) A. REFERENCE 1. Refer to paragraphs v, vi, vii, for finish grading, weed control, and soil preparation. B. PREPARATION 1. Cultivate to a depth of 2” below finish grade, remove stones, foreign growth of any kind and extraneous matter and grade to remove ridges and depressions so that areas after settlement will conform to the finish grade. Roll and take lightly until the surface is smooth, friable and of uniform fine texture. C. SOWING 1. Sow lawn seed in the area designated on the drawings at the rate as designated on the drawings. Sow the lawn in two directions. D. TOP DRESSING 1. Rake lightly, spread ¼” of top dressing with a mechanical spreader, roll with 200 lb. Roller and water with a fine spray. XIII. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE) A. GENERAL B. EQUIPMENT 1. Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp shall be the “super hydro-seeder” type as approved by the landscape architect. C. APPLICATION 1. The operator shall spray the area with a uniform, visible coat by using the green color of the wood pulp as a guide. The slurry shall be applied in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. D. TIME LIMIT 1. All slurry mixture which has not been applied to the slopes within four hours after mixing will be rejected and removed from the project at the contractor's expense. E. PROTECTION 1. Special care should be exercised by the contractor in preventing any of the slurry being sprayed inside any reservoir basin or onto drainage ditches and channels which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the contractor's expense to the satisfaction of the landscape architect or owner. F. MAINTENANCE AND IRRIGATION 1. Once the slurry mulch has been applied and allowed to set for one day, the slopes shall then be irrigated. There is no set irrigation requirements in gallons per minute. Duration of time and number of gallons to be applied to the slopes will vary from day to day and system to system depending on the rate of growth and climatic conditions encountered. As a rule of thumb the soil surface must be kept moist at all times, particularly during the seeding germination period (30 days). G. RESEEDING 1. All bare spots shall be reseeded (sodded, if hydroseed is turf mix), by the contractor within 45 days providing the lack of cover growth or mulch is not due to inadequate sprinkling or erosion caused by excessive watering by owner. XIV. REPLACEMENTS A. GENERAL 1. Contractor shall immediately replace any and all plant materials which for any reason die or are damaged while under his care. replacements shall be made with plants of like kind and size in the same manner as specified for the original planting. (see guarantee “c” for definition of replacements.) XV. CLEAN-UP A. GENERAL 1. After the installation operations have been completed remove all trash, excess soil, empty plant containers and rubbish from the property. All scars, ruts or other marks in the areas caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less than each friday before leaving the site, once a week, and/or the last working day each week. All trash shall be removed completely from the site. B. TOP SOIL 1. Excess topsoil shall be removed from the site. C. REMOVAL OF TAGS 1. Remove all tags, labels, nursery stakes and ties from all plants unless otherwise directed, only at the end of all installation. XVI. PROTECTION A. GENERAL 1. At all times during construction, adequate protection shall be provided for all planted areas against damage of any kind until final acceptance by the landscape architect. B. RESPONSIBILITY 1. The contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises. any part of them injured, damaged or disturbed because of his work shall be repaired, replaced or cleaned by him at his expense. XVII. GUARANTEE A. SHRUBS 1. All shrubs shall be guaranteed as to growth and health for a period of 180 days after completion of the specified maintenance period and/or final acceptance by the owner. B. TREES 1. Trees shall be guaranteed to live and grow in acceptable upright position for 12 months after the specified maintenance period and/or final acceptance by the owner. The owner must provide adequate maintenance to insure the extended guarantee on trees. C. DEFINITION OF DEATH 1. Plants which die or lose more than 30% of their original leaves shall be replaced. D. REPLACEMENT 1. The contractor, within seven (7) days of written notifications by the owner, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirement of this guarantee. Replacement shall be made with plant materials as indicated or specified for the first planting, and all such replacement materials shall be guaranteed as specified for the original guarantee material. XVIII. MAINTENANCE A. SCOPE 1. After all work indicated on the drawings or herein specified has been completed, inspected, and approved by the owner or his representative, the contractor shall maintain all planted areas by means of continuous watering, weeding, rolling, mowing, reseeding, edging and/or any other operations necessary for their care and upkeep for a period of not less than ninety (30) days. At the end of the maintenance period, all plant materials shall be in healthy, growing condition. B. WEED CONTROL 1. All planted areas shall be kept free of debris and shall be weeded at not more than ten (10) day intervals. Areas that do not have a pre-emergent weed killer shall also be cultivated at not more than ten (10) day intervals. C. FERTILIZING 1. All planted areas shall receive a fertilizer application as per soils report every 30 days following the beginning of maintenance. Water in thoroughly after application. D. CONDITION OF SITE 1. During the maintenance period, keep the project neat and free from debris at all times. Obtain the owner's approval for on-site storage of equipment or maintenance material. XIX. FINAL CONSTRUCTION INSPECTION AND FINAL MAINTENANCE INSPECTION A. FINAL CONSTRUCTION INSPECTION 1. When all landscape improvements have been installed in accordance with the plans and specifications, the contractor shall notify the landscape architect and request a “final construction” inspection. if the landscape architect determines the work to be substantially complete and in conformance with plans and specifications, the contractor will be advised that the basic maintenance period is started. B. FINAL MAINTENANCE INSPECTION 1. At the end of the maintenance period and when ground covers and turf have established and all pick-up items have been completed the contractor shall request a final maintenance inspection. The contractor will be advised by the landscape architect at the final inspection that work is or is not satisfactory. · If the work is satisfactory, the basic maintenance period will end on the date of the final inspection. · If the work is unsatisfactory, the basic maintenance period will continue at no additional expense to the owner until the work has been completed, inspected and approved by the landscape architect. C. FAILURE TO PASS INSPECTION 1. If work fails to pass final inspection, any subsequent inspections must be rescheduled as per above and will be charged to the contractor at the prevailing hourly rate of the landscape architect. PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076
S
A ST
F
TE
O

CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
D
L
SCA
PET
A
ORNI
CHITE
N
CT
E
AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 4-4-22 DRAWN: SHEET TITLE JOB # CHK'D: SP

INDUSTRIAL WAY LOGISTICS FACILITY
5770 N. INDUSTRIAL WAY
SAN BERNARDINO, CA CITY SUBMITTAL 4-4-22 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - DEDEAUX PROPERTIES 100 WILSHIRE BLVD. SUITE 250 SANTA MONICA, CA 90401 CONTACT: BEN HORNING PHONE: (909) 730-0186 LP-2.05-6-22    
 Packet Pg. 149

POTS SPOTS POT
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STOPSTOPSTOP

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Obscured Area Obscured Area
OBS.

Conc.

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Asph.

Asph.

Conc.

Conc.

Asph.

Conc.

OBS.

MH
MH
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1655
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REGSTEER D
SSO AL
E
NG EN
EER

CALFORN
ST
IA

TA E OF
PROF N
CIVIL
No. 28500
Expires 3-31-

DOUGLAS
N
GOODMA
L.

RCE 28500, 3-31-2024 3
4 G&A JOB NO.: 1

AS SHOWN
2079 SKY VIEW DRIVE
COLTON, CA 92324
(909) 824-2775
DOUGLAS L. GOODMAN DATE
2 Goodman & ASSOCIATES SCALE:

DATE:

PREPARED FOR DEDEAUX PROPERTIES

IN THE CITY OF SAN BERNARDINO
APN 0266-041-22 AND 40
BENCHMARK: CITY OF S.B. HI - 1
ELEVATION = 1705.55 (NAVD 88)

4.9 FEET ABOVE THE GROUND.

COLUMN OF THE PALM AVENUE OVERPASS OF I-215,

VERTICALLY IN THE NORTHERLY FACE OF THE NORTHEAST
A 3" STANDARD BRASS DISK STAMPED "T-1445-1989", SET

LOGISTICS FACILITY
5770 N. INDUSTRIAL PARKWAY
MAY 5, 2022
101

WAREHOUSE
153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 103 102
101

WAREHOUSE
206
102
ELECT.
103
OFFICE
16'-3"
4'-8" 10'-11"
3'-9"
7'-9" 7'-7"
101
F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 D5 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 D7 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 D7 E8
C7.1
D7
DOOR
VAN
CS
EV
CS
EV
CS
EV
CS
EV
CS
EV
CS
EV
CS
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CS
EV
CS
EV
CA/VP
EV
CA/VP
EV
CP
CA
CP
CA
CS
TRUCK
CS
TRUCK
SL(E)

EDGE PVMT
WV (E)
FH (E)
SL(E)

EDGE PVMT SL(E)
1 MODIFIED SITE PLAN
05/05/2022

PRINT DATE
1 40 0 40 80 120
SCALE 1"= 40'
SBMWD

AIR RELEASE/VACUUM RELEASE (E)

SB COUNTY MONITORING MH (E)

SBMWD BLOW OFF (E)

BLOW OFF ACV

EDISON(E) SL(E) SL(E)

SECTION A-A
VARIES - 34' MAX.

PERMIT

ENCROACHMENT
ENCROACHMENT PERMIT - 34' MAXIMUM
FENCE

PROPOSED
5 MIN.
'
>
>
5 MIN.
'
MIN.
7'
FENCE

PROPOSED
FENCE

PROPOSED

STREET EASEMENT

EXISTING

STREET EASEMENT

EXISTING
FENCE

PROPOSED
44'
>
LEGEND
60 0 60 120 180
SCALE 1"= 60'
PALM
AVENUE
A.T.&S.F. RAILROAD
20'20'
20'20'
24'
75' 75'
>
>
>
> >
24' 20'

INDUSTRIAL PARKWAY - PRIVATE ROAD
100'
75' 75'

CAJON BOULEVARD

INDUSTRIAL PARKWAY

PRELIMINARY GRADING PLAN
FF
-
8 1.00
FF
-

77.9 1
4' DOCK - 0.50% 4' DOCK - 0.50%
4' DOCK - 0.50% 4' DOCK - 0.50%

77.00 FS

77.00 FS

74.11 FS

74.24 FS
FF
-

78.1 1

0.50% 0.50%

77.20 FS
HP

3.00%

78.50 FS

0.72%

75.65 FL

3.00% 76.32 TC

3.00%

68.87 FL

69.54 TC

1.18%

2.18%

3.00%

72.29 FS

72.79 TC

4.50%

74.36 FS

74.86 TC

74.36 FS

74.86 TC
HP

72.56 FS

65.05 FS

65.55 TC

64.53 FS

65.03 TC

67.71 FL

68.21 TC

69.15 FL

69.65 TC

66.84 FL

67.90 FL 67.34 TC

68.40 TC

71.01 FS

71.51 TC

69.94 FL

70.44 TC

68.46 FL

68.96 TC

71.45 FL

71.95 TC

63.95 FL

64.62 TC

1.44%
(64.04) FL
(64.71) TC
(62.80) FL
(63.47) TC

70.41 FS

70.91 TC

66.27 FS

66.77 TC

72.31 FS

72.81 TC

0.50%

66.83 FL

67.50 TC

65.00 FL

65.67 TC

3.00%

1.00%

64.69 FS

65.19 TC

65.38 FS

65.88 TC

65.60 FS

66.10 TC

64.47 FL

65.14 TC

0.50%

71.30 FS

71.80 TC

70.69 FL

71.19 TC

68.83 FS

69.33 TC

71.59 FS

72.09 TC

68.35 FS

68.85 TC

66.01 FL

66.51 TC

66.00 FL

66.50 TC

72.60 FS

73.10 TC

70.88 FS

71.38 TC

71.27 FS

71.77 TC

69.45 FS

69.95 TC

68.74 FS

69.24 TC 66.89 FL

67.39 TC

68.02 FS

68.52 TC

67.35 FL

67.85 TC

3.00%

64.31 FS

64.81 TC

1.85%

2.53%

3.00%

1.87%

1.18%

71.98 FS

72.48 TC

71.35 FS

71.85 TC

67.75 FS

68.25 TC

66.99 FL

67.49 TC

70.65 FL

71.15 TC

76.70 FL

0.94%

72.30 FL

72.97 TC

1.18%

74.00 FL
GB GB 1.33%

RD RD RD RD RD RD RD RD
FLOOR 0.50%

ROOFSLOPE

ROOFSLOPE

ROOFSLOPEROOFSLOPE

64.88 FS

65.55 TC

64.36 FS

65.03 TC

4.50%

2.21%
GB
GB
LP
4 LP
.00%
CROWN

2.90%

72.58 FS

73.08 TC

73.39 FS

73.89 TC
HP
HP

1.61%

3.91%

6.05%

3.00%
GB

2.81%

4.50%

4.50%

69.58 FS

70.08 TC

72.31 FS

72.81 TC

71.48 FS

71.98 TC

3.00%

1.10%

0.50%
GB
(E) PP, PIP
2' MAX.

RETAINING WALL
2' MAX.

RETAINING WALL
(E) PP, PIP

PIP - PROTECT IN PLACE

RD - ROOF DRAIN

FL - FLOW LINE

FS - FINISH SURFACE

TC - TOP OF CURB

LP - LOW POINT

HP - HIGH POINT

GB - GRADE BREAK

WV - WATER VALVE

UB - UTILITY BOX

SW - SIDEWALK

SL - STREET LIGHT

MH - MANHOLE

PP - POWER POLE

PL - PROPERTY LINE

PWD - PARKWAY DRAIN

FH - FIRE HYDRANT
(E) - EXISTING

DW - DRIVE WAY ACCESS
C-T - CABLE AND COMMUN.

C&G - CURB AND GUTTER
5770 N. INDUSTRIAL PARKWAY LOGISTICS FACILITY, SAN BERNARDINO, CA BASIN
FLOW
OVER
PIPE

OVER-FLOW

62.40FG
BOT=
ELEV=62.40 FG
28' WIDE SPILLWAY

SEE WQMP

UNDERGROUND STORM CHAMBERS
APPLICANT / DEVELOPER:

LOS ANGELES, CA 90023
1430 S. EASTMAN AVENUE

DEDEAUX PROPERTIES
ENGINEER:

EMAIL: [email protected]
CONTACT: BENJAMIN HORNING, 909-730-0186
COLTON, CA 92324
2079 SKY VIEW DRIVE

GOODMAN & ASSOCIATES
EMAIL: [email protected]
CONTACT: DOUG GOODMAN, 909-969-3181
OWNER:

NOTES:

PRELIMINARY EARTHWORK ESTIMATE SHEET INDEX
GRADING OPERATIONS.

SHRINKAGE, OR OTHER REMEDIAL

NO ADJUSTMENTS FOR SUBSIDENCE,

THESE ARE RAW QUANTITIES WITH
FILL - 51,850 CY
CUT - 18,340 CY
PROPOSED.

PALM AVENUE(NEW) ARE EXISTING AND NO WIDENING IS

3. STREET IMPROVEMENTS ON INDUSTRIAL PARKWAY(NEW) AND

AND PROPOSED STREET DEDICATIONS AND VACATIONS

PARCEL DIMENSIONS, EASEMENTS, ENCROACHMENTS,

2. SEE TENTATIVE PARCEL MAP FOR EXISTING

AND SITE AMENITIES

1. SEE ARCHITECT'S SITE PLAN FOR DIMENSIONS

DEDEAUX PROPERTIES

PRELIMINARY GRADING PLAN

FINISH CONTOURS & SECTIONS
SHEET 3 - PRELIMINARY DRAINAGE PLAN,
SHEET 2 - EXISTING CONDITIONS AND DEMOLITION PLAN
SHEET 1 - PRELIMINARY GRADING PLAN
SITE

VICINITY MAP

NOT TO SCALE
PRINT DATE 05/05/2022
STD.DRIVEAPP.

EMERGENCYACCESS
GATED
B
B
A
A
C
C
D
D

2.21%
GB

71.63 FS

72.13 TC

78.00 FS
GB

71.82 FS

74.55 FS 71.08 FS
GB

DRAIN (PROTECT)
EX. UNDERSIDEWALK
WALL
END
FENCE
Packet Pg. 150

POTS SPOTS POT
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MH
MH
MH
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Area
Obscured
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OBS.

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OBS.

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OBS.

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OBS.

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Conc.

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h.

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Asph.

Asph.

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MH
Train On Tracks
OBS.

OBS.

Obscured
Area
OBS.

OBS.

OBS.

REGSTEER D
SSO AL
E
NG EN
EER

CALFORN
ST
IA

TA E OF
PROF N
CIVIL
No. 28500
Expires 3-31-

DOUGLAS
N
GOODMA
L.

RCE 28500, 3-31-2024 3
4 G&A JOB NO.: 1

AS SHOWN
2079 SKY VIEW DRIVE
COLTON, CA 92324
(909) 824-2775
DOUGLAS L. GOODMAN DATE
2 Goodman & ASSOCIATES SCALE:

DATE:

PREPARED FOR DEDEAUX PROPERTIES

IN THE CITY OF SAN BERNARDINO
APN 0266-041-22 AND 40
BENCHMARK: CITY OF S.B. HI - 1
ELEVATION = 1705.55 (NAVD 88)

4.9 FEET ABOVE THE GROUND.

COLUMN OF THE PALM AVENUE OVERPASS OF I-215,

VERTICALLY IN THE NORTHERLY FACE OF THE NORTHEAST
A 3" STANDARD BRASS DISK STAMPED "T-1445-1989", SET

LOGISTICS FACILITY
5770 N. INDUSTRIAL PARKWAY
MAY 5, 2022
LEGEND
60 0 60 120 180
SCALE 1"= 60'
PALM
AVENUE
A.T.&S.F. RAILROAD
20'20'
20'20'
24'
75' 75'
24' 20'

INDUSTRIAL PARKWAY - PRIVATE ROAD
100'
75' 75'

CAJON BOULEVARD
PP (E)
PP (E)
MH (E)
SL(E)
MH (E)
SL(E)
MH (E)
SL(E)
MH (E)
SL(E)
MH (E)

DW (E) DW (E)

C&G (E)

C&G (E)

SL(E) C&G (E)

PUBLIC ACCESS (E)

C&G (E)

C&G (E)
SW (E)
SW (E)

FENCE(E)

GATE(E)

FENCE(E)
FH (E)

FH (E) SL(E)
DW (E)

END PVMT

GATE(E) GATE(E)

FENCE(E)
SL(E)
SL(E)

INDUSTRIAL PARKWAY
SL(E)
SL(E)
MH (E)
WV (E)

SBMWD BLOW OFF

SB COUNTY MONITORING MH
FH (E)

SCE VAULT

MCI PED (E)

PWD (E)
WV (E)

SIGN(E)
FH (E)
UB (E)

GATE(E)

EDGE PVMT

END PVMT
FENCE(E) 5'+/- INSIDE PROPERTY LINE

WATER BLOW-OFF (E)

WATER CONTROL (E)

SYSTEM, DDC (E)

FIRE PROTECTION
2 PROTECT ALL PUBLIC UTILITIES IN PLACE UNLESS NOTED OTHERWISE.

REMOVE ALL SURFACE IMPROVEMENTS WITHIN LIMITS SHOWN.

EXISTING CONDITIONS AND PRELIMINARY DEMOLITION PLAN

EXISTING CONDITIONS & PRELIMINARY DEMOLTION PLAN
5770 N. INDUSTRIAL PARKWAY LOGISTICS FACILITY, SAN BERNARDINO, CA PIP
PIP

PIP - PROTECT IN PLACE

WV - WATER VALVE

UB - UTILITY BOX

SW - SIDEWALK

SL - STREET LIGHT

MH - MANHOLE

PP - POWER POLE

PL - PROPERTY LINE

PWD - PARKWAY DRAIN

FH - FIRE HYDRANT
(E) - EXISTING

DW - DRIVE WAY ACCESS
C-T - CABLE AND COMMUN.

C&G - CURB AND GUTTER
PRINT DATE 05/05/2022
Packet Pg. 151

POTS SPOTS POT
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OBS.

OBS.

OBS.

OBS.

OBS.

Obscured
Area
OBS.

Obscured Area Obscured Area
OBS.

Conc.

Asp
h.

Asph.

Asph.

Conc.

Conc.

Asph.

Asph.

Conc.

OBS.

OBS.

MH
MH
MH
MH
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17 0
17 0
05 1705
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1650
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1690
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1690
1695
1695
1695
1700
17 0
17 0
05 1705
1710
1715

REGSTEER D
SSO AL
E
NG EN
EER

CALFORN
ST
IA

TA E OF
PROF N
CIVIL
No. 28500
Expires 3-31-

DOUGLAS
N
GOODMA
L.

RCE 28500, 3-31-2024 3
4 G&A JOB NO.:

AS SHOWN
2079 SKY VIEW DRIVE
COLTON, CA 92324
(909) 824-2775
DOUGLAS L. GOODMAN DATE
2 Goodman & ASSOCIATES SCALE:

DATE:

PREPARED FOR DEDEAUX PROPERTIES

IN THE CITY OF SAN BERNARDINO
APN 0266-041-22 AND 40
BENCHMARK: CITY OF S.B. HI - 1
ELEVATION = 1705.55 (NAVD 88)

4.9 FEET ABOVE THE GROUND.

COLUMN OF THE PALM AVENUE OVERPASS OF I-215,

VERTICALLY IN THE NORTHERLY FACE OF THE NORTHEAST
A 3" STANDARD BRASS DISK STAMPED "T-1445-1989", SET

LOGISTICS FACILITY
5770 N. INDUSTRIAL PARKWAY
101

WAREHOUSE
153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 103 102
101

WAREHOUSE
206
102
ELECT.
103
OFFICE
16'-3"
4'-8" 10'-11"
3'-9"
7'-9" 7'-7"
101
F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 D5 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 D7 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 D7 E8
C7.1
D7
DOOR
VAN
CS
EV
CS
EV
CS
EV
CS
EV
CS
EV
CS
EV
CS
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CA/VP
EV
CS
EV
CS
EV
CA/VP
EV
CA/VP
EV
CP
CA
CP
CA
CS
TRUCK
CS
TRUCK
SL(E)

EDGE PVMT
WV (E)
FH (E)
SL(E)

EDGE PVMT SL(E)
1 MODIFIED SITE PLAN
05/05/2022

PRINT DATE
1 40 0 40 80 120
SCALE 1"= 40'
SBMWD

AIR RELEASE/VACUUM RELEASE (E)

SB COUNTY MONITORING MH (E)

SBMWD BLOW OFF (E)

BLOW OFF ACV

EDISON(E) SL(E) SL(E)

SECTION A-A
A
A
ENCROACHMENT PERMIT - 34' MAXIMUM
FENCE

PROPOSED
5 MIN.
'
>
>
5 MIN.
'
MIN.
7'
FENCE

PROPOSED
FENCE

PROPOSED

STREET EASEMENT

EXISTING

STREET EASEMENT

EXISTING
FENCE

PROPOSED
44'
>
1675
1670
1675
1670
1 665
LEGEND
PALM
AVENUE
A.T.&S.F. RAILROAD
20'20'
20'20'
24'
75' 75'
>
>
>
>
20'

INDUSTRIAL PARKWAY - PRIVATE ROAD
100'

CAJON BOULEVARD

INDUSTRIAL PARKWAY
FF
-
8 1.00
FF
-

77.9 1
4' DOCK - 0.50% 4' DOCK - 0.50%
4' DOCK - 0.50% 4' DOCK - 0.50%

77.00 FS

77.00 FS

74.11 FS

74.24 FS
FF
-

78.1 1

0.50% 0.50%

77.20 FS
HP

3.00%

78.50 FS

0.72%

75.65 FL

3.00% 76.32 TC

3.00%

68.87 FL

69.54 TC

1.18%

2.18%

3.00%

72.29 FS

72.79 TC

4.50%

74.36 FS

74.86 TC

74.36 FS

74.86 TC
HP

72.56 FS

65.05 FS

65.55 TC

64.53 FS

65.03 TC

67.71 FL

68.21 TC

69.15 FL

69.65 TC

66.84 FL

67.90 FL 67.34 TC

68.40 TC

71.01 FS

71.51 TC

69.94 FL

70.44 TC

68.46 FL

68.96 TC

71.45 FL

71.95 TC

63.95 FL

64.62 TC

1.44%
(64.04) FL
(64.71) TC
(62.80) FL
(63.47) TC

70.41 FS

70.91 TC

66.27 FS

66.77 TC

72.31 FS

72.81 TC

0.50%

66.83 FL

67.50 TC

65.00 FL

65.67 TC

3.00%

1.00%

64.69 FS

65.19 TC

65.38 FS

65.88 TC

65.60 FS

66.10 TC

64.47 FL

65.14 TC

0.50%

71.30 FS

71.80 TC

70.69 FL

71.19 TC

68.83 FS

69.33 TC

71.59 FS

72.09 TC

68.35 FS

68.85 TC

66.01 FL

66.51 TC

66.00 FL

66.50 TC

72.60 FS

73.10 TC

70.88 FS

71.38 TC

71.27 FS

71.77 TC

69.45 FS

69.95 TC

68.74 FS

69.24 TC 66.89 FL

67.39 TC

68.02 FS

68.52 TC

67.35 FL

67.85 TC

3.00%

64.31 FS

64.81 TC

1.85%

2.53%

3.00%

1.87%

1.18%

71.98 FS

72.48 TC

71.35 FS

71.85 TC

67.75 FS

68.25 TC

66.99 FL

67.49 TC

70.65 FL

71.15 TC

76.70 FL

0.94%

72.30 FL

72.97 TC

1.18%

74.00 FL
GB GB 1.33%

RD RD RD RD RD RD RD RD
FLOOR 0.50%

ROOFSLOPE

ROOFSLOPE

ROOFSLOPEROOFSLOPE

64.88 FS

65.55 TC

64.36 FS

65.03 TC

4.50%

2.21%
GB
GB
LP
4 LP
.00%
CROWN

2.90%

72.58 FS

73.08 TC

73.39 FS

73.89 TC
HP
HP

1.61%

3.91%

6.05%

3.00%
GB

2.81%

4.50%

4.50%

69.58 FS

70.08 TC

72.31 FS

72.81 TC

71.48 FS

71.98 TC

3.00%

1.10%

0.50%
GB
(E) PP, PIP
2' MAX.

RETAINING WALL
2' MAX.

RETAINING WALL
(E) PP, PIP

PIP - PROTECT IN PLACE

RD - ROOF DRAIN

FL - FLOW LINE

FS - FINISH SURFACE

TC - TOP OF CURB

LP - LOW POINT

HP - HIGH POINT

GB - GRADE BREAK

WV - WATER VALVE

UB - UTILITY BOX

SW - SIDEWALK

SL - STREET LIGHT

MH - MANHOLE

PP - POWER POLE

PL - PROPERTY LINE

PWD - PARKWAY DRAIN

FH - FIRE HYDRANT
(E) - EXISTING

DW - DRIVE WAY ACCESS
C-T - CABLE AND COMMUN.

C&G - CURB AND GUTTER
5770 N. INDUSTRIAL PARKWAY LOGISTICS FACILITY, SAN BERNARDINO, CA BASIN
FLOW
OVER
PIPE

OVER-FLOW

62.40FG
BOT=
ELEV=62.40 FG
28' WIDE SPILLWAY

SEE WQMP

UNDERGROUND STORM CHAMBERS

PRELIMINARY EARTHWORK ESTIMATE

PRELIMINARY GRADING PLAN

VICINITY MAP
STD.DRIVEAPP.

EMERGENCYACCESS
GATED

2.21%
GB

71.63 FS

72.13 TC

78.00 FS
GB

71.82 FS

74.55 FS 71.08 FS
GB

DRAIN (PROTECT)
EX. UNDERSIDEWALK
WALL
END
FENCE
LEGEND
60 0 60 120 180
SCALE 1"= 60'
PALM
AVENUE
20'20'
>
24'
>
24' 20'
75' 75'

PIP - PROTECT IN PLACE

RD - ROOF DRAIN

FL - FLOW LINE

FS - FINISH SURFACE

TC - TOP OF CURB

LP - LOW POINT

HP - HIGH POINT

GB - GRADE BREAK

WV - WATER VALVE

UB - UTILITY BOX

SW - SIDEWALK

SL - STREET LIGHT

MH - MANHOLE

PP - POWER POLE

PL - PROPERTY LINE

PWD - PARKWAY DRAIN

FH - FIRE HYDRANT
(E) - EXISTING

DW - DRIVE WAY ACCESS
C-T - CABLE AND COMMUN.

C&G - CURB AND GUTTER
5770 N. INDUSTRIAL PARKWAY LOGISTICS FACILITY, SAN BERNARDINO, CA 3 FINISH CONTOURS & SECTIONS

PRELIMINARY DRAINAGE PLAN

PRELIMINARY DRAINAGE PLAN, FINISH CONTOURS & SECTIONS
1670
1680
1690
0+00 1+00 2+00
1660
1670
1680
0+00 1+00 2+00
1660
1670
0+00 1+00

SECTION B-B SECTION C-C SECTION D-D
SECTION SCALES: HORI. 1"=30', VERT. 1"=10'

EXIST SURFACE

PROPOSED FINISH SURFACE

3.00%MAX
INDUSTRIALPKWY.

PR
O
P
ER
TY
LIN
E

EXIST SURFACE

PROPOSED FINISH SURFACE

EXIST SURFACE

PROPOSED FINISH SURFACE

SECURITY FENCE

AT&SF R/R

SECURITY FENCE
2:1 MAX RET. WALL
2:1 MAX
PRINT DATE 05/05/2022
PR
O
P
ER
TY
LIN
E
EA
S
EM
EN
T
LIN
E
O
F
S
TR
EET
EXIS
TIN
G
S
O
U
TH

CAJON BOULEVARD
PERMIT

ENCROACHMENT
19'

SCREEN WALL
PKWY.

INDUSTRIAL
OLD

6.3'+/-
EX 12"W
ATER
M
AIN
5'+/-

EX MCI LINE

7.5'+/-

CAJON BOULEVARD
OLD INDUSTRIAL PKWY.
19' ENCROACHMENT PERMIT
STREET EASE.

SOUTH LINE EX

INDUSTRIAL PARKWAY - PRIVATE ROAD

END WALL
44' ENCROACHMENT PERMIT
5/05/2022
1670
1680
1690
0+00 1+00 2+00

SECTION A-A

EXIST SURFACE

3.00%MAX

PROPOSED FINISH SURFACE
S
TR
EET
EA
S
EM
EN
T
S
O
U
TH
EA
S
TER
LY
LIN
E
EX 16" WATER MAIN
C
L
O
LD
PALM
AVE.
10'
VARIES - 5' MIN.

FENCE

SECURITY
VARIES - 34' MAX.

PERMIT

ENCROACHMENT
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5770 N. INDUSTRIAL PARKWAY MATERIALS BOARD SAN BERNARDINO, CA DE6374 "SILVER POLISH" BUILDING BASE COLOR DUNN EDWARDS DE6376 "LOOKING GLASS" BUILDING FIN COLOR DUNN EDWARDS GLAZING - MEDIUM PERFORMANCE COLOR: BLUE MULLIONS - ALUMINUM FINISH: CLEAR ANODIZED CANOPY - METAL DEW380 "WARM WHITE" MAIN BUILDING COLOR DUNN EDWARDSP2 SW6187 "ROSEMARY" ACCENT COLOR - GREEN SHERWIN-WILLIAMS P1 P3 P4 G1 M1 P1 P2 M2    
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FINAL MITIGATED NEGATIVE DECLARATION

FOR THE

INDUSTRIAL PARKWAY PROJECT
Lead Agency:

City of San Bernadino
Planning Department
290 N D St.

San Bernardino, CA 92401
Project Applicant:

Dedeaux Properties
100 Wilshire Boulevard, Suite 250
Santa Monica, CA 90401
CEQA Consultant:
2355 Main Street, Suite 100
Irvine, CA 92614
April May 2022
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
i
Contents
CHAPTER 1: PUBLIC REVIEW MND
1 INTRODUCTION........................................................................................................................................................1

1.1 PURPOSE AND SCOPE ..................................................................................................................................1 2 ENVIRONMENTAL SETTING ...................................................................................................................................3

2.1 PROJECT LOCATION .....................................................................................................................................3

2.2 EXISTING PROJECT SITE................................................................................................................................3

2.3 EXISTING LAND USES AND ZONING DESIGNATION OF THE PROJECT SITE.....................................3

2.4 SURROUNDING GENERAL PLAN AND ZONING DESIGNATIONS .......................................................3 3 PROJECT DESCRIPTION........................................................................................................................................ 15

3.1 PROJECT OVERVIEW........................................................................................................................................ 15

3.2 PROJECT FEATURES .......................................................................................................................................... 15

3.3 GENERAL PLAN AND ZONING......................................................................................................................... 16

3.4 CONSTRUCTION AND PHASING....................................................................................................................... 16

3.5 OPERATIONAL CHARACTERISTICS..................................................................................................................... 16

3.6 DISCRETIONARY APPROVALS, PERMITS, AND STUDIES ..................................................................................... 16

3.7 BACKGROUND............................................................................................................................................ 25

3.8 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED........................................................................ 26

3.9 DETERMINATION: ........................................................................................................................................ 27 5 ENVIRONMENTAL ANALYSIS.............................................................................................................................. 29

5.1 AESTHETICS................................................................................................................................................... 29

5.2 AGRICULTURE AND FORESTRY RESOURCES.......................................................................................... 32

5.3 AIR QUALITY................................................................................................................................................. 35

5.4 BIOLOGICAL RESOURCES. ........................................................................................................................ 43

5.5 CULTURAL RESOURCES. ............................................................................................................................. 48

5.6 ENERGY. ........................................................................................................................................................ 51

5.7 GEOLOGY AND SOILS............................................................................................................................... 55

5.8 GREENHOUSE GAS EMISSIONS............................................................................................................... 60

5.9 HAZARDS AND HAZARDOUS MATERIALS. ............................................................................................. 63

5.10 HYDROLOGY AND WATER QUALITY...................................................................................................... 70

5.11 LAND USE AND PLANNING....................................................................................................................... 76

5.12 MINERAL RESOURCES................................................................................................................................. 96

5.13 NOISE............................................................................................................................................................. 98

5.14 POPULATION AND HOUSING................................................................................................................107

5.15 PUBLIC SERVICES. ......................................................................................................................................109

5.16 RECREATION...............................................................................................................................................112

5.17 TRANSPORTATION....................................................................................................................................113

5.18 TRIBAL CULTURAL RESOURCES. ..............................................................................................................117

5.19 UTILITIES AND SERVICE SYSTEMS...........................................................................................................122

5.20 WILDFIRES...................................................................................................................................................127

5.21 MANDATORY FINDINGS OF SIGNIFICANCE.......................................................................................130 6 DOCUMENT PREPARERS AND CONTRIBUTORS ...........................................................................................132 7 REFERENCES..........................................................................................................................................................133 CHAPTER 2: RESPONSE TO COMMENTS
CHAPTER 3: MITIGATION MONITORING AND REPORTING PROGRAM
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
ii
Tables
TABLE 1: SURROUNDING EXISTING LAND USE, ZONING, AND SPECIFIC PLAN DESIGNATIONS....................................................................3 TABLE AES-1: INDUSTRIAL HEAVY DEVELOPMENT STANDARDS.................................................................................................................30 TABLE AQ-1: SCAQMD REGIONAL DAILY EMISSIONS THRESHOLDS ......................................................................................................36 TABLE AQ-2: PROJECT CONSTRUCTION EMISSIONS AND REGIONAL THRESHOLDS..................................................................................37 TABLE AQ-3: PROJECT OPERATIONAL EMISSIONS AND REGIONAL THRESHOLDS.....................................................................................38 TABLE AQ-4: LOCALIZED SIGNIFICANCE SUMMARY OF CONSTRUCTION EMISSIONS...............................................................................39 TABLE AQ-5: LOCALIZED SIGNIFICANCE SUMMARY OF OPERATION EMISSIONS......................................................................................39 TABLE AQ-6: SUMMARY OF PROPOSED PROJECT HEALTH RISK ASSESSMENT..........................................................................................40 TABLE BIO-1: POTENTIALLY OCCURRING PLANT SPECIES..........................................................................................................................44 TABLE BIO-2: POTENTIALLY OCCURRING ANIMAL SPECIES .......................................................................................................................44 TABLE E-1: CONSTRUCTION EQUIPMENT FUEL USAGE ..............................................................................................................................51 TABLE E-2: ESTIMATED CONSTRUCTION WORKER FUEL CONSUMPTION ..................................................................................................52 TABLE E-3: PROJECT ANNUAL OPERATIONAL ENERGY DEMAND SUMMARY .............................................................................................53 TABLE GHG-1: GREENHOUSE GAS EMISSIONS.......................................................................................................................................61 TABLE LU-1: SAN BERNARDINO GENERAL PLAN CONSISTENCY................................................................................................................77 TABLE LU-2: RTP/SCS CONSISTENCY .....................................................................................................................................................94 TABLE N-1: FTA PROJECT EFFECTS ON CUMULATIVE NOISE EXPOSURE ...................................................................................................98 TABLE N-2: FTA CONSTRUCTION NOISE CRITERIA ...................................................................................................................................99 TABLE N-3: SHORT TERM NOISE MEASUREMENT SUMMARY ...................................................................................................................101 TABLE N-4: CONSTRUCTION REFERENCE NOISE LEVELS ..........................................................................................................................103 TABLE N-5: CONSTRUCTION NOISE LEVELS AT SENSITIVE RECEIVERS......................................................................................................104 TABLE N-6: ONSITE OPERATIONAL NOISE LEVELS ..................................................................................................................................104 TABLE N-7: PROJECT OFF-SITE TRAFFIC NOISE ......................................................................................................................................105 TABLE N-5: CONSTRUCTION EQUIPMENT VIBRATION LEVELS..................................................................................................................106 TABLE T-1: PROJECT TRIP GENERATION ..................................................................................................................................................113 TABLE UT-1: SBMWD PROJECTED WATER DEMAND AND SUPPLY COMPARISON (AF)........................................................................124 Figures
FIGURE 2-1: REGIONAL LOCATION..............................................................................................................................................................5 FIGURE 2-2: LOCAL VICINITY.......................................................................................................................................................................7 FIGURE 2-3: AERIAL .....................................................................................................................................................................................9 FIGURE 2-4: SITE PHOTOS........................................................................................................................................................................11 FIGURE 2-5: EXISTING UDSP LAND USE ..................................................................................................................................................13 FIGURE 3-1: CONCEPTUAL SITE PLAN.......................................................................................................................................................17 FIGURE 3-2: ELEVATIONS..........................................................................................................................................................................19 FIGURE 3-3: LANDSCAPE PLAN.................................................................................................................................................................21 FIGURE 3-4: PROPOSED UDSP LAND USE ...............................................................................................................................................23 FIGURE N-1: NOISE MEASUREMENT LOCATIONS ....................................................................................................................................102 Appendix
Appendix A. Air Quality, Energy, and Greenhouse Gas Impact Analysis Appendix B. Health Risk Assessment
Appendix C. General Biological Assessment
Appendix D. Phase I Cultural and Paleontological Resources Assessment Appendix E. Geotechnical Investigation
Appendix F. Phase I Environmental Site Assessment
Appendix G. Phase II Environmental Site Assessment
Appendix H. Preliminary Water Quality Management Plan
Appendix I. Preliminary Drainage Report
Appendix J. Noise Impact Analysis
Appendix K. Traffic Impact Analysis
Appendix L. VMT Screening Analysis
Appendix M. Comment Letters and Supporting Documents
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
2-1
Chapter 1. Public Review MND
1 INTRODUCTION

1.1 PURPOSE AND SCOPE
This document is an Initial Study and Mitigated Negative Declaration (IS/MND) prepared pursuant to the California Environmental Quality Act (CEQA) for the proposed Industrial Parkway Project, which involves a Development Code Amendment (DCA 21-03) (Zoning Map Amendment) to change the existing zoning designation of a parcel (APN 0266-041-40) from 3.94 acres of Commercial General (CG-1) to Industrial Heavy (IH); Subdivision (SUB 21-09) (Tentative Parcel Map No. 20430) to allow the consolidation of two parcels containing a total of approximately 11.07 acres into one parcel, and Development Permit Type-D (DP-D 21-15) to allow the development and establishment of a 52,160 square-foot (SF) tilt up truck terminal facility at the southwest corner of the Palm Avenue and the Industrial Parkway intersection (proposed Project, Project). This IS/MND has been prepared in accordance with CEQA, Public Resources Code Sections 21000 et seq., and the Guidelines for Implementation of the California Environmental Quality Act (State CEQA Guidelines).

An initial study is conducted by a lead agency to determine if a project may have a significant effect on the environment. In accordance with CEQA Guidelines Section 15064, an environmental impact report (EIR) must be prepared if the initial study indicates that the proposed project under review may have a potentially significant impact on the environment. A negative declaration may be prepared instead, if the lead agency prepares a written statement describing the reasons why a proposed project would not have a significant effect on the environment, and, therefore, why it does not require the preparation of an EIR (State CEQA Guidelines Section 15371). According to State CEQA Guidelines Section 15070, a negative declaration shall be prepared for a project subject to CEQA when either:
(a) The initial study shows there is no substantial evidence, in light of the whole record before the agency, that the project may have a significant effect on the environment, or (b) The initial study identified potentially significant effects, but:
(1) Revisions in the project plans or proposals made by or agreed to by the applicant before a proposed mitigated negative declaration and initial study are released for public review would avoid the effects or mitigate the effects to a point where clearly no significant effects would occur, and
(2) There is no substantial evidence, in light of the whole record before the agency, that the project as revised may have a significant effect on the environment.

If revisions are adopted into the proposed project in accordance with the State CEQA Guidelines Section 15070(b), a mitigated negative declaration is prepared. This document includes such revisions in the form of mitigation measures. Therefore, this document is a Mitigated Negative Declaration and incorporates all of the elements of an Initial Study. Hereafter this document is referred to as an IS/MND.

This IS/MND incorporates by reference the City of San Bernardino General Plan EIR and the technical documents that relate to the proposed Project or provide additional information concerning the environmental setting of the proposed Project. The information within in this IS/MND is based on the following technical studies and/or planning documents:
• City of San Bernadino General Plan
(http://www.ci.san-bernardino.ca.us/pdf/DevSvcs/General%20Plan%20Document.pdf) • City of San Bernardino General Plan EIR
• City of San Bernadino Municipal Code
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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
2-2
(http://www.ci.san-bernardino.ca.us/civicax/filebank/blobdload.aspx?blobid=19233) • University District Specific Plan (UDSP)
(http://www.sbcity.org/pdf/DevSvcs/University%20Dist%20SP%2011-05.pdf) • Technical studies, personal communications, and web sites listed in Section 6, References In addition to the websites listed above, all documents are available for review at the City of San Bernadino Planning Division, located at 290 N D Street, San Bernardino, CA 92401. The proposed Project evaluated herein involves a Development Code Amendment, a Tentative Parcel Map, and Development Permit review for demolition of an existing 34,000 SF industrial building and construction of an approximately 52,160 SF tilt up truck terminal facility on an approximately 11.07-acre site located at the southwest corner of the Palm Avenue and the Industrial Parkway intersection. The northern portion of the site is designated as Commercial General (CG-1), and the southern portion of the site is designated as Industrial Heavy (IH) by the UDSP. These uses are consistent with the intended uses provided and analyzed by the UDSP for the site, and as such, is consistent with the UDSP EIR.

This IS/MND serves as the environmental review for the proposed Industrial Parkway Project. The Project proposes development of a site within the boundaries of the City of San Bernadino, which would fulfill the purpose of the City’s General Plan and Specific Plan’s land use designation for the site.

Public circulation of the Draft IS/MND was conducted from April 9, 2022 to April 28, 2022. Changes made to the Draft MND are identified here in strikeout text to indicate deletions and in underlined text to signify additions.

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Mitigated Negative Declaration
City of San Bernadino Industrial Parkway Project
2-3
2 ENVIRONMENTAL SETTING

2.1 PROJECT LOCATION
The proposed Project site is located within the northwestern portion of the City of San Bernardino, on two parcels southwest of the Palm Avenue and the Industrial Parkway intersection. Regional access to the Project site is provided by Interstate 215 (I-215) and the Interstate 215 Palm Avenue exit. Local access to the site is provided from Palm Avenue and Industrial Parkway. The Project site and surrounding area is shown in Figure 2-1, Regional Location, and Figure 2-2, Local Vicinity.

2.2 EXISTING PROJECT SITE
The Project site comprises two parcels encompassing approximately 11.07 acres. These parcels are identified as Assessor’s Parcel Numbers 0266-041-40 and 0266-041-22. APN 0266-041-40 consists of vacant land and 0266-041-22 is developed with an industrial warehouse building. The site is relatively flat with a gentle slope in the southeasterly direction. The Project site contains sparse vegetation consisting of grasses, weeds, and trees. The Project site’s existing conditions are shown in Figure 2-3, Aerial and Figure 2- 4, Site Photos.

Existing Easements
The Project site includes an 80-foot road easement along Industrial Parkway and the A.T. & S.F. Railroad frontage, a 10-foot SCE easement along the A.T. & S.F. Railroad frontage, a 10-foot PT & TC easement along the southwestern and northwestern portions of the site, and a 13-foot SCE easement along southeastern property line.

2.3 EXISTING LAND USES AND ZONING DESIGNATION OF THE PROJECT SITE The Project site has a General Plan Land Use designation of University District Specific Plan (UDSP). Within the UDSP, the Project site is partially designated as Commercial General (CG-1) and partially designated as Industrial Heavy (IH), as shown on Figure 2-5, Existing UDSP Land Use. The northern portion of the site is designated as CG-1 and the southern portion of the site is designated as IH. The UDSP states that the CG1 designation is intended for local and regional serving retail, personal service, entertainment, office, related commercial uses, and limited residential uses with a Conditional Use Permit (CUP) at a Floor Area Ratio (FAR) of 0.7 per the San Bernardino Development Code Chapter 19.06. The IH designation is intended for a variety of intense industrial activities that could potentially generate significant impacts, such as excessive noise, dust, and other nuisances, such as rail yards and multi-modal transportation centers at a FAR of 0.75.

The IH zone is regulated per the San Bernardino Development Code Chapter 19.08.

2.4 SURROUNDING GENERAL PLAN AND ZONING DESIGNATIONS
The Project site is located within a predominately industrialized area. The surrounding land uses are described in Table 1.

Table 1: Surrounding Existing Land Use, Zoning, and Specific Plan Designations Existing Land Use General Plan
Designation Zoning Designation Specific Plan Designation Northeast J.C. Penny
Distribution Center
University District
Specific Plan -
Commercial General
(CG-1) and Industrial
Light (IL)
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Existing Land Use General Plan
Designation Zoning Designation Specific Plan Designation Northwest
Palm Avenue
followed by vacant
land.

Industrial Light (IL) Industrial Light (IL) -
Southeast
Vacant land
followed by an
industrial
warehouse.

University District
Specific Plan - Industrial Heavy (IH)
Southwest
A.T. & S.F. Railroad
followed by Route
66 and an industrial
warehouse.

Calmat Cajon Creek
Specific Plan - Industrial Extractive (IE)
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5770 Industrial Parkway Project IS/MND
Regional Location
Figure 2-1
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5770 Industrial Parkway Project IS/MND
Local Vicinity
Figure 2-2
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5770 Industrial Parkway Project IS/MND
Aerial
Figure 2-3
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5770 Industrial Parkway Project IS/MND
Site Photos
Figure 2-4
Southern views of the northern edge of the Project Site from Palm Avenue.

Western views of the eastern edge of the Project Site from Industrial Parkway.

Eastern views of the western edge of the Project Site from Cajon Boulevard.

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5770 Industrial Parkway Project IS/MND
UDSP Land Use Designation
Figure 2-5
Commercial General (CG-1)
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3 PROJECT DESCRIPTION

3.1 Project Overview
Dedeaux Properties (Applicant) is requesting approval from the City of San Bernardino to demolish the existing 34,000 SF industrial building and other site improvements to construct a new 52,160 SF tilt up truck terminal facility. The proposed building would result in a FAR of 0.108. Figure 3-1, Conceptual Site Plan, illustrates the proposed site plan.

3.2 Project Features
Building Summary and Architecture
The proposed truck terminal building would be single-story and approximately 36 feet tall, and include a mezzanine, loading docks, and associated vehicle and truck trailer parking spaces. The truck terminal building would include approximately 46,160 SF of warehouse space, 3,000 SF ground floor office, and a 3,000 SF mezzanine.

As shown in Figure 3-2, Elevations, the proposed Project would establish an architectural presence through emphasis on building finish materials and consistent material usage and color scheme. The building would also be set back by over 175 feet along Palm Avenue and 144 feet along Industrial Parkway and landscaping would be provided along Industrial Parkway and Palm Avenue in order to screen buildings and loading docks. The use of landscaping, building layout, finish materials, and accenting on the Project site would create a quality architectural presence along Industrial Parkway and Palm Avenue.

Parking and Loading Dock Summary
Truck loading docks would be located along both the north and south lengths of the building. The building would include 100 loading dock doors and 1 grade door. The Project would also provide 141 trailer stalls located along the property lines abutting Palm Avenue west of the building and the railroad, south of the buildings. The proposed trailer stalls would include 4 electric truck charging stations. Additionally, the Project would provide 52 passenger vehicle parking stalls, 5 handicapped parking spaces, with 16 electric vehicle/clean air/carpool spaces. The proposed Project would include 9 electric vehicle chargers. The Project would also include a bike rack.

Landscaping and Fencing
A concrete screen wall is proposed on the Project boundaries along Industrial Parkway and Palm Avenue.

An 8-foot-high tubular steel fence is proposed around the passenger vehicle parking area. An 8-foot-high chain link fence is proposed along the southern Project boundaries. The proposed Project includes approximately 43,139 SF of ornamental landscaping that would cover approximately 15.1 percent of the site, as shown in Figure 3-3, Landscape Plan. Proposed landscaping would include 24-inch box trees, 15- gallon trees, various shrubs, and succulents to screen the proposed building, infiltration/detention basin, and parking and loading areas from off-site viewpoints. As shown in Figure 3-3, no trees would be planted within the SCE easements.

Access and Circulation
Access to the proposed Project would be provided via two driveways from Industrial Parkway. Internal circulation will be via 40-foot to 65-foot drive aisles. Access to trailer stalls and loading dock areas would be controlled through the use of swinging and sliding gates.

Infrastructure Improvements
Water and Sewer Improvements
The Project would connect to the existing onsite water lines that connect to the existing 12-inch diameter water line in Industrial Parkway. The existing onsite sewer system would connect to the existing 8-inch diameter sewer line in Industrial Parkway.

Drainage Improvements
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Underground stormwater chambers are proposed on the southwest corner of the site. Overflow from the underground storm chambers would be discharged into an aboveground overflow basin on the southwestern corner at the property boundary.

Sidewalk Improvements
The proposed Project would include construction of a sidewalk along the Project’s frontage on Industrial Parkway.

3.3 General Plan and Zoning
The Project site has a General Plan designation of UDSP and UDSP designation of Industrial Heavy (IH) and Commercial General (CG-1). The proposed Project would require a Development Code Amendment to change the designation of the northern parcel from CG-1 to IH, as shown on Figure 3-4, Proposed UDSP Land Use. The IH designation would allow for development of heavy manufacturing industrial development at a FAR of 0.75.

3.4 Construction and Phasing
Construction activities would occur over one phase and include demolition, site preparation, grading, building construction, paving, and architectural coatings. Grading work of soils is expected to result in approximately 18,340 cubic yards (CY) of cut and 51,850 CY of fill soils for a net import of 33,510 CY of soil. Construction is expected to occur over 18 months and would occur within the hours allowable by the San Bernardino Code Section 8.54.070, which states that construction shall occur only between the hours of 7:00 AM and 8:00 PM.

3.5 Operational Characteristics
The Project would be operated as a warehouse/truck terminal. Typical operational characteristics include employees traveling to and from the site, delivery of materials and supplies to the site, and truck loading and unloading. Operation is assumed to be 24 hours a day, 7 days a week.

3.6 Discretionary Approvals, Permits, and Studies
The following discretionary approval, permits, and studies are anticipated to be necessary for implementation of the proposed Project:

City of San Bernardino
• Development Code Amendment (DCA21-03) (Zoning Map Amendment) • Subdivision (SUB21-09) (Tentative Parcel Map No. 20430) • Development Permit Type-D (DP-D21-15)
• Adoption of this Mitigated Negative Declaration
• Approvals and permits necessary to execute the proposed Project, including but not limited to, demolition permit, grading permit, building permit, etc. • Lot Merger (ministerial approval)
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5570 Industrial Parkway Project IS/MND Figure 3-1
Conceptual Site Plan
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5570 Industrial Parkway Project IS/MND
Elevations
Figure 3-2
West Elevation
East Elevation
North Elevation
South Elevation
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5570 Industrial Parkway Project IS/MND Figure 3-3
Landscape Plan
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5770 Industrial Parkway Project IS/MND
Proposed UDSP Land Use Designation
Figure 3-4
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ENVIRONMENTAL CHECKLIST

3.7 BACKGROUND
Date: March 2022
Project Title:

Industrial Parkway Project
Lead Agency:

City of San Bernardino,
290 N D Street
San Bernardino, CA 92401
Lead Agency Contact:

Harald Luna
City of San Bernardino, Planning Division
[email protected]
(909) 384-5357
Project Location:

11.07-acre site comprised of two parcels (with Assessor’s Parcel Numbers (0266-041-40 and 0266- 041-22) at the southwest corner of the Palm Avenue and the Industrial Parkway intersection.

Project Sponsor’s Name and Address:

DEDEAUX PROPERTIES
1299 Ocean Ave., 9th Floor
Santa Monica, CA 90401
General Plan and Zoning Designation:

The Project site has a General Plan Land Use designation of University District Specific Plan (UDSP).

Within the UDSP, the Project is partially designated as Commercial General (CG-1), and partially designated as Industrial Heavy (IH).

Project Description:

The applicant for the proposed Project is requesting approval from the City of San Bernardino to demolish the existing industrial building and other site improvements to construct a new 52,160 SF tilt up truck terminal facility. The proposed building would result in an FAR of 0.108. Figure 3-1, Conceptual Site Plan, illustrates the proposed site plan.

Other Public Agencies Whose Approval is Required:

Not Applicable
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3.8 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
The environmental factors checked below ( ) would be potentially affected by this Project, involving at least one impact that is a “Potentially Significant Impact” or “Less than Significant with Mitigation Incorporated” as indicated by the checklist on the following pages.

Aesthetics Agriculture and Forest
Resources
Air Quality
Biological Resources Cultural Resources Energy
Geology/Soils Greenhouse Gas Emissions Hazards and Hazardous Materials
Hydrology/Water Quality Land Use/Planning Mineral Resources Noise Population/Housing Public Services
Recreation Transportation Tribal Cultural Resources
Utilities/Service Systems Wildfire Mandatory Findings of Significance
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3.9 DETERMINATION:
(To be completed by the Lead Agency) on the basis of this initial evaluation I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared.

I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.

I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required.

I find that the proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.

I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. ___________________________________________________________________________________ Signature Date
___________________________________________________________________________________ Printed Name For

EVALUATION OF ENVIRONMENTAL IMPACTS
1) A brief explanation is required for all answers except “No Impact” answers that are adequately supported by the information sources a lead agency cites in the parentheses following each question.

A “No Impact” answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one involved (e.g., the project falls outside a fault rupture zone). A “No Impact” answer should be explained where it is based on project-specific factors as well as general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project-specific screening analysis). 2) All answers must take account of the whole action involved, including off-site as well as on-site, cumulative as well as project-level, indirect as well as direct, and construction as well as operational impacts.
3) Once the lead agency has determined that a particular physical impact may occur, then the checklist answers must indicate whether the impact is potentially significant, less than significant with mitigation, or less than significant. “Potentially Significant Impact” is appropriate if there is Packet Pg. 184
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substantial evidence that an effect may be significant. If there are one or more “Potentially Significant Impact” entries when the determination is made, an EIR is required. 4) “Negative Declaration: Potentially Significant Unless Mitigation Incorporated” applies where the incorporation of mitigation measures has reduced an effect from “Potentially Significant Impact” to a “Less Significant Impact.” The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect to a less than significant level (mitigation measures from “Earlier Analysis,” as described in (5) below, may be cross-referenced). 5) Earlier analysis may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect has been adequately analyzed in an earlier EIR or negative declaration. Section 15063 (c)(3)(d). In this case, a brief discussion should identify the following:
(a) Earlier Analysis Used. Identify and state where they are available for review. (b) Impacts Adequately Addressed. Identify which effects from the above checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis.
(c) Mitigation Measures. For effects that are “Less than Significant with Mitigation Measures Incorporated,” describe the mitigation measures which were incorporated or refined from the earlier document and the extent to which they address site-specific conditions for the project.
6) Lead agencies are encouraged to incorporate into the checklist references to information sources for potential impacts (e.g., general plans, zoning ordinances). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated.
7) Supporting Information Sources: A source list should be attached, and other sources used or individuals contacted should be cited in the discussion. 8) This is only a suggested form, and lead agencies are free to use different formats; however, lead agencies should normally address the questions from this checklist that are relevant to a project’s environmental effects in whatever format is selected.
9) The analysis of each issue should identify: (a) the significance criteria or threshold used to evaluate each question; and (b) the mitigation measure identified, if any, to reduce the impact to less than significance.

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54 ENVIRONMENTAL ANALYSIS
This section provides evidence to substantiate the conclusions in the environmental checklist.

Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.1AESTHETICS. Except as provided in Public
Resources Code Section 21099 would the project:
a) Have a substantial adverse effect on a scenic
vista?
b) Substantially damage scenic resources,
including, but not limited to, trees, rock
outcroppings, and historic buildings within a state
scenic highway
c) In non-urbanized areas, substantially degrade
the existing visual character or quality of public
views of the site and its surroundings? (public
views are those that are experienced from
publicly accessible vantage point). If the project is
in an urbanized area, would the project conflict
with applicable zoning and other regulations
governing scenic quality?
d) Create a new source of substantial light or
glare which would adversely affect day or
nighttime views in the area?
a) Have a substantial adverse effect on a scenic vista? Less Than Significant Impact. The Project site is currently partially developed with an existing 34,000 SF, single-story industrial building. The proposed Project would demolish the existing building to develop a new single-story, 36-foot-tall tilt up truck terminal facility. As per the San Bernardino City Municipal Code Section

19.20.030, there is no maximum allowable building height for Industrial Heavy (IH) structures. Additionally, the San Bernardino City General Plan does not designate any scenic vistas or protected viewsheds.

The new 36-foot-high truck terminal building would be set back from the adjacent streets and would not encroach into the existing public long-distance views. Views of the surrounding foothills of the San Bernardino Mountains are available from public vantage points on Palm Avenue and Industrial Parkway. The proposed Project includes setbacks of over 175 feet along Palm Avenue and 144 feet along Industrial Parkway, which is 165 feet more than the 10-foot minimum required building setback along Palm Avenue and 124 feet more than the 20-foot minimum required building setback along Industrial Parkway. The Project does not encroach upon views of the neighboring mountains from pedestrian and motorists along Palm Avenue or Industrial Parkway.

As the Project would not impact any scenic vistas or protected viewsheds, and the Project is consistent with surrounding uses and City development standards, impacts would be less than significant. b) Substantially damage scenic resources, including, trees, rock outcroppings, and historic buildings within a state scenic highway?
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No Impact. The Project site is currently partially developed with an existing single-story industrial building.

The proposed Project would demolish the existing facility to develop a 36-foot-tall single-story tilt up truck terminal facility. The Project site is not near to, nor visible from, any state scenic highways. The closest Officially Designated State Scenic Highway is State Route 38, approximately 32 miles from the Project site.

The closest Eligible State Scenic Highways are State Route 138, located approximately 5 miles from the Project site, and State Route 18, located approximately 5 miles from the Project site. The closest County designated scenic highway is also Route 18, at the same point of designation. The Project site is not visible from State Routes 18, 38, or 138. Therefore, due to the distance of the Project site from either a designated or eligible State or County scenic highway, the proposed Project would not have a substantial effect upon a scenic highway corridor within which it is located and there would be no impacts. c) Substantially degrade the existing visual character or quality of the site and its surroundings? Less Than Significant Impact.

The following regulatory standards are applicable to development of the Project site and would ensure the preservation of visual character and quality through architecture, landscaping, and site planning.

City of San Bernardino Municipal Code
The following provisions from the Municipal Code are intended to minimize adverse aesthetic impacts associated with new development projects and are relevant to the proposed Project, as demonstrated below in Table AES-1.

Table AES-1: Industrial Heavy Development Standards
Industrial Heavy (IH) Development Standards Project Consistency Minimum Net Lot Area 40,000 SF 483,152 SF
Maximum Structure Size/Floor
Area Ration (FAR) 0.75 FAR 0.108 FAR
Maximum Lot Coverage 75% 10.2%
Maximum Structure Height None 36 feet
Minimum Front Yard Setback 20 feet 144 feet
Minimum Rear Yard Setback 10 feet 181 feet
Minimum Street Side Yard
Setback 10 feet 175 feet
Parking 71 spaces 73 spaces
As shown above in Table AES-1, proposed Project would be consistent with the regulations regarding aesthetics and scenic quality. As discussed previously within this section, with approval of a Development Code Amendment, the Project would be consistent with existing land uses on the Project site. The proposed Project would develop a 36-foot-tall single-story tilt up truck terminal facility, which would replace a similarly sized single-story industrial building that currently exists on site.

In addition, landscaping would be located in the 20-foot-wide landscape setback space between Industrial Parkway and the parking areas and the 10-foot-wide landscape setback between the Palm Avenue rightof-way and the parking lot, as shown in Figure 3-3, Landscape Plan, which would minimize the visual scale of the structure. The proposed Project would install landscaping in the vehicle parking area and front entrance.

Areas adjacent to the building’s eastern frontage would be landscaped with trees and a variety of shrubs and ground covers. Landscaping will be provided along the eastern and southern property lines but would be limited to 5-gallon shrubs because trees are not allowed within the SCE easement due to potential interference with powerlines. The layering of landscaping consisting of 24-inch box trees, 36-inch box trees, layer shrubs, and accent succulents would provide visual depth and distance between the roadways and proposed structure. As a result, the Project would not result in the creation of an aesthetically offensive site open to public view. Therefore, while the proposed Project would change the visual character of the site, it would not substantially degrade the existing visual character or quality of its surroundings. As the proposed Packet Pg. 187
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Project is consistent with the existing visual character and quality of the site and its surroundings, and is consistent with development standards for the designations, the impact would be less than significant. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?
Less Than Significant. The Project is proposing to demolish the existing single-story industrial building and develop the site with an approximately 52,160 SF single-story truck terminal facility, which would result in an FAR of 0.108. The Project would be located in a primarily developed area alongside other industrial developments. Implementation of existing regulatory requirements per the City’s Municipal Code Section

19.20.030 (General Standards – Glare; General Standards – Lighting), would be incorporated into development of the Project. As per the code, no glare incidental to any use shall be visible beyond any boundary line of the parcel. Per Section 19.20.030, exterior lighting is required to be shielded or recessed so that direct glare and reflections are contained within the boundaries of the Project site.

The proposed building materials do not consist of highly reflective materials, lights would be shielded consistent with Municipal Code requirements, and the proposed landscaping along Project boundaries would screen sources of light and reduce the potential for glare. The proposed Project would create limited new sources of light or glare from security and site lighting but would not adversely affect day or nighttime views in the area given the similarity of the existing lighting in the surrounding urbanizing environment. With implementation of the regulatory requirements per Municipal Code Section 19.20.030, included as PPP AES1, impacts related to light and glare would be less than significant.

Plans, Programs, or Policies (PPPs)
PPP AES-1: Outdoor Lighting. All outdoor luminaires installed shall be appropriately located and adequately shielded and directed such that no direct light falls outside the parcel of origin, or onto the public right-of-way. In addition, outdoor luminaires shall not blink, flash, or rotate and shall be shown on electrical plans submitted to the Department of Building and Safety for plan check approval and shall comply with the requirements of Municipal Code Section 19.20.030.

Mitigation Measures
None.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

54.2 AGRICULTURE AND FORESTRY
RESOURCES. In determining whether impacts
to agricultural resources are significant
environmental effects, lead agencies may refer
to the California Agricultural Land Evaluation
and Site Assessment Model (1997) prepared
by the California Dept. of Conservation as an
optional model to use in assessing impacts on
agriculture and farmland. In determining
whether impacts to forest resources, including
timberland, are significant environmental
effects, lead agencies may refer to information
compiled by the California Department of
Forestry and Fire Protection regarding the
state’s inventory of forest land, including the
Forest and Range Assessment Project and the
Forest Legacy Assessment project; and forest
carbon measurement methodology provided in
Forest Protocols adopted by the California Air
Resources Board. Would the project:
a) Convert Prime Farmland, Unique Farmland,
or Farmland of Statewide Importance
(Farmland), as shown on the maps prepared
pursuant to the Farmland Mapping and
Monitoring Program of the California Resources
Agency, to non-agricultural use?
b) Conflict with existing zoning for agricultural
use, or a Williamson Act contract?
c) Conflict with existing zoning for, or cause
rezoning of, forest land (as defined in Public
Resources Code section 12220(g)), timberland
(as defined by Public Resources Code section
4526), or timberland zoned Timberland
Production (as defined by Government Code
section 51104(g))?
d) Result in the loss of forest land or conversion
of forest land to non-forest use?
e) Involve other changes in the existing
environment which, due to their location or
nature, could result in conversion of Farmland,
to non-agricultural use or conversion of forest
land to non-forest use?
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a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance, as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use?
No Impact. The Project site is currently partially developed with an existing single-story industrial building.

The proposed Project would demolish the existing building to develop a new single-story, 36-foot-tall tilt up truck terminal facility. There are currently no agricultural activities within or adjacent to the Project site. The Project site is not designated as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance by the California Department of Conservation. The Project site is currently designated as Industrial Heavy (IH) and Commercial General (CG-1) by the UDSP. In addition, the Project site is identified as “Other Land” by the California Department of Conservation’s California Important Farmland Finder (FMMP, 2021). There would be no impacts related to the conversion of Farmland from the proposed Project. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. The Project site is designated as Industrial Heavy (IH) and Commercial General (CG-1) by the UDSP. With approval of the Development Code Amendment to designate the entire site as Industrial Heavy, the proposed Project would be consistent with the UDSP designation for the site. The Project site is not designated or zoned for agricultural use, used for agriculture, or subject to a Williamson Act contract. In addition, the Project site is identified as “Other Land” by the California Department of Conservation’s California Important Farmland Finder (FMMP, 2021). Therefore, redevelopment of the site for industrial uses would not have an impact on agricultural zoning or a Williamson Act contract, and no impact would occur. c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))? No Impact. The Project site is partially developed and located in an industrial area of the city. There are no forest lands or resources on or in proximity to the Project site. Additionally, the Project site is not designated or zoned for forest or timber land or used for foresting. As such, development of the proposed Project would not have an impact on forest land or resources. d) Result in the loss of forest land or conversion of forest land to non-forest use? No Impact. The Project site is partially developed and located in an industrial area of the city. There are no forest lands or resources on or in proximity to the Project site. Therefore, development of the proposed Project would not cause loss of forest land or convert forest land to non-forest use. No impact would occur to forest land or timberlands.
e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non-agricultural use or conversion of forest land to non-forest use? Less Than Significant Impact. The proposed Project includes the demolition of the existing industrial building and the construction of a new industrial building consistent with the land use designation and zoning of the Project site.

As previously discussed within this section, development of the Project would not convert farmland or forest land. In addition, the Project site is identified as “Other Land” by the California Department of Conservation’s California Important Farmland Finder. Based on the site location and its urban nature, the proposed Project would not cause conversion of farmland or forest land as the proposed Project would be developed consistent with the intended designated uses. Impacts would be less than significant.

Plans, Programs, or Policies (PPPs)
None.

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Mitigation Measures
None.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

54.3 AIR QUALITY. Where available, the
significance criteria established by the
applicable air quality management district or air
pollution control district may be relied upon to
make the following determinations. Would the
project:
a) Conflict with or obstruct implementation of the
applicable air quality plan?
b) Result in a cumulatively considerable net
increase of any criteria pollutant for which the
project region is non-attainment under an
applicable federal or state ambient air quality
standard?
c) Expose sensitive receptors to substantial
pollutant concentrations?
d) Result in other emissions (such as those leading
to odors) affecting a substantial number of
people?
a) Conflict with or obstruct implementation of the applicable air quality plan? Less Than Significant Impact. The Project site is located in the South Coast Air Basin (SCAB) and is under the jurisdiction of the South Coast Air Quality Management District (SCAQMD). The SCAQMD and the Southern California Association of Governments (SCAG) are responsible for preparing the Air Quality Management Plan (AQMP), which addresses federal and state Clean Air Act (CAA) requirements. The AQMP details goals, policies, and programs for improving air quality in the SCAB. In preparation of the AQMP, SCAQMD and SCAG uses regional growth projections to forecast, inventory, and allocate regional emissions from land use and development-related sources. For purposes of analyzing consistency with the AQMP, if a proposed project would result in growth that is substantially greater than what was anticipated, then the proposed project would conflict with the AQMP. On the other hand, if a project’s density is within the anticipated growth of a jurisdiction, its emissions would be consistent with the assumptions in the AQMP, and the project would not conflict with SCAQMD’s attainment plans. In addition, the SCAQMD considers a project consistent with the AQMP if the project would not result in an increase in the frequency or severity of existing air quality violations or cause a new violation.

Furthermore, the SCAB is in a non-attainment status for federal ozone standards, and state and federal particulate matter standards. The SCAB has a maintenance status for federal PM10 standards. Any development in the SCAB, including the proposed Project, could cumulatively contribute to these pollutant violations. Should construction or operation of the proposed Project exceed these thresholds, a significant impact could occur; however, if estimated emissions are less than the thresholds, impacts would be considered less than significant.

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The proposed Project applicant would develop the site with a truck terminal. The Project site has a General Plan Land Use designation of UDSP. Within the UDSP, the designations are Commercial General (CG-1) for the northern parcel and Industrial Heavy (IH) for the southern parcel. The Industrial Heavy parcel is currently occupied by an approximately 34,000 SF pallet manufacturer, and the Commercial General parcel is currently vacant. The Project would develop the 11.07-acre site with a 52,160 SF truck terminal, replacing the existing pallet manufacturer, and changing the Commercial General land use designation to Industrial Heavy. The proposed Project would result in a net square footage increase of 18,160 SF. The potential development that could occur on the vacant Commercial General parcel would be up to 85,813 SF based on the maximum allowed 0.5 Floor Area Ratio, significantly higher than the net increase in square footage and the Project square footage as a whole. Thus, implementation of the project would not exceed the growth assumptions for the Project site. As a result, the proposed Project would be consistent with Consistency Criterion No. 1.

As discussed below, the emissions generated by the construction and operation of the proposed Project would not exceed thresholds, and the Project would not result in an increase in the frequency or severity of existing air quality violations or cause a new violation. As such, the proposed Project would be consistent with Consistency Criterion No. 2. Therefore, impacts related to conflict with the AQMP from the proposed Project would be less than significant.
b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non- attainment under an applicable federal or state ambient air quality standard)? Less than Significant. The SCAB is in non-attainment status for federal ozone standards, and state and federal particulate matter standards. The SCAB is designated as a maintenance area for federal PM10 standards. Any development in the SCAB, including the proposed Project could cumulatively contribute to these pollutant violations. Evaluation of the cumulative air quality impacts of the proposed Project has been completed pursuant to SCAQMD’s cumulative air quality impact methodology. SCAQMD states that if an individual project results in air emissions of criteria pollutants (ROG, CO, NOx, SOx, PM10, and PM2.5) that exceed the SCAQMD’s recommended daily thresholds for project-specific impacts, then it would also result in a cumulatively considerable net increase of the criteria pollutant(s) for which the Project region is in nonattainment under an applicable federal or state ambient air quality standard. SCAQMD has established daily mass thresholds for regional pollutant emissions, which are shown in Table AQ-1.

Table AQ-1: SCAQMD Regional Daily Emissions Thresholds
Pollutant Construction
(lbs/day)
Operations
(lbs/day)
NOx 100 55
ROG 75 55
PM10 150 150
PM2.5 55 55
SOx 150 150
CO 550 550
Lead 3 3
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) Construction
Construction activities associated with the proposed Project would generate pollutant emissions from the following: (1) demolition, (2) site preparation, (3) grading, (4) building construction, (5) paving, and (6) architectural coating. The amount of emissions generated on a daily basis would vary, depending on the intensity and types of construction activities occurring.

It is mandatory for all construction projects to comply with several SCAQMD Rules, including Rule 403 for controlling fugitive dust, PM10, and PM2.5 emissions from construction activities. Rule 403 requirements include, but are not limited to, applying water in sufficient quantities to prevent the generation of visible dust plumes, Packet Pg. 193
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applying soil binders to uncovered areas, reestablishing ground cover as quickly as possible, utilizing a wheel washing system to remove bulk material from tires and vehicle undercarriages before vehicles exit the Project site, covering all trucks hauling soil with a fabric cover and maintaining a freeboard height of 12-inches, and maintaining effective cover over exposed areas.

Compliance with Rule 403, included as PPP AQ-2, was accounted for in the construction emissions modeling.

In addition, implementation of SCAQMD Rule 1113, included as PPP AQ-3, which governs the VOC content in architectural coating, paint, thinners, and solvents was accounted for in construction emissions modeling. As shown in Table AQ-2, the California Emissions Estimator Model (CalEEMod) results indicate that construction emissions generated by the proposed Project would not exceed SCAQMD regional thresholds. Therefore, construction activities would result in a less than significant.

Table AQ-2: Project Construction Emissions and Regional Thresholds Construction Activity
Maximum Daily Regional Emissions
(pounds/day)
ROG NOx CO SO2 PM10 PM2.5
2022
Demolition 2.8 30.3 22.3 0.1 4.7 1.8
Site Prep 3.2 33.1 17.4 0.0 9.5 5.5
Grading 4.2 58.9 34.8 0.1 8.1 3.9
Building Construction 2.8 21.0 27.0 0.1 3.7 1.6
Maximum Daily
Emissions 4.2 58.9 34.8 0.1 9.5 5.5
2023
Building Construction 2.6 18.9 24.8 0.1 3.5 1.5
Paving 2.3 10.2 15.1 0.0 0.7 0.5
Architectural Coating 15.2 1.8 3.9 0.0 0.5 0.2
Maximum Daily
Emissions 15.2 18.9 24.8 0.1 3.5 1.5
Maximum Daily
Emission 2022-
2023

15.2 58.9 34.8 0.1 9.5 5.5
SCAQMD
Significance
Thresholds
75 100 550 150 150 55
Threshold
Exceeded? No No No No No No
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) Operation
Implementation of the proposed Project would result in long-term regional emissions of criteria air pollutants and ozone precursors associated with area sources, such as natural gas consumption, landscaping, applications of architectural coatings, and consumer products. Operation of the proposed Project would include emissions from vehicles traveling to the Project site and from vehicles in the parking lots and loading areas. Area source emissions would occur from operation of the truck terminal building.

Operational emissions associated with the proposed Project were modeled using CalEEMod Version 2020.4.0 land use emission model and compared to the existing emissions associated with the onsite, operational pallet manufacturer. Net emissions associated with operation of the proposed Project are presented in Table AQ-3. As shown, the proposed Project would result in long-term regional emissions of criteria pollutants, however, these emissions would be below the SCAQMD’s applicable thresholds. Therefore, Packet Pg. 194
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the Project’s operational emissions would not exceed the NAAQS and CAAQS, would not result in a cumulatively considerable net increase of any criteria pollutant, and impacts would be less than significant.

Table AQ-3: Project Operational Emissions and Regional Thresholds Operational Activity
Maximum Daily Regional Emissions
(pounds/day)
ROG NOx CO SO2 PM10 PM2.5
Area 1.3 0.0 0.0 0.0 0.0 0.0
Energy 0.0 0.5 0.4 0.0 0.0 0.0
Auto Mobile 0.2 0.2 3.5 0.0 0.3 0.3
Truck Mobile 0.5 23.8 6.1 0.1 5.3 1.6
Total Project
Operational
Emissions

2.0 24.5 10.0 0.1 5.6 1.9
Existing Operational
Emissions 1.4 10.1 7.2 0.1 2.7 0.9
Net Project
Operational
Emissions

0.6 14.4 2.8 0.0 2.9 1
SCAQMD
Significance
Thresholds
55 55 550 150 150 55
Threshold
Exceeded? No No No No No No
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) c) Expose sensitive receptors to substantial pollutant concentrations? Less than Significant. The SCAQMD’s Final Localized Significance Threshold Methodology (SCAQMD 2008) recommends the evaluation of localized NOx, CO, PM10, and PM2.5 construction-related impacts to sensitive receptors in the immediate vicinity of the Project site. Such an evaluation is referred to as a localized significance threshold (LST) analysis. According to the SCAQMD’s Final Localized Significance Threshold Methodology, “off-site mobile emissions from the Project should not be included in the emissions compared to the LSTs” (SCAQMD 2008). SCAQMD has developed LSTs that represent the maximum emissions from a project that are not expected to cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standards, and thus would not cause or contribute to localized air quality impacts. LSTs are developed based on the ambient concentrations of NOx, CO, PM10, and PM2.5 pollutants for each of the 38 source receptor areas (SRAs) in the Basin. The City of San Bernardino is located within SRA 34 (Central San Bernardino Valley).

Sensitive receptors can include residences, schools, playgrounds, childcare centers, athletic facilities. The nearest sensitive receptors are residences across Interstate 215 to the north and east and residences along Kendall Drive to the northeast. The closest residence is approximately 505 meters north of the Project boundary. As the existing residences are located further than 500 meters from the Project site, the 500- meter receptor distance is used for evaluation of localized impacts.

Construction
Construction of the proposed Project may expose nearby residential sensitive receptors to airborne particulates as well as a small quantity of construction equipment pollutants (i.e., usually diesel-fueled vehicles and equipment). However, construction contractors would be required to implement measures to reduce or eliminate emissions by following SCAQMD’s standard construction practices Rule 402 requires Packet Pg. 195
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implementation of dust suppression techniques to prevent fugitive dust from creating a nuisance off site. Rule 403 requires that fugitive dust be controlled with best available control measures so that the presence of such dust does not remain visible in the atmosphere beyond the property line of the emission source. As shown in Table AQ-4, Project construction-source emissions would not exceed SCAQMD LSTs and impacts would be less than significant.

Table AQ-4: Localized Significance Summary of Construction Emissions Construction Activity
Maximum Daily Regional Emissions
(pounds/day)
NOx CO PM10 PM2.5
2022
Demolition 25.7 20.6 3.9 1.6
Site Preparation 33.1 19.7 9.3 5.4
Grading 38.8 29.0 5.3 2.9
Building Construction 16.8 17.4 0.9 0.8
Maximum Daily Emissions 38.8 29.0 9.3 5.4
2023
Building Construction 15.4 17.3 0.7 0.7
Paving 10.2 14.6 0.5 0.5
Architectural Coating 1.7 2.4 0.1 0.1
Maximum Daily Emissions 15.4 17.3 0.7 0.7
Maximum Daily Emission
2022-2023 38.8 29.0 9.3 5.4
SCAQMD Significance Thresholds 715.3 24,762.7 213.0 109.3 Threshold Exceeded? No No No No
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) Operation
Operation of the proposed Project would include emissions from vehicles traveling to the Project site and from vehicles in the parking lots and loading areas. Area source emissions would occur from operation of the truck terminal. As demonstrated in Table AQ-5, emissions would not exceed SCAQMD LSTs for operations, and impacts would be less than significant.

Table AQ-5: Localized Significance Summary of Operation Emissions Operational Activity
Maximum Daily Regional Emissions
(pounds/day)
NOx CO PM10 PM2.5
Area 0.0 0.0 0.0 0.0
Energy 0.5 0.4 0.0 0.0
Auto Mobile 0.1 0.7 0.0 0.0
Truck Mobile 2.4 1.9 0.1 0.1
Total Project Operational
Emissions 3.0 3.0 0.1 0.1
SCAQMD Significance Thresholds 778 27,680 55 29
Threshold Exceeded? No No No No
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) Diesel Mobile Source Health Risk Analysis. A Health Risk Assessment (HRA), included as Appendix B, was prepared to evaluate the health risk impacts as a result of exposure to diesel particulate matter (DPM) as a result of heavy-duty diesel trucks entering and leaving the site during operation of the proposed industrial uses. DPM has been identified by the California Air Resources Board (ARB) as a carcinogenic substance Packet Pg. 196
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responsible for nearly 70 percent of the airborne cancer risk in California. The estimated health risk impacts were compared to the health risk significance thresholds recommended by the SCAQMD for use in CEQA assessments. The City of San Bernardino has not adopted a numerical significance threshold for cancer risk or non-cancer hazards. Therefore, the significance thresholds recommended by the SCAQMD were utilized for this analysis. The relevant significance thresholds are provided below:
• Cancer Risk: ten (10) persons per million population as the maximum acceptable incremental cancer risk due to exposure to toxic air contaminants (TAC)
• Non-cancer Hazard Index: 1.0
To evaluate DPM emissions, vehicles were assumed to enter/depart the Project at the southern driveway on Industrial Parkway. The truck route scenario analyzed was trucks heading north on Industrial Parkway with 5 percent continuing straight along Industrial Parkway and 95 percent turning right on Palm Avenue. Sixty percent of trucks would travel southeast on I-215 and thirty-five percent would travel northwest on I-215.

The nearest sensitive receptors are existing residences located approximately 505 meters north of the Project site. In addition, the nearest worker receptors are located at the industrial building adjacent to the east boundary of the Project site.

Table AQ-6 provides a summary of the HRA modeling of cancer risks and chronic non-cancer hazards resulting from the Project’s operational DPM emissions along with the SCAQMD health risk significance. As shown, the estimated cancer risk for a sensitive receptor from 30 years of exposure is 0.1 in one million and from 70 years of exposure is 0.12 in one million. The estimated cancer risk for the maximum impacted worker receptor is 0.34 in one million. These levels are less than the 10 in one million significance threshold. Also, the estimated non-cancer hazard index is less than the significance threshold. Therefore, operation of the Project would result in less than significant impacts.

Table AQ-6: Summary of Proposed Project Health Risk Assessment Location
Cancer Risk (per million) Exceeds Significance
Maximum Life Threshold? time
Proposed Project Risk Significance Threshold
Maximum Impacted
Sensitive Receptor –
Infant to Adult (30
years)

0.1 10 No
Maximum Impacted
Sensitive Receptor –
Child

0.06 10 No
Maximum Impacted
Sensitive Receptor –
Adult

0.02 10 No
Maximum Impacted
Sensitive Receptor –
70 Years

0.12 10 No
Maximum Impacted
Worker Receptor 0.34 10 No
Location
Non-Cancer Risk Exceeds Significance
Threshold? Maximum Lifetime
Proposed Project Risk Significance Threshold
Maximum Impacted
Sensitive Receptor –
Infant to Adult (30
years)
<0.001 1.0 No
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Maximum Impacted
Sensitive Receptor –
Child
<0.001 1.0 No
Maximum Impacted
Sensitive Receptor –
Adult
<0.001 1.0 No
Maximum Impacted
Sensitive Receptor –
70 Years
<0.001 1.0 No
Maximum Impacted
Worker Receptor 0.001 1.0 No
Source: Health Risk Assessment, 2021 (Appendix B)
e) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people?
Less than Significant. The proposed Project would not generate other emissions, not described previously.

The Project site does not contain land uses typically associated with emitting objectionable odors. According to the SCAQMD CEQA Air Quality Handbook, land uses associated with odor issues include agricultural uses, wastewater treatment plants, food processing plants, chemical plants, composting activities, refineries, landfills, dairies, and fiberglass molding operations. The proposed Project would develop and operate a truck terminal, which would not involve the types of uses that lead to odors.

Potential odor sources associated with the proposed Project may result from construction equipment exhaust and the application of asphalt and architectural coatings during construction activities and the temporary storage of typical solid waste (refuse) associated with the proposed Project’s operational uses. Standard construction requirements would minimize odor impacts from construction. The construction odor emissions would be temporary, short-term, and intermittent in nature and would cease upon completion of construction; no impact would occur.

It is expected that Project-generated refuse would be stored in covered containers and removed at regular intervals in compliance with the County’s solid waste regulations. The proposed project would also be required to comply with SCAQMD Rule 402 (included as PPP AQ-1) to prevent occurrences of public nuisance odors. Therefore, other emissions (such as those leading to odors) that could adversely affect a substantial number of people would not occur from the proposed Project.

Plans, Programs, or Policies (PPPs)
PPP AQ-1: Rule 402. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 402. The Project shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.

PPP AQ-2: Rule 403. The Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 403, which includes the following:
• All clearing, grading, earth-moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions. • The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered, with complete coverage of disturbed areas, at least 3 times daily during dry weather; preferably in the mid-morning, afternoon, and after work is done for the day.

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• The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less.

PPP AQ-3: Rule 1113. The Project is required to comply with the provisions of South Coast Air Quality Management District Rule (SCAQMD) Rule 1113. Only “Low-Volatile Organic Compounds” paints (no more than 50 gram/liter of VOC) and/or High Pressure Low Volume (HPLV) applications shall be used.

Mitigation Measures
None.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.4 BIOLOGICAL RESOURCES.

Would the project:
a) Have a substantial adverse effect, either
directly or through habitat modifications, on
any species identified as a candidate, sensitive,
or special status species in local or regional
plans, policies, or regulations, or by the
California Department of Fish and Game or
U.S. Fish and Wildlife Service?
b) Have a substantial adverse effect on any
riparian habitat or other sensitive natural
community identified in local or regional plans,
policies, regulations or by the California
Department of Fish and Game or US Fish and
Wildlife Service?
c) Have a substantial adverse effect on state or
federally protected wetlands (including, but
not limited to, marsh, vernal pool, coastal, etc.)
through direct removal, filling, hydrological
interruption, or other means?
d) Interfere substantially with the movement of
any native resident or migratory fish or wildlife
species or with established native resident or
migratory wildlife corridors, or impede the use
of native wildlife nursery sites?
e) Conflict with any local policies or ordinances
protecting biological resources, such as a tree
preservation policy or ordinance?
f) Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural Community
Conservation Plan, or other approved local,
regional, or state habitat conservation plan?
a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? Less Than Significant with Mitigation Incorporated. A Biological Assessment was prepared by Hernandez Environmental Services for the proposed Project, which included a field survey conducted on July 7, 2021 (Appendix C to this IS/MND). The Biological Assessment describes that the Project site contains two habitats, disturbed developed and ruderal. According to the California Natural Diversity Database (CNDDB), a total of 59 sensitive species of plants and 66 sensitive species of animals have the potential to occur on or within the vicinity of the Project area. These include those species listed or candidates for listing by the U.S. Fish Packet Pg. 200
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and Wildlife Service (USFWS), California Department of Fish and Wildlife (CDFW) and California Native Plant Society (CNPS). All habitats with the potential to be used by sensitive species were evaluated during the field survey for their presence or potential presence.

Sensitive Plant Species
Based on the CNDDB, a total of 13 plant species are listed as state and/or federal Threatened, Endangered, or Candidate species; are 1B.1 listed plants on the CNPS Rare Plant Inventory; or have been found to have potential to exist within the Project region. Table Bio-1 shows survey results for listed and potential plant species and demonstrates that no sensitive plant species are present at the Project site.

Table Bio-1: Potentially Occurring Plant Species
Species Name Presence
Marsh sandwort Not Present
Horn’s milk-vetch Not Present
Nevin’s barberry Not Present
Thread-leaved brodiaea Not Present
Smooth tarplant Not Present
Salt marsh bird’s-beak Not Present
Parry’s spineflower Not Present
Mojave tarplant Not Present
Slender-horned spineflower Not Present
Santa Ana River woollystar Not Present
Parish’s daisy Not Present
Mesa horkelia Not Present
Gambel’s water cress Not Present
Sensitive Animal Species
Based on the CNDDB, a total of 20 animal species that are listed as state or federally Threatened, Endangered, or Candidate have the potential to occur within the Project region. However, Table Bio-2 shows survey results for listed and potential animal species, which demonstrates that no sensitive species are present at the Project site.

Table Bio-2: Potentially Occurring Animal Species
Animal Species Presence
Tricolored Blackbird Not Present
Burrowing Owl Not present
Arroyo Toad Not Present
California glossy snake Not Present
Coastal whiptail Not Present
Crotch bumble bee Not Present
Swainson’s hawk Not Present
Santa Ana sucker Not Present
Southern rubber boa Not Present
Western yellow-billed cuckoo Not Present
San Bernardino kangaroo rat Not Present
Stephen’s kangaroo rat Not Present
Southwestern willow flycatcher Not Present
Quino checkerspot butterfly Not Present
Bald eagle Not present
California black rail Not present
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Steelhead-southern California
DPS
Not Present
Coastal California gnatcatcher Not Present
California red-legged frog Not Present
Southern mountain yellowlegged frogNot Present
Delhi Sands flower-loving fly Not Present
Mohave Tui Chub Not present
Least Bell’s vireo Not present
The Biological Assessment determined that the Project site does not provide suitable habitat for any special‐ status plant or wildlife species due to the disturbed nature of the site.

The existing ornamental landscaping trees on the site have the potential to provide habitat for nesting migratory birds. Many of these trees would be removed during construction. Therefore, the proposed Project has the potential to impact active bird nests if vegetation and trees are removed during the nesting season.

Nesting birds are protected under the federal Migratory Bird Treaty Act (MBTA) (United States Code Title 33, Section 703 et seq.; see also Code of Federal Regulations Title 50, Part 10) and Section 3503 of the California Fish and Game Code. Any activities that occur during the nesting/breeding season of birds protected by the MBTA could result in a potentially significant impact if requirements of the MBTA are not followed. However, implementation of mitigation measure Mitigation Measure Bio-1 would ensure MBTA compliance and would require a nesting bird survey to be conducted prior to the commencement of construction during nesting season, which would reduce potential impacts related to nesting avian species and native wildlife nursery sites to a less than significant level. b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service?
No Impact. Riparian habitats are those occurring along the banks of rivers and streams. Sensitive natural communities are natural communities that are considered rare in the region by regulatory agencies, known to provide habitat for sensitive animal or plant species, or known to be important wildlife corridors.

As described in the Biological Assessment (Appendix C to this IS/MND), the Project site does not contain any drainage, riparian, or riverine features. In addition, there are no sensitive natural communities on site. The Project site is not located within any designated critical habitat areas. Therefore, no impacts related to riparian habitat or other sensitive natural communities identified in local or regional plans would result from proposed Project implementation, and no mitigation is required. c) Have a substantial adverse effect on state or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?
No Impact. As discussed in the Biological Assessment (Appendix C to this IS/MND), the Project site does not include any wetlands or vernal pools. In addition, there are no CDFW, United States Army Corps of Engineers (USACE), or Regional Water Quality Control Board (RWQCB) jurisdictional waters within the Project site boundaries. Therefore, the Project would not impact federally protected wetlands and no impacts would occur.
d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?
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Less Than Significant with Mitigation Incorporated. Wildlife corridors are linear features that connect areas of open space and provide avenues for the migration of animals and access to additional areas of foraging. The Project site does not contain, or is not adjacent to, any wildlife corridors. The Project site is relatively flat, and no hillsides or drainages exist on the site. Areas of industrial and undeveloped land are located beyond the roadways and railroad adjacent to the site. Development of the site would not result in impacts related to established native resident or migratory wildlife corridor.

The Project site contains shrubs and trees that can be utilized by nesting birds and raptors during the nesting bird season of February 1 through September 15. Therefore, if vegetation is required to be removed during nesting bird season, Mitigation Measure BIO-1 has been included to require a nesting bird survey to be conducted prior to initiating vegetation clearing. With the implementation of Mitigation Measure BIO-1, impacts related to nesting birds would be reduced to a less than significant level. e) Conflict with any local policies or ordinances protecting biological resources? Less than Significant Impact. The proposed Project would not conflict with any local policies or ordinances protecting biological resources. The San Bernardino Municipal Code Chapter 15.34 requires a tree removal permit for any project requesting to remove five or more trees within a 36-month period. As discussed previously, the Project site contains approximately 18 to 20 ornamental trees. As described by PPP BIO-1, if more than five trees are required to be removed onsite as part of Project construction, the Project would require a tree removal permit and would have to replace the trees with 36-inch box trees on a 1:1 basis, if the trees removed are determined to be of significant value by the Community Development Director, as required by the Municipal Code. As shown on Figure 3-3, Landscape Plan, the Project would include nine 36- inch box trees. A tree removal permit would be required from the Community Development Department prior to construction with proposed tree removal and replacement strategy. The proposed landscape plan is preliminary and would be updated as necessary in compliance with San Bernardino Municipal Code Chapter 15.34 to adequately replace trees, as determined by the City, proposed for removal. Thus, the proposed Project would not conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance, and impacts would be less than significant. f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact. A Biological Assessment was prepared for the proposed Project, which included a field survey conducted On July 7, 2021 (Appendix C to this IS/MND). The Biological Assessment found that the Project would not conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. The proposed Project site is not located within a Habitat Conservation Plan or Natural Community Conservation Plan, and therefore, would not conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. As such, no impacts would occur.

Plans, Programs, or Policies (PPPs)
PPP BIO-1: Tree Removal Permit. San Bernardino Municipal Code Chapter 15.34 requires that in the event more than five trees are removed within a 36-month period, a tree removal permit must first be issued by the Community Development Department. Unless there is a pre-approved tree replacement plan, each tree that is removed, and is determined to be of significant value by the Community Development Director, shall be replaced with a 36-inch box tree.

Mitigation Measures
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MM Bio-1: Nesting Bird Survey. Vegetation removal should occur outside of the nesting bird season (generally between February 1 and September 15). If vegetation removal is required during the nesting bird season, the applicant must conduct take avoidance surveys for nesting birds prior to initiating vegetation removal/clearing. Surveys will be conducted by a qualified biologist(s) within three days of vegetation removal. If active nests are observed, a qualified biologist will determine appropriate minimum disturbance buffers and other adaptive mitigation techniques (e.g., biological monitoring of active nests during construction-related activities, staggered schedules, etc.) to ensure that impacts to nesting birds are avoided until the nest is no longer active. At a minimum, construction activities will stay outside of a 300-foot buffer around the active nests. For raptor species, the buffer is to be expanded to 500 feet. The approved buffer zone shall be marked in the field with construction fencing, within which no vegetation clearing or ground disturbance shall commence until the qualified biologist and City of San Bernardino Planning Division verify that the nests are no longer occupied, and the juvenile birds can survive independently from the nests. Once the young have fledged and left the nest, or the nest otherwise becomes inactive under natural conditions, normal construction activities may occur.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

54.5 CULTURAL RESOURCES. Would
the project:
a) Cause a substantial adverse change in the
significance of a historical resource pursuant to
in § 15064.5?
b) Cause a substantial adverse change in the
significance of an archaeological resource
pursuant to §15064.5?
c) Disturb any human remains, including those
interred outside of formal cemeteries?
a) Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5?
Less Than Significant with Mitigation Incorporated. According to the State CEQA Guidelines, a historical resource is defined as something that meets one or more of the following criteria: (1) listed in, or determined eligible for listing in, the California Register of Historical Resources; (2) listed in a local register of historical resources as defined in Public Resources Code (PRC) Section 5020.1(k); (3) identified as significant in a historical resources survey meeting the requirements of PRC Section 5024.1(g); or (4) determined to be a historical resource by the Project’s Lead Agency. Implementation of the proposed Project would not cause a substantial adverse change in the significance of a historical resource as defined in Section 15064.5 of the State CEQA Guidelines, as there are no eligible historical resources on the Project site.

The California Register of Historical Resources defines a “historical resource” as a resource that meets one or more of the following criteria: (1) associated with events that have made a significant contribution to the broad patterns or local or regional history of the cultural heritage of California or the United States; (2) associated with the lives of persons important to local, California, or national history; (3) embodies the distinctive characteristics of a type, period, region, or method of construction or represents the work of a master or possesses high artistic values; or (4) has yielded, or has the potential to yield, information important to the prehistory or history of the local area, California, or the nation.

As described by the Phase I Cultural Resources Assessment, the Project site is partially developed with an industrial building (Appendix D). According to building records, the onsite building was built in 1982. As such, the building onsite is not of historic age. Additionally, a survey conducted on July 27, 2021 confirmed that no historical resources exist within the Project site. However, the records search conducted at the South Central Coastal Information Center (SCCIC) revealed that multiple historic resources exist within the Project vicinity. The cultural resource records and background search identified that two historic resources, Historic Route 66 and AT&SF Railroad, are located adjacent to the Project site. While the Project would not result in direct impacts to any of the previously known historic resources within the Project vicinity, due to the amount of historic resources within the Project vicinity, Mitigation Measure CUL-1 is included to require archaeological monitoring in the event inadvertently discovered resources. With implementation of MM CUL-1, impacts related to unknown historical resources onsite would be less than significant.

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b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5?
Less Than Significant with Mitigation Incorporated. In its existing setting, the Project site is heavily disturbed, graded, and consists of vacant land, paved areas, and an industrial building. As described previously, the Project site has been previously disturbed from various past uses that involve grading and installation of utility infrastructure. The Phase I Cultural Resources Assessment prepared for the Project included an archaeological records search that was completed at the SCCIC (Appendix D). The SCCIC is the countywide clearing house/repository for all archaeological and cultural studies completed within San Bernardino County. All pertinent data was researched, including previous studies for a one-mile radius surrounding the Project area and the identification of recorded resources within 0.5 mile. In addition, the research included review of the current listings (federal, state, and local) for evaluated resources and reviewed historic maps. The records search indicated that 12 cultural resources have been recorded within

0.5-mile of the Project area, with none of the previously recorded resources occurring onsite. Furthermore, the cultural resources surveys conducted on July 27, 2021 found no existing archaeological resources at the site. However, as discussed in the Phase I Cultural Resources Assessment, there is a potential for previously unknown archaeological resources to be below the soil surface. As a result, the potential for archaeological resources existing on site are considered moderate. Therefore, Project-specific mitigation measure, Mitigation Measure CUL-1, which requires preparation of a Cultural Resources Management Plan and archaeological monitoring, shall be implemented to reduce impacts related to historical and archaeological resources to a less than significant level.
c) Disturb any human remains, including those interred outside of formal cemeteries? Less Than Significant Impact. The Project site has not been previously used as a cemetery. Thus, human remains are not anticipated to be uncovered during project construction. In addition, California Health and Safety Code Section 7050.5, CEQA Section 15064.5, and Public Resources Code Section 5097.98, included as PPP CUL-1, mandate the process to be followed in the event of an accidental discovery of any human remains. Specifically, California Health and Safety Code Section 7050.5 requires that if human remains are discovered, disturbance of the site shall remain halted until the coroner has conducted an investigation into the circumstances, manner, and cause of death, and made recommendations concerning the treatment and disposition of the human remains to the person responsible for the excavation, or to his or her authorized representative, in the manner provided in Section 5097.98 of the Public Resources Code. If the coroner determines that the remains are not subject to his or her authority and if the coroner has reason to believe the human remains to be those of a Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission. Compliance with existing law would ensure that impacts to human remains would be less than signficantsignificant.

Plans, Programs, or Policies (PPPs)
PPP CUL-1: Human Remains. Should human remains or funerary objects be discovered during project construction, the project would be required to comply with State Health and Safety Code Section 7050.5, which states that no further disturbance may occur in the vicinity of the body (within a 100-foot buffer of the find) until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission, which will determine the identity of and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD must complete the inspection within 48 hours of being granted access to the site.

Mitigation Measures
MM CUL-1: Archaeological Monitoring. Prior to the issuance of the first grading permit, the applicant shall provide a letter to the City Planning Division, or designee, from a qualified professional archeologist meeting Packet Pg. 206
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the Secretary of Interior’s Professional Qualifications for Archaeology as defined at 36 CFR Part 61, Appendix A stating that qualified archeologists have been retained and will be present at pre-grade meetings and for all initial ground disturbing activities, up to five feet in depth. Prior to the start of construction, a cultural resources management plan (CRMP) shall be prepared by the Project archaeologist, the drafts of which shall be provided to San Manuel Band of Mission Indians Cultural Resources Department (SMBMI) and Gabrieleno Band of Mission Indians – Kizh Nation (GBMI-KN) for review and comment. The CRMP shall implement at least the following measures:

The frequency of inspections shall depend upon the rate of excavation, the materials excavated, and the presence and abundance of artifacts and features. The consulting archaeologist shall have the authority to modify the monitoring program if the potential for cultural resources appears to be less than anticipated.

Isolates and clearly non-significant deposits shall be minimally documented in the field so the monitored grading can proceed.

In the event a previously unrecorded archaeological deposit is encountered during construction, all activity within 60 feet of the area of discovery shall cease and the City shall be immediately notified. The archeologist shall be contacted to flag the area in the field and shall determine if the archaeological deposits meet the CEQA definition of historical (State CEQA Guidelines 15064.5(a)) and/or unique archaeological resource (Public Resources Code 21083.2(g)). Additionally, the San Manuel Band of Mission Indians Cultural Resources Department (SMBMI) and GBMI-KN shall be contacted, as detailed within TCR-1, regarding any pre-contact and/or historic-era finds and be provided information after the archaeologist makes his/her initial assessment of the nature of the find, so as to provide Tribal input with regards to significance and treatment.

If the find is considered a “resource” the archaeologist shall pursue either protection in place or recovery, salvage and treatment of the deposits. Recovery, salvage and treatment protocols shall be developed in accordance with applicable provisions of Public Resource Code Section 21083.2 and State CEQA Guidelines 15064.5 and 15126.4 in consultation with the City. Per CEQA Guidelines Section 15126.4(b)(3), preservation in place shall be the preferred means to avoid impacts to archaeological resources qualifying as historical resources. Consistent with CEQA Guidelines Section 15126.4(b)(3)(C). If unique archaeological resources cannot be preserved in place or left in an undisturbed state, recovery, salvage, and treatment shall be required at the developer/applicant’s expense.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.6 ENERGY. Would the project:
a) Result in potentially significant environmental
impact due to wasteful, inefficient, or
unnecessary consumption of energy resources,
during project construction or operation?
b) Conflict with or obstruct a state or local plan
for renewable energy or energy efficiency?
a) Result in potentially significant environmental impacts due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation? Less than Significant.

Construction
During construction of the proposed Project would consume energy in three general forms:

1. Petroleum-based fuels used to power off-road construction vehicles and equipment on the Project site, construction worker travel to and from the Project site, as well as delivery truck trips;

2. Electricity associated with providing temporary power for lighting and electric equipment; and

3. Energy used in the production of construction materials, such as asphalt, steel, concrete, pipes, and manufactured or processed materials such as lumber and glass.

Construction activities related to the proposed industrial development and the associated infrastructure are not expected to result in demand for fuel greater on a per-development basis than other development projects in Southern California. Table E-1 details the construction fuel usage over the Project’s construction period, as shown in Table E-1 below.

Table E-1: Construction Equipment Fuel Usage
Activity Equipment Numb
er
Hors
epow
er
Loa
d
Fact
or
Days of
Construct
ion
Total
Horsepow
er-hours
Fuel Rate
(gal/hp-hr)
Fuel
Use
(gallo
ns)
Demolitio
n
Concrete/Industrial
Saws
1 81 0.73 20 9461 0.041881
728
396
Excavators 3 158 0.38 20 28819 0.019855
95 572
Rubber Tired Dozer 2 247 0.4 20 31616 0.020601
315
651
Site
Preparati
on
Tractors/Loaders/Ba
ckhoes
3 247 0.4 10 23712 0.020601
315
488
Rubber Tired Dozers 4 97 0.37 10 11485 0.019146
832
220
Grading Excavators
2 97 0.37 30 17227 0.019146
832
330
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Graders 2 158 0.38 30 28819 0.019855
95 572
Rubber Tired Dozers 1 187 0.41 30 18401 0.021161
331
389
Scrapers 1 247 0.4 30 23712 0.020601
315
488
Tractors/Loaders/Ba
ckhoes
2 367 0.41 30 72226 0.024988
526
1805
Building
Constructi
on
Cranes 1 231 0.29 300 160776 0.014895
293
2395
Forklifts 3 89 0.2 300 128160 0.010444
403
1339
Generator Sets 1 84 0.74 300 149184 0.045116
197
6731
Tractors/Loaders/Ba
ckhoes
3 97 0.37 300 258408 0.019146
832
4948
Welders 1 46 0.45 300 49680 0.026298
689
1307
Paving
Pavers 2 130 0.42 20 17472 0.021532
281
376
Paving Equipment 2 132 0.36 20 15206 0.018464
524
281
Rollers 2 80 0.38 20 9728 0.019836
075
193
Architectu
ral
Coating
Air Compressors
1 78 0.48 20 5990 0.027796
281
166
Total 23,64
7 Source: Air Quality, Energy, and Greenhouse Gas Impact Analysis (Appendix A) Table E-2 shows that construction workers would use approximately 32,921 gallons of gasoline fuel to travel to and from the Project site. Haul trucks would use 14,459 gallons of diesel and vendor trucks would use 14,979 gallons of diesel fuel traveling to and from the Project site. This is in addition to the construction equipment fuel listed in Table E-1.

Table E-2: Estimated Construction Worker Fuel Consumption Construction
Source Number VMT Fuel Rate Gallons of Diesel Fuel
Gallons of
Gasoline Fuel
Haul Trucks 4,823 96,460 6.67 14,459 0
Vendor Trucks 79 163,530 10.92 14,979 0
Worker Vehicles 310 922,866 28.03 0 32,921
Total 29,438 32,921
Source: Air Quality, Energy, and Greenhouse Gas Impact Analysis (Appendix A) Construction of the Project would result in fuel consumption from the use of construction tools and equipment, vendor and haul truck trips, and vehicle trips generated from construction workers traveling to and from the site. There are no unusual project characteristics that would cause the use of construction equipment that would be less energy efficient compared with other similar construction sites in other parts of the state.

Therefore, construction-related fuel consumption by the Project would not result in inefficient, wasteful, or Packet Pg. 209
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unnecessary energy use compared with other construction sites in the region, and impacts would be less than significant.

Operation
Once operational, the Project would generate demand for electricity, natural gas, as well as gasoline for fuel tanks. Operational use of energy includes the heating, cooling, and lighting of the buildings, water heating, operation of electrical systems and plug-in appliances, parking lot and outdoor lighting, and the transport of electricity, natural gas, and water to the areas where they would be consumed. This use of energy is typical for urban development, and no operational activities or land uses would occur that would result in extraordinary energy consumption.

The State of California provides a minimum standard for building design and construction standards through Title 24 of the California Code of Regulations (CCR). Compliance with Title 24 is mandatory at the time new building permits are issued by local governments. The City’s administration of the Title 24 requirements includes review of design components and energy conservation measures that occurs during the permitting process, which ensures that all requirements are met. Typical Title 24 measures include insulation; use of energy-efficient heating, ventilation and air conditioning equipment (HVAC); energy-efficient indoor and outdoor lighting systems; reclamation of heat rejection from refrigeration equipment to generate hot water; and incorporation of skylights, etc. In complying with the Title 24 standards, impacts to peak energy usage periods would be minimized, and impacts on statewide and regional energy needs would be reduced. Thus, operation of the Project would not use large amounts of energy or fuel in a wasteful manner, and no operational energy impacts would occur. As detailed in Table E-3, operation of the proposed Project is estimated to result in the annual net use of approximately 168,228 net gallons of diesel fuel, approximately 587,110 thousand net British thermal units (BTU) of natural gas, and approximately 180,147 net kilowatthours (kWh) of electricity. Additionally, the Project would result in a decrease in gallons of gasoline used compared to current conditions by 421 gallons.

Table E-3: Project Annual Operational Energy Demand Summary Operational Source Energy Usage
Electricity (Kilowatt-Hours)
Proposed Project 517,427
Existing Use 337,280
Net 180,147
Natural Gas (Thousands British Thermal Units)
Proposed Project 1,686,330
Existing Use 1,099,220
Net 587,110
Petroleum (gasoline) Consumption
Annual VMT Gallons of Gasoline
Fuel
Proposed Project 526,632 18,609
Existing Use 533,418 19,030
Net -6,786 -421
Diesel Consumption
Annual VMT Gallons of Diesel Fuel
Proposed Project 2,035,325 220,273
Existing Use 480,896 52,045
Net 1,554,429 168,228
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) Packet Pg. 210
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Therefore, construction and operations-related fuel consumption by the Project would not result in inefficient, wasteful, or unnecessary energy use compared with other construction sites in the region, and impacts would be less than significant.
b) Conflict with or obstruct a state or local plan for renewable energy or energy efficiency? Less than Significant. The California Title 24 Building Energy Efficiency Standards are designed to ensure new and existing buildings achieve energy efficiency and preserve outdoor and indoor environmental quality. These measures (Title 24, Part 6) are listed in the CCR. The California Energy Commission is responsible for adopting, implementing and updating building energy efficiency. Local city and county enforcement agencies have the authority to verify compliance with applicable building codes, including energy efficiency. As required by Municipal Code, Chapter 15.04 Building Codes, prior to issuance of a building permit, the Project Applicant shall submit plans showing that the Project would be in compliance with 2019 Title 24 requirements. Therefore, the Project would not conflict with or obstruct a state or local plan for renewable energy or energy efficiency, and impacts would not occur. As such, the Project would have less than significant impacts related to energy.

Plans, Programs, or Policies (PPPs)
None.

Mitigation Measures
None.

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a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving:

Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.7 GEOLOGY AND SOILS. Would the
project:
a) Directly or indirectly cause potential
substantial adverse effects, including the risk of
loss, injury, or death involving:
i) Rupture of a known earthquake fault, as
delineated on the most recent Alquist-Priolo
Earthquake Fault Zoning Map issued by the
State Geologist for the area or based on other
substantial evidence of a known fault? Refer to
Division of Mines and Geology Special
Publication 42?
ii) Strong seismic ground shaking?
iii) Seismic-related ground failure, including
liquefaction?
iv) Landslides?
b) Result in substantial soil erosion or the loss of
topsoil?
c) Be located on a geologic unit or soil that is
unstable, or that would become unstable as a
result of the project, and potentially result in onor off-site landslide, lateral spreading, subsidence, liquefaction or collapse?
d) Be located on expansive soil, as defined in
Table 18-1-B of the Uniform Building Code
(1994), creating substantial direct or indirect
risks to life or property?
e) Have soils incapable of adequately
supporting the use of septic tanks or alternative
waste water disposal systems where sewers are
not available for the disposal of waste water?
f) Directly or indirectly destroy a unique
paleontological resource or site or unique
geologic feature?
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i. Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault?
Less Than Significant Impact. A Preliminary Geotechnical Investigation was conducted by Sladden Engineering for the Project site (see Appendix E). As described in the Geotechnical Investigation, the Project site is within a seismically active zone. Because the Project site is in a seismically active region of Southern California, occasional seismic ground shaking is likely to occur within the lifetime of the proposed Project.

However, according to the California Department of Conservation, the California Geologic Survey, the Project site is not within an Alquist-Priolo Earthquake Fault Zone. The closest active fault is the San Andreas Fault, which is located approximately 2.75 miles northeast of the site. As the Project site does not contain an earthquake fault, it is not affected by a state-designated Alquist-Priolo Earthquake Fault Zone. Thus, impacts would be less than significant.
ii. Strong seismic ground shaking?
Less Than Significant Impact. As mentioned previously, the Project site is located within a seismically active region of Southern California. The closest active fault is the San Andreas Fault, which is located approximately 2.75 miles northeast of the site. Thus, strong seismic ground shaking has a high likelihood of occurring at the site. The amount of motion can vary depending upon the distance to the fault, the magnitude of the earthquake, and the local geology. Greater movement can be expected at sites located closer to an earthquake epicenter, which consist of poorly consolidated material such as alluvium, and in response to an earthquake of great magnitude.

Structures built in the city are required to be built in compliance with the California Building Code (CBC [California Code of Regulations, Title 24, Part 2]), included in the Municipal Code as Chapter 15.04.

Compliance with the CBC would ensure earthquake safety based on factors including occupancy type, the types of soils onsite, and the probable strength of the ground motion. Compliance with the CBC would include the incorporation of: 1) seismic safety features to minimize the potential for significant effects as a result of earthquakes; 2) proper building footings and foundations; and 3) construction of the building structures so that it would withstand the effects of strong ground shaking. Therefore, with CBC compliance, the proposed Project would not expose people or structures to potentially substantial adverse effects, including the risk of loss, injury, or death involving strong seismic ground shaking more than other developments in Southern California. Impacts would be less than significant.
iii. Seismic-related ground failure, including liquefaction? Less Than Significant Impact. Liquefaction occurs when soils are transformed from a solid state into a liquefied state due to increased pressure. Liquefaction is most likely to occur with soils of higher porosity (i.e., clay) become saturated and subjected to seismic activity. Areas where the groundwater table is within approximately 50 feet below ground surface are also more susceptible to liquefaction. The Geotechnical Investigation (included as Appendix E) conducted for the Project site found that groundwater underlying site is at a depth of greater than 100 feet. Furthermore, according to the City of San Bernardino General Plan Safety Element Figure 10-25: Liquefaction Susceptibility, the Project site is not located in an area mapped for high susceptibility to liquefaction. Thus, the soils underlying the Project site would not be considered at risk for liquefaction. Additionally, all structures built in the City are required to be developed in compliance with the CBC (California Code of Regulations, Title 24, Part 2), which is adopted as Chapter 15.04 of the City Code. Compliance with the CBC is included as a condition of approval and verified by the City’s review process would ensure that impacts related to liquefaction are less than significant. iv. Landslides?
No Impact. Landslides are the downhill movement of masses of earth and rock and are often associated with earthquakes; but other factors, such as the slope, moisture content of the soil, composition of the subsurface geology, heavy rains, and improper grading can influence the occurrence of landslides. The Packet Pg. 213
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elevation of the Project site ranges between 1,667 feet above mean sea-level to 1,696 feet above mean sea-level (Hernandez 2021). The Project site and the adjacent parcels are flat and do not contain any hills or steep slopes, and no landslides on or adjacent to the Project site would occur. Thus, there would be no impact.
b) Result in soil erosion or the loss of topsoil?
Less Than Significant Impact. The proposed Project includes the demolition of the existing industrial building and the construction of a new industrial building consistent with the land use designation of the Project site.

The Project would involve earthmoving activities that would disturb soil and leave exposed soil on the ground surface. As such, the proposed Project would be required to comply with the City’s grading standards and erosion control measures, included in Municipal Code Section 8.80.502 (General Permit for Storm Water Discharges from Construction Activity). To comply, all graded areas must be protected from erosion through slope stabilization methods such as planting, walls, or netting. Interim erosion control plans shall be required, certified by the project engineer, and reviewed and approved by the Public Works Department.

The proposed Project would also be subject to the National Pollution Discharge Elimination System (NPDES) permitting regulations, including implementation of a Stormwater Pollution Prevention Plan (SWPPP) and associated Best Management Practices (BMPs). BMPs that may include a combination of mitigative construction methods to reduce, prevent, or minimize soil erosion from project-related grading and construction activities. Additionally, the Construction General Permit (CGP; Order No. R8-2002-0011) issued by the State Water Resources Control Board (SWRCB), regulates construction activities to minimize water pollution, including sediment. With compliance with City Municipal Code stormwater management requirements, Regional Water Quality Control Board (RWQCB) SWPPP requirements, and installation of BMPs, which would be ensured by the City’s project review by the Department of Building and Safety, construction impacts related to erosion and loss of topsoil would be less than significant.

The proposed Project includes installation of landscaping adjacent to the proposed truck terminal building and throughout the proposed parking areas. With this landscaping, areas of loose topsoil that could erode by wind or water would not exist upon operation of the proposed Project. In addition, as described in Section

5.10, Hydrology and Water Quality, the hydraulic features of the proposed Project have been designed to slow, filter, and retain stormwater within landscaping and the proposed detention basin, which would also reduce the potential for stormwater to erode topsoil. Furthermore, implementation of the Project requires City approval of a Water Quality Management Plan (WQMP), which would ensure that RWQCB requirements and appropriate operational BMPs would be implemented to minimize or eliminate the potential for soil erosion or loss of topsoil to occur. As a result, with implementation of existing requirements, impacts related to substantial soil erosion or loss of topsoil would be less than significant. c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or offsite landslide, lateral spreading, subsidence, liquefaction or collapse?
Less Than Significant Impact. As described above, Project site elevations range from 1,667 feet above mean sea-level to 1,696 feet above mean sea-level (Hernandez 2021). The Project site is relatively flat and does not contain nor is adjacent to any significant slope or hillside area. The Project would not create slopes. Thus, on or off-site landslides would not occur from implementation of the Project.

Lateral spreading is a type of liquefaction induced ground failure associated with the lateral displacement of surficial blocks of sediment resulting from liquefaction in a subsurface layer. Once liquefaction transforms the subsurface layer into a fluid mass, gravity plus the earthquake inertial forces may cause the mass to move downslope towards a free face (such as a river channel or an embankment). Lateral spreading may cause large horizontal displacements and such movement typically damages pipelines, utilities, bridges, and structures. As described previously, high groundwater does not exist in the Project vicinity and the site contains approximately 2 feet of artificial fill that is underlain by gravelly sand. Therefore, the Geotechnical Packet Pg. 214
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Investigation determined that the Project site is not susceptible to liquefaction (Geo 2021). Similarly, the site is not susceptible to lateral spreading. Impacts would be less than significant with compliance with the mandatory CBC requirements.

In addition, the Geotechnical Investigation identified that dense onsite soils are considered to have a low risk for liquefaction and settlement. Differential settlement or subsidence could occur if buildings or other improvements are built on low-strength foundation materials (including imported fill) or if improvements straddle the boundary between different types of subsurface materials (e.g., a boundary between native material and fill). Although differential settlement generally occurs slowly enough that its effects are not dangerous to inhabitants, it can cause building damage over time.

As described previously, compliance with the requirements of the CBC and related recommendations in the Geotechnical Investigation related to compaction of soils and development of foundations is required as part of the building plan check and development permitting process, and would reduce potential impacts related to liquefaction, settlement, and ground collapse to a less than significant level. d) Be located on expansive soil, as defined in in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property?
Less Than Significant Impact. Expansive soils contain certain types of clay minerals that shrink or well as the moisture content changes; the shrinking or swelling can shift, crack, or break structures built on such soils.

Arid or semiarid areas with seasonal changes of soil moisture experiences, such as southern California, have a higher potential of expansive soils than areas with higher rainfall and more constant soil moisture.

The Geotechnical Investigation, included as Appendix D, performed an evaluation of the potential for expansive soils at the site and expansion index testing was performed on select samples of the near surface soils which are anticipated to be within the zone of influence of the planned improvements. The results of expansion index testing indicated that near surface soils are non-expansive. In addition, as described previously, compliance with the CBC would require specific engineering design recommendations be incorporated into grading plans and building specifications as a condition of construction permit approval to ensure that Project structures would withstand the effects of related to ground movement, including expansive soils. Therefore, impacts would be less than significant. e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact. The proposed Project would connect to existing Eastern Municipal Water District (EMWD) sewer lines in Industrial Parkway, and the Project would not use septic tanks or alternative wastewater disposal systems. As a result, no impacts related to septic tanks or alternative wastewater disposal systems would not occur from implementation of the proposed Project.
f) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less than Significant Impact. The proposed Project would demolish the existing industrial facility on the Project site to develop a truck terminal facility. The Project would include earthmoving activities, such as grading, with the potential to disturb previously unknown paleontological resources. The Phase I Paleontological Resources Assessment describes that the Project site is underlain by Quaternary alluvium deposits in the southwestern corner of the Project site, which have a low paleontological sensitivity, and Schist of various types and ages, which has no paleontological sensitivity. The paleontological survey, conducted on July 27, 2021, did not identify any visible paleontological resources onsite.

In addition, the record search completed as part of the Phase I Paleontological Resources Assessment was conducted through the San Bernardino County Museum on August 19, 2021. The search did not yield any fossil localities within the Project Area or within a 1-mile radius of the Project Area (MCC 2021). Based on Packet Pg. 215
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the results of the Phase I Paleontological Resources Assessment, the Project site is considered to have a low to no paleontological sensitivity and construction activities have a limited potential to impact paleontological resources. Therefore, impacts would be less than significant.

Plans, Programs, or Policies (PPPs)
None.

Mitigation Measures
None.

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GHG Thresholds
SCAQMD: SCAQMD does not have approved thresholds; however, SCAQMD does have draft thresholds that provide a tiered approach to evaluate GHG impacts. The current interim SCAQMD thresholds consist of the following:
• Tier 1 consists of evaluating whether or not the project qualifies for any applicable exemption under CEQA.
• Tier 2 consists of determining whether the project is consistent with a GHG reduction plan. If a project is consistent with a qualifying local GHG reduction plan, it does not have significant GHG emissions. • Tier 3 consists of screening values, which the lead agency can choose, but must be consistent with all projects within its jurisdiction. A project’s construction emissions are averaged over 30 years and are added to the project’s operational emissions. If a project’s emissions are below one of the following screening thresholds, then the project is less than significant:
o Residential and Commercial land use: 3,000 MTCO2e per year o Industrial land use: 10,000 MTCO2e per year
o Based on land use type: residential: 3,500 MTCO2e per year; commercial: 1,400 MTCO2e per year; or mixed use: 3,000 MTCO2e per year
o Tier 4 has the following options:
o Option 1: Reduce business as usual emissions by a certain percentage; this percentage is currently undefined.
o Option 2: Early implementation of applicable AB 32 Scoping Plan measures o Option 3, 2020 target for service populations (SP), which includes residents and employee:

4.8 MTCO2e/SP/year for projects and 6.6 MTCO2e/SP/year for plans; o Option 3, 2035 target: 3.0 MTCO2e/SP/year for projects and 4.1 MTCO2e/SP/year o Tier 5 involves mitigation offsets to achieve target significance threshold.

In addition, SCAQMD methodology for project’s construction are to average them over 30-years and then add them to the project’s operational emissions to determine if the project would exceed the screening values listed above (Appendix A).
a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment?
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.8 GREENHOUSE GAS EMISSIONS.

Would the project:
a) Generate greenhouse gas emissions, either
directly or indirectly, that may have a significant
impact on the environment?
b) Conflict with an applicable plan, policy or
regulation adopted for the purpose of reducing
the emissions of greenhouse gases?
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Less Than Significant Impact. Construction activities produce combustion emissions from various sources, such as site excavation, grading, utility engines, heavy-duty construction vehicles onsite, equipment hauling materials to and from the site, asphalt paving, and motor vehicles transporting the construction crew. Exhaust emissions from onsite construction activities would vary daily as construction activity levels change.

In addition, operation of the proposed truck terminal would result in area and indirect sources of operational GHG emissions that would primarily result from vehicle trips, electricity and natural gas consumption, water transport (the energy used to pump water), and solid waste generation. GHG emissions from electricity consumed by the building would be generated off-site by fuel combustion at the electricity provider. GHG emissions from water transport are also indirect emissions resulting from the energy required to transport water from its source.

The estimated operational GHG emissions that would be generated from implementation of the proposed Project are shown in Table GHG-1. Additionally, in accordance with SCAQMD recommendation, the Project’s amortized construction related GHG emissions are added to the operational emissions estimate in order to determine the Project’s total annual GHG emissions. As shown, GHG emissions would be less than SCAQMD thresholds. Therefore, based upon SCAQMD’s screening threshold, impacts related to GHG emissions would be less than significant.

Table GHG-1: Greenhouse Gas Emissions
Activity
Annual GHG Emissions
(MTCO2e)
Project Operational Emissions
Area 0
Energy 183
Auto Mobile 160
Truck Mobile 2,499
Waste 33
Water 47
Total Project Gross
Operation Emissions
2,922
Project Construction
Emissions 39
Total Project Emissions 2,961
Existing Emissions 972
Net Emissions 1,989
Significance Threshold 10,000
Threshold Exceeded? No
Source: Air Quality, Energy, Greenhouse Gas Impact Analysis (Appendix A) b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases?
Less Than Significant Impact. The Project involves the demolition of the existing light industrial warehouse and construction of a 52,160 SF truck terminal at the Project site. In 2006, the California State Legislature adopted AB 32, the California Global Warming Solutions Act of 2006. AB 32 requires CARB to adopt rules and regulations that would achieve GHG emissions equivalent to statewide levels in 1990 by 2020 through an enforceable statewide emission cap, which was phased in starting in 2012. Therefore, as the proposed Project meets the current interim emissions targets/thresholds established by SCAQMD, it would also be on track to meet the reduction target of 40 percent below 1990 levels by 2030, as mandated by the State.

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come into effect. Therefore, implementation of the proposed Project would not conflict with existing plans, policies, and regulations adopted for the purpose of reducing the emissions of greenhouse gas.

Plans, Programs, or Policies (PPPs)
None.

Mitigation Measures
None.

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a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials?
Less Than Significant Impact. Development and long-term operation of the Project would require standard transport, use, and disposal of hazardous materials and wastes. If the use of these materials does not adhere to established federal, state, and local laws and regulations, workers, building occupants and residents, the public, and/or the environment could be exposed to hazardous materials.

Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.9 HAZARDS AND HAZARDOUS
MATERIALS. Would the project:
a) Create a significant hazard to the public or
the environment through the routine transport,
use, or disposal of hazardous materials?
b) Create a significant hazard to the public or
the environment through reasonably foreseeable
upset and accident conditions involving the
release of hazardous materials into the
environment?
c) Emit hazardous emissions or handle hazardous
or acutely hazardous materials, substances, or
waste within one-quarter mile of an existing or
proposed school?
d) Be located on a site which is included on a list
of hazardous materials sites compiled pursuant
to Government Code Section 65962.5 and, as a
result, would it create a significant hazard to the
public or the environment?
e) For a project located within an airport land
use plan or, where such a plan has not been
adopted, within two miles of a public airport or
public use airport, would the project result in a
safety hazard or excessive noise for people
residing or working in the project area?
f) Impair implementation of or physically
interfere with an adopted emergency response
plan or emergency evacuation plan?
g) Expose people or structures, either directly or
indirectly, to a significant risk of loss, injury or
death involving wildland fires?
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Construction
Heavy construction equipment (e.g., dozers, excavators, tractors) would be operated for development of the Project. The equipment would be fueled and maintained by petroleum‐based substances such as diesel fuel, gasoline, oil, and hydraulic fluid, which are considered hazardous if improperly stored, handled, or transported. Other materials used—such as paints, adhesives, and solvents—could also result in accidental releases or spills that could pose risks to people and the environment. These risks are standard, however, on all construction sites, and the Project would not cause greater risks than would occur on other similar construction sites.

Construction contractors would be required to comply with federal, state, and local laws and regulations regarding the transport, use, and storage of the hazardous materials. Applicable laws and regulations include CCR, Title 8 Section 1529 (pertaining to ACM) and Section 1532.1 (pertaining to LBP); CFR, Title 40, Part 61, Subpart M (pertaining to ACM); CCR, Title 23, Chapter 16 (pertaining to UST); CFR, Title 29 - Hazardous Waste Control Act; CFR, Title 49, Chapter I; and Hazardous Materials Transportation Act requirements as imposed by the USDOT, CalOSHA, CalEPA and DTSC. Additionally, construction activities would require a SWPPP, which is mandated by the National Pollution Discharge Elimination System General Construction Permit (included as PPP WQ-1 herein) and enforced by the Santa Ana RWQCB. The SWPPP will include strict onsite handling rules and BMPs to minimize potential adverse effects to workers, the public, and the environment during construction, including, but not limited to:
• Establishing a dedicated area for fuel storage and refueling activities that includes secondary containment protection measures and spill control supplies; • Following manufacturers’ recommendations on the use, storage, and disposal of chemical products used in construction;
• Avoiding overtopping construction equipment fuel tanks; • Properly containing and removing grease and oils during routine maintenance of equipment; and • Properly disposing of discarded containers of fuels and other chemicals.

Mandatory compliance with applicable laws and regulations related to the routine transport, use, and disposal of hazardous materials during construction activities at the Project site would limit potentially significant hazards to construction workers, the public, and the environment. Impacts would be less than significant.

Operation
The Project site would be developed with a truck terminal building. Operations would require the use of various types and quantities of hazardous materials, including lubricants, solvents, cleaning agents, wastes, paints and related wastes, petroleum, wastewater, batteries, (lead acid, nickel cadmium, nickel, iron, carbonate), scrap metal, and used tires. These hazardous materials would be used, stored, and disposed of in accordance with applicable regulations and standards (such as CFR, Title 49, Chapter I; CCR, Title 8; CFR, Title 40, Part 263) that are enforced by the USEPA, USDOT, CalEPA, CalOSHA, DTSC, and County of San Bernardino Environmental Health Services.

Under California Health and Safety Code Section 25531 et seq., CalEPA requires businesses operating with a regulated substance that exceeds a specified threshold quantity to register with a managing local agency, known as the Certified Unified Program Agency (CUPA). Additionally, businesses are required to provide workers with training on the safe use, handling, and storage of hazardous materials. Businesses are also required to maintain equipment and supplies for containing and cleaning up spills of hazardous materials that can be safely contained and cleaned by onsite workers and to immediately notify emergency response agencies in the event of a hazardous materials release that cannot be safely contained and cleaned up by onsite personnel. Compliance with existing laws and regulations governing hazard and hazardous materials results in less than significant impacts related the routine transport, use, and disposal of the hazardous materials.

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b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Less Than Significant with Mitigation Incorporated.

Construction
Accidental Releases. While the routine use, storage, transport, and disposal of hazardous materials in accordance with applicable regulations during construction activities would not pose health risks or result in significant impacts; improper use, storage, transportation and disposal of hazardous materials and wastes could result in accidental spills or releases, posing health risks to workers, the public, and the environment.

To avoid an impact related to an accidental release, the use of BMPs during construction are implemented as part of a SWPPP as required by the National Pollution Discharge Elimination System General Construction Permit. Implementation of an SWPPP would minimize potential adverse effects to workers, the public, and the environment. Construction contract specifications would include strict on-site handling rules and BMPs that include, but are not limited to:
• Establishing a dedicated area for fuel storage and refueling and construction dewatering activities that includes secondary containment protection measures and spill control supplies; • Following manufacturers’ recommendations on the use, storage, and disposal of chemical products used in construction;
• Avoiding overtopping construction equipment fuel tanks; • Properly containing and removing grease and oils during routine maintenance of equipment; and • Properly disposing of discarded containers of fuels and other chemicals.

In April 2021, Stantec completed a Phase I Environmental Assessment (Phase I ESA) of the two parcels within the Project site (Appendix F). The 2021 Phase I ESA identified the following Recognized Environmental Conditions (RECs) related to the Project site:

Adjacent Railroad Tracks. Railroad tracks are located adjacent to the west-southwest of the Project site.

Herbicides are commonly applied to railroad alignments, and heavy metals associated with herbicidal application are commonly found in these areas. As such, the Phase I ESA recommended shallow soil sampling for arsenic and lead. Therefore, a Phase II ESA with soil testing was conducted in June 2021. The Phase II ESA investigation identified the presence of lead at low concentrations within shallow soils adjacent to the railroad easement (Appendix G). All lead detections in the area were below commercial/industrial use soil screening criteria. As such, the adjacent railroad tracks are no longer considered a REC to the Project site and impacts related to the railroad tracks would be less than significant.

Former Underground Storage Tank & Clarifier/Sump. Prior uses on the Project site utilized underground storage tanks (USTs) and a waste oil clarifier/sump. The Project site received a “no further action letter” from the San Bernardino County Fire Department on February 12, 2020 for the former 5,000-gallon diesel UST, 5,000-gallon gasoline UST, and 1,000-gallon waste oil clarifier/sump. However, no soil vapor data has been collected to evaluate whether the soil vapor beneath the Project site has been impacted by the former USTs and clarifier/sump. As such, the Phase I ESA recommended soils vapor testing. Therefore, a Phase II ESA with soil testing was conducted in June 2021. The Phase II ESA investigation identified the presence of total petroleum hydrocarbons (TPH) at low concentrations within shallow soils near the former USTs and oil sump/clarifier locations. All TPH and refrigerant volatile organic compound (VOC) detections in the area were below commercial/industrial use soil screening criteria. As such, the former UST & clarifier/sump are no longer considered a REC to the Project site. However, given the long history of industrial operations on the Project site, there is a potential for undocumented structures containing hazardous wastes to be discovered during construction activities. Therefore, Mitigation Measure HAZ-1 requires the Packet Pg. 222
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preparation of a Soil Management Plan prior to future earthwork activities. With implementation of Mitigation Measure HAZ-1, impacts related to former onsite uses would be less than significant.

Groundwater Plume Associated with Newmark Superfund Site. The Newmark Groundwater Contamination Superfund Site encompasses 23 square miles and is located within the Bunker Hill Groundwater Basin. The groundwater plume extends beneath the Project site. The groundwater contamination impacts the drinking water resources in the region. Chemicals of concern include tetrachloroethylene (PCE) and trichloroethylene (TCE). The Phase I ESA recommends collection of soil vapor samples to evaluation whether soil vapor beneath the Project site has been impacted by the groundwater plume. Therefore, a Phase II ESA with soil testing was conducted in June 2021. The Phase II ESA investigation identified the presence of PCE in soil vapor at a single location, which exceeds the conservative commercial screening level. However, the detected concentration is below the risk-based commercial screening level used by regulatory agencies to evaluate the necessity of vapor mitigation. PCE was not detected at any other location on the Project site and was not identified in the sample collected at 5 feet below ground surface (bgs). Given the PCE was only detected at the sample taken at 15 feet bgs, and no PCE was detected at any of the other six boring locations on the Project site, the PCE is likely from the known groundwater plume associated with the Newmark Superfund Site, and not indicative of a source on the Project site. Based on the low concentration of PCE detected at the Project site, vapor intrusion is not considered to be a significant concern and vapor mitigation is not required based on the current concentrations of these chemicals. As such, impacts related to the Newmark Superfund site would be less than significant.

Cajon Landfill. The Cajon landfill is an unpermitted landfill that is located within 200 feet of the Project site.

Given the close proximity and potential for methane in the subsurface, the landfill is considered a REC to the Project site. As such, the Phase I ESA recommended collection of soil vapor samples to evaluate the potential methane impact to the subsurface onsite soils from the nearby landfill. The Phase II ESA prepared measured methane, oxygen, and carbon dioxide content as not indicative of soil vapor conditions being influenced by the nearby Cajon Landfill. Therefore, no further investigation related to the Cajon Landfill is required. Vapor protection is not necessary to address methane or other landfill gases.

Operation
Operation of the proposed truck terminal and associated areas involve use and storage of common hazardous materials such as paints, solvents, cleaning products, fuels, lubricants, adhesives, sealers, and pesticides/herbicides. Normal routine use of these typical commercially used products pursuant to existing regulations would not result in a significant hazard to the environment or workers in the vicinity of the Project.

Should future uses of the industrial warehouse utilize or store substantial amounts or acute types of hazardous materials, both federal and state governments require all businesses that handle more than specified amounts of hazardous materials to submit a business plan to regulating agencies. With adherence of existing regulations, impacts would be less than significant.
c) Emit hazardous emissions or handle hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school?
Less Than Significant Impact. Cesar Chavez Middle School is located approximately 0.94-mile from the Project site. Furthermore, as noted in Sections 5.9(a) and 5.9(b), the proposed Project is not anticipated to release hazardous emissions or handle hazardous or acutely hazardous materials, substances, or wastes in significant quantities. Therefore, the proposed Project would not emit hazardous emissions or handle hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school. As such, impacts would be less than significant.
d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment?
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Less than Significant with Mitigation Incorporated. The proposed Project site is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5. Government Code Section 65962.5 specifies lists of the following types of hazardous materials sites: hazardous waste facilities; hazardous waste discharges for which the State Water Quality Control Board has issued certain types of orders; public drinking water wells containing detectable levels of organic contaminants; underground storage tanks with reported unauthorized releases; and solid waste disposal facilities from which hazardous waste has migrated.

The Phase I ESA conducted for the Project site included a review of federal, state, and local regulatory databases to evaluate the Project site and known or suspected sites of environmental contamination pursuant to ASTM Standard E 1527-13. As concluded in the ESA, the Project site is listed on the Facility Index System (FINDS), Enforcement and Compliance History Online (ECHO), Statewide Environmental Evaluation and Planning System UST (SWEEPS UST), Hazardous Substance Storage Container (HIST UST), California Facility Inventory Database (CA FID UST), Resource Conservation and Recovery Act (RCRA NonGen/NLR), EMI, Hazardous Waste Information System (HAZNET), and Hazardous Waste Tracking System (HWTS) databases. As discussed previously in Response 5.9(b), the Project site was formerly occupied by Fred Walter & Son machine shop which specialized in mining industry equipment fabrication and repairs. Fuel and waste oil USTs, abrasive blasting equipment, and a pressure washing area with an aboveground clarifier were used onsite. The USTs were installed in 1982 and removed in 1991. Multiple notices of violation were issued by San Bernardino County for management of hazardous waste and waste spills. As such, the Phase I ESA recommended soils vapor testing. Therefore, a Phase II ESA with soil testing was conducted in June 2021.

The Phase II ESA investigation identified the presence of TPH at low concentrations within shallow soils near the former USTs and oil sump/clarifier locations. All TPH and refrigerant VOC detections in the area were below commercial/industrial use soil screening criteria. Given the long history of industrial operations on the Project site, there is a potential for undocumented structures containing hazardous materials to be discovered during construction activities. Therefore, Mitigation Measure HAZ-1 requires the preparation of a Soil Management Plan prior to future earthwork activities. With implementation of Mitigation Measure HAZ-1, impacts related to former onsite uses would be less than significant. e) For a project within an airport land use plan, or where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area?
No Impact. The proposed Project site is located approximately 9.5 miles northwest of San Bernardino International Airport and is outside the boundaries of the San Bernardino International Airport Land Use Compatibility Plan. Additionally, the proposed industrial development would be a maximum of 36 feet in height at the parapet. Thus, the proposed industrial development is not of a sufficient height to require modifications to the existing air traffic patterns at the airport and would not affect aviation traffic levels or otherwise result in substantial aviation-related safety risks. Therefore, the proposed Project would not result in an impact to an airport land use plan and would not result in a safety hazard or excessive noise for people residing or working in the Project area.
f) Impair implementation of an adopted emergency response plan or emergency evacuation plan? Less Than Significant Impact. The proposed Project would not physically interfere with an adopted emergency response plan or emergency evacuation plan.

Construction
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during construction of the proposed Project would not require closure of Industrial Parkway or Palm Avenue.

Any temporary lane closures needed for utility connections or driveway construction would be required to implement appropriate measures to facilitate vehicle circulation, as included within construction permits. Thus, implementation of the project through the City’s permitting process would ensure existing regulations are adhered to and would reduce potential construction related emergency access or evacuation impacts to a less than significant level.

Operation
The City of San Bernardino participates in the San Bernardino County Multi-Jurisdictional Hazard Mitigation Plan which outlines requirements for emergency access and standards for emergency responses.

Direct access to the Project site would be provided from Industrial Parkway by two driveways. The Project driveways and internal access would be required through the City’s permitting procedures to meet the City’s design standards to ensure adequate emergency access and evacuation. The Project is also required to provide fire suppression facilities (e.g., hydrants and sprinklers). The Fire Department and/or Public Works Department would review the development plans as part of the permitting procedures to ensure adequate emergency access pursuant to the requirements in Section 503 of the California Fire Code (Title 24, California Code of Regulations, Part 9), included as Municipal Code Chapter 15.16. As such, the Project would not impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan, and impacts would be less than significant. g) Expose people or structures, either directly or indirectly, to a significant risk of loss, injury or death involving wildland fires?
Less than Significant Impact. The Project site is within an urbanized industrial area of the City of San Bernardino. The Project site is bounded by Palm Avenue and a vacant lot to the northwest; Industrial Parkway followed by industrial uses to the northeast; a vacant parcel to the southeast; and a railroad easement followed by Route 66 to the southwest. The Project site is in close proximity to the San Gabriel Mountain foothills, which are wildland areas. According to the CAL FIRE Fire Hazard Severity Zone map, the Project site is within an area identified as a Very High Fire Hazard Severity Zone (VHFHSZ) (CAL FIRE 2021). Areas designated as being within a VHFHSZ in the City of San Bernardino are required to comply with the provisions set forth in Municipal Code Chapter 15.10, Foothill Fire Zone Building Standards. Adherence to the provisions set forth in Municipal Code Chapter 15.10 would limit potential risk associated with wildland fires within the Project site by requiring the use of flame retardant and noncombustible materials. As a result, with implementation of regulatory requirements, the Project would not expose people or structures to a significant risk of loss, injury or death involving wildland fires and impacts would be less than significant.

Plans, Programs, or Policies (PPPs)
None.

Mitigation Measures
MM HAZ-1: Soil Management Plan. Prior to issuance of a grading permit, the Project applicant shall demonstrate to the City of San Bernardino that a qualified environmental consultant has been retained and has prepared a Soil Management Plan (SMP) that details procedures and protocols for onsite management of soils containing potentially hazardous materials. The SMP shall be implemented during grading activities onsite to ensure that soils containing residual levels of hydrocarbons, volatile organic compounds, and tetrachloroethylene, are properly identified, monitored, and managed onsite, and include the following:
• A certified hazardous waste hauler shall remove all potentially hazardous soils. In addition, sampling of soil shall be conducted during excavation to ensure that all petroleum hydrocarbon and arsenic impacted soils are removed, and that Environmental Screening Levels (ESLs) for non-residential uses Packet Pg. 225
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are not exceeded. Excavated materials shall be transported per California Hazardous Waste Regulations to a landfill permitted by the State to accept hazardous materials. • Any subsurface materials exposed during construction activities that appear suspect of contamination, either from visual staining or suspect odors, shall require immediate cessation of excavation activities. Soils suspected of contamination shall be tested for potential contamination. If contamination is found to be present per the Department of Toxic Substances Control Screening Levels for industrial/commercial land use (DTSC-SLi) and the EPA Regional Screening Levels for industrial/commercial land use (EPA-RSLi), it shall be transported and disposed of per state regulations to an appropriately permitted landfill.
• The SMP shall include a Health and Safety Plan (HSP) addresses potential safety and health hazards and includes the requirements and procedures for employee protection; each contractor will be required to have their own HSP tailored to their particular trade that addresses the general project safety requirements. The HSP shall also outline proper soil handling procedures and health and safety requirements to minimize worker and public exposure to hazardous materials during construction.
• The SMP shall be prepared and executed in accordance with South Coast Air Quality Management District (SCAQMD) Rule 1166, Volatile Organic Compound Emissions from Decontamination of Soil.

The SMP shall require the timely testing and sampling of soils so that contaminated soils can be separated from inert soils for proper disposal. The SMP shall specify the testing parameters and sampling frequency. Anticipated testing includes total petroleum hydrocarbons (TPH), volatile organic compounds (VOCs), and semi-volatile organic compounds (SVOCs). During excavation, Rule 1166 requires that soils identified as contaminated shall be sprayed with water or another approved vapor suppressant, or covered with sheeting during periods of inactivity of greater than an hour, to prevent contaminated soils from becoming airborne. Under Rule 1166, contaminated soils shall be transported from the project site by a licensed transporter and disposed of at a licensed storage/treatment facility to prevent contaminated soils from becoming airborne or otherwise released into the environment.
• All SMP measures shall be printed on the construction documents, contracts, and Project plans prior to issuance of grading permits.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.10 HYDROLOGY AND WATER
QUALITY. Would the project:
a) Violate any water quality standards or waste
discharge requirements or otherwise
substantially degrade surface or ground water
quality?
b) Substantially decrease groundwater supplies
or interfere substantially with groundwater
recharge such that the project may impede
sustainable groundwater management of the
basin?
c) Substantially alter the existing drainage
pattern of the site or area, including through the
alteration of the course of a stream or river or
through the addition of impervious surfaces, in a
manner which would:
i) result in substantial erosion or siltation on- or
off-site;
ii) substantially increase the rate or amount of
surface runoff in a manner which would result in
flooding on- or offsite;
iii) create or contribute runoff water which would
exceed the capacity of existing or planned
stormwater drainage systems or provide
substantial additional sources of polluted runoff;
or
iv) impede or redirect flood flows?
d) In flood hazard, tsunami, or seiche zones, risk
release of pollutants due to project inundation?
e) Conflict with or obstruct implementation of a
water quality control plan or sustainable
groundwater management plan?
a) Violate any water quality standards or waste discharge requirements or otherwise substantially degrade surface or groundwater quality?
Less Than Significant Impact.

Construction
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Construction of the Project would require grading and excavation of soils, which would loosen sediment, and then have the potential to mix with surface water runoff and degrade water quality. Pollutants of concern during Project construction include sediments, trash, petroleum products, concrete waste (dry and wet), sanitary waste, and chemicals. During construction activities, excavated soil would be exposed, and there would be an increased potential for soil erosion and transport of sediment downstream compared to existing conditions. During a storm event, soil erosion could occur at an accelerated rate. In addition, constructionrelated pollutants, such as chemicals, liquid and petroleum products (e.g., paints, solvents, and fuels), and concrete-related waste, could be spilled, leaked, or transported via stormwater runoff into adjacent drainages and into downstream receiving waters.

These types of water quality impacts during construction of the Project would be prevented through implementation of a SWPPP that is required to identify all potential sources of pollution that are reasonably expected to affect the quality of storm water discharges from the construction site. The SWPPP would include construction BMPs such as:
• Prompt revegetation of proposed landscaped/grassed swale areas; • Perimeter gravel bags or silt fences to prevent off-site transport of sediment; • Storm drain inlet protection (filter fabric gravel bags and straw wattles), with gravel bag check dams within paved roadways;
• Regular sprinkling of exposed soils to control dust during construction and soil binders for forecasted wind storms;
• Specifications for construction waste handling and disposal; • Contained equipment wash-out and vehicle maintenance areas; • Erosion control measures including soil binders, hydro mulch, geotextiles, and hydro seeding of disturbed areas ahead of forecasted storms;
• Construction of stabilized construction entry/exits to prevent trucks from tracking sediment on City roadways;
• Construction timing to minimize soil exposure to storm events; and • Training of subcontractors on general site housekeeping.

Adherence to the existing requirements and implementation of the appropriate BMPs as ensured through the City’s construction permitting process, which would ensure that the Project would not violate any water quality standards or waste discharge requirements, potential water quality degradation associated with construction activities would be minimized, and impacts would be less than significant.

Operation
The proposed Project would operate a truck terminal facility, which would introduce the potential for pollutants such as chemicals from cleaners, pesticides and sediment from landscaping, trash and debris, and oil and grease from vehicles and trucks. These pollutants could potentially discharge into surface waters and result in degradation of water quality. However, the proposed Project would be required to incorporate a WQMP with post-construction (or permanent) Low Impact Development (LID) site design, source control, and treatment control BMPs. The LID site design would minimize impervious surfaces and provide infiltration of runoff into landscaped areas.

The source control BMPs would minimize the introduction of pollutants that may result in water quality impacts; and treatment control BMPs that would treat stormwater runoff. For the purposes of stormwater quality, an underground infiltration system is proposed. All runoff would be collected in a series of inlets and piped to a clarifier for pre-treatment and then into the underground system. Once the system fills up, flows would build up and be discharged out into a detention basin proposed in the southerly corner of the site. A spillway would direct flows out to the existing drainage ditch located in the railroad right-of-way. Proposed stormwater facilities would mitigate the 2-year 1-hour storm event to pre-Project conditions by providing 24,373 cubic feet of above ground retention and 42,007 cubic feet of underground retention. Runoff would Packet Pg. 228
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not exceed the existing condition. This system would remove coarse sediment, trash, and pollutants (i.e., sediments, nutrients, heavy metals, oxygen demanding substances, oil and grease, bacteria, and pesticides).

With implementation of the operational source and treatment control BMPs that are outlined in the preliminary WQMP (Appendix H) that would be reviewed and approved by the City during the permitting and approval process, potential pollutants would be reduced to the maximum extent feasible, and implementation of the proposed Project would not substantially degrade water quality. Therefore, impacts would be less than significant.
b) Substantially decrease groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin? Less Than Significant Impact. The proposed Project is located within the Upper Santa Ana Valley Groundwater Basin. Development of the proposed Project would introduce approximately 286,192 SF of impervious surfaces to the site. However, the proposed Project would install an onsite storm drain system that would convey runoff to a pre-treatment unit then to an underground infiltration/detention system that would capture, filter, and infiltrate runoff. In addition, the Project includes 43,139 SF of landscaping that would infiltrate stormwater onsite. As a result, the proposed Project would not decrease groundwater supplies or interfere substantially with groundwater recharge; and the Project would not impede sustainable groundwater management of the basin. Thus, the proposed Project would have a less than significant impact. c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would:
i. Result in substantial erosion or siltation on- or off-site? Less Than Significant Impact.

Construction
Construction of the Project would require grading and excavation of soils, which would loosen sediment and could result in erosion or siltation. Approximately 11.07 acres would be disturbed as part of Project construction. However, as described previously, construction of the proposed Project requires City approval of a SWPPP prepared by a Qualified SWPPP Developer, as included in PPP WQ-1. The SWPPP is required during the City’s plan check and permitting process and would include construction BMPs to reduce erosion or siltation. Typical BMPs for erosion or siltation, include use of silt fencing, fiber rolls, gravel bags, stabilized construction driveway, and stockpile management (as described in the previous response above). Adherence to the existing requirements and implementation of the required BMPs per the plan check and permitting process would ensure that erosion and siltation associated with construction activities would be minimized, and impacts would be less than significant.

Operation
The Project site consists of vacant land and an industrial warehouse building. The proposed Project would introduce impervious surfaces to the majority of the site. The project site does not contain any drainage, riparian, or riverine features. Development of the proposed Project would introduce approximately 286,192 SF of impervious surfaces to the site. The pervious surfaces remaining on the site would be landscaped. There would be no substantial areas of bare or disturbed soil onsite subject to erosion. In addition, the Project is required to implement a WQMP, as included in PPP WQ-2, which would provide operational BMPs to ensure that operation of the truck terminal would not result in erosion or siltation. With implementation of these regulations, impacts related to erosion or siltation onsite or off-site would be less than significant. ii. Substantially increase the rate or amount of surface runoff in a manner that would result in flooding on- or off-site?
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Less Than Significant Impact. As discussed in Section 5.10(a) above, during construction, a SWPPP would be implemented to control drainage and maintain drainage patterns across the proposed Project. As discussed in the Drainage Report (Appendix I) existing drainage patterns will remain unchanged, which would result in a decrease in time of concentration due to increase in imperviousness. To mitigate this increase, an infiltration system would collect runoff prior to discharge offsite. The Project is anticipated to result in an increase of 23,880 cubic feet of runoff. Proposed LID infiltration BMPs would provide 66,380 cubic feet of total above and underground retention volume, which would provide 102.8 percent of the required design capture volume (DCV).

Also, as discussed in the Drainage Report prepared for the proposed Project (see Appendix I), drainage runoff from the Project site would be adequately handled by the proposed Project’s drainage system. Onsite drainage would be conveyed via surface sheet flow to inlets, and then via pipes to the infiltration system BMP, with overflows draining out via a pipe to the southerly proposed detention basin, and out via a spillway to the existing drainage course to the southwest of the Project site. The proposed onsite storm drain system would convey runoff to a pre-treatment unit then to an underground infiltration/detention system that would capture, filter, and infiltrate runoff. Proposed storm drain facilities would be able to capture runoff and mitigate the 2-year 1-hour storm event to pre-project conditions. Therefore, the Project would not result in flooding on- or off-site, and impacts would be less than significant. iii. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? Less Than Significant Impact. As described in the previous responses, the proposed Project would be required to implement a SWPPP during construction that would implement BMPs, such as the use of silt fencing, fiber rolls, and gravel bags, that would ensure that runoff would not substantially increase during construction, and that pollutants would not discharge from the Project site, which would reduce potential impacts to drainage systems and water quality to a less than significant level.

See response to Section 5.10 c)(iii), above. The proposed Project would introduce approximately 286,192 square feet of impervious surfaces to the Project site. Proposed stormwater facilities would mitigate the 2- year 1-hour storm event to pre-project conditions by providing 24,373 cubic feet of above ground retention and 42,007 cubic feet of underground retention. Runoff will not exceed the existing condition. This system would remove coarse sediment, trash, and pollutants (i.e., sediments, nutrients, heavy metals, oxygen demanding substances, oil and grease, bacteria, and pesticides). Development of the proposed Project would not create or contribute runoff water that would exceed the capacity of existing or planned stormwater drainage systems and impacts would be less than significant. iv. Impede or redirect flood flows?
Less Than Significant Impact. According to FEMA’s FIRM Flood Map, the Project site is zoned as Flood Zone X, area of 0.2% annual chance flood; area of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood. The City would review the Project permit applications to ensure the proposed development would not be subject to significant flood hazard and structures would be floodproofed. Thus, the proposed Project would not impede or redirect flood flows, and impacts would not occur. d) In flood hazard, tsunami, or seiche zones, risk release of pollutants due to project inundation? Less Than Significant Impact. As discussed in Response 5.10 c)(iv), the Project site is classified as Flood Zone X, area of 0.2% annual chance flood; area of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood. However, a SWPPP and WQMP would be prepared and implemented as part of the Project to ensure pollutants are contained and would not be released from the Project site during construction. Post construction stormwater infrastructure would ensure capture and treatment of storm flows up to the 2-year 1-hour storm.

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Therefore, implementation of the Project would not risk the release of pollutants due to Project inundation in a flood hazard zone.

The Project site is located approximately 50 miles northeast of the Pacific Ocean. Therefore, the Project is not located within a tsunami zone and no impacts would occur.

Similarly, a seiche is the sloshing of a closed body of water from earthquake shaking. Seiches are of concern relative to water storage facilities because inundation from a seiche can occur if the wave overflows a containment wall, such as the wall of a reservoir, water storage tank, dam, or other artificial body of water.

The nearest body of water is Lake Gregory, approximately 6.3 miles to the northeast. The Project site is not within vicinity of any impounded bodies of water; therefore, the Project is not at risk of a seiche. Therefore, impacts would be less than significant.
e) Conflict with or obstruct implementation of a water quality control plan or sustainable groundwater management plan?
No Impact. As described previously, the Project would be required to have an approved SWPPP, which would include construction BMPs to minimize the potential for construction related sources of pollution. For operations, the proposed Project would be required to implement source control BMPs to minimize the introduction of pollutants; and treatment control BMPs to treat runoff. With implementation of the operational source and treatment control BMPs that would be required by the City during the permitting and approval process, potential pollutants would be reduced to the maximum extent feasible, and implementation of the proposed Project would not obstruct implementation of a water quality control plan.

Also as described previously, the Project site is within the Upper Santa Ana Valley Groundwater Basin, San Bernardino Subbasin (Bunker Hill Subbasin). Each year, the San Bernardino Valley Water Conservation District (Conservation District) completes an Engineering Investigation of the Bunker Hill Basin. Due to the imbalance between groundwater recharge and production since 1993, the Bunker Hill Basin’s storage is 486,185 acre-feet below the level which is considered full, according to the most recent Engineering Investigation.1 This value is more than the 2020 report due to the decreased availability of native and State Water Project water for recharge. San Bernardino Municipal Water District (SBMWD) receives 100 percent of its water supply from the Bunker Hill Basin. However, the SBMWD identified capability to conduct recharge operations, which include construction of new, or maintenance and repair of existing diversion facilities, canals, dikes, basins, roads, and other water recharge facilities. These improvements are required to ensure that the increasing demands on the Basin, especially during drought periods, can be met. With proposed recharge operations, the Basin would have adequate capacity to meet projected demands. As further discussed in Section 5.19, Utilities & Service Systems, the Project would be within projected demand for the SBMWD. Therefore, the Project would result in a less than significant impact and would not obstruct implementation of a water quality control plan or sustainable groundwater management plan.

Plans, Programs, or Policies (PPPs)
PPP WQ-1: Prior to grading permit issuance, the project developer shall have a Stormwater Pollution Prevention Plan (SWPPP) prepared by a QSD (Qualified SWPPP Developer) pursuant to the Municipal Code Chapter 13.54. The SWPPP shall incorporate all necessary Best Management Practices (BMPs) and other City requirements to comply with the National Pollutant Discharge Elimination System (NPDES) requirements to limit the potential of polluted runoff during construction activities. Project contractors shall be required to ensure compliance with the SWPPP and permit periodic inspection of the construction site by City of San Bernardino staff or its designee to confirm compliance. 1 San Bernardino Valley Water Conservation District, Engineering Investigation of the Bunker Hill Basin 2019-2020. February 4, 2021. https://www.sbvwcd.org/docman-categories/reports-and-data/engineering-investigation/6438-2021-draft-engineeringinvestigation/file Packet Pg. 231
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PPP WQ-2: Prior to grading permit issuance, the project developer shall have a Water Quality Management Plan (WQMP) approved by the City for implementation. The project shall comply with the City’s Municipal Code Section 13.54 and the Municipal Separate Storm Sewer System (MS4) permit requirements in effect for the Regional Water Quality Control Board (RWQCB) at the time of grading permit to control discharges of sediments and other pollutants during operations of the Project.

Mitigation Measures
None.

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Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact

45.11 LAND USE AND PLANNING. Would
the project:
a) Physically divide an established community?
b) Cause a significant environmental impact due
to a conflict with any land use plan, policy, or
regulation adopted for the purpose of avoiding
or mitigating an environmental effect?
a) Physically divide an established community?
No Impact. As described in the previously, the Project site is partially vacant and partially developed with an industrial warehouse. The site is surrounded by existing roadways, existing industrial uses, and a railroad.

With approval of the Development Code Amendment, the Project would be consistent with the UDSP designation for the site. In addition, the Project does not involve development of roadways or other infrastructure that could divide a community. The Project is in an area dominated by industrial development, and there are no residential uses within the immediate vicinity of the Project site. Therefore, the proposed Project would not disrupt or divide the physical arrangement of an established community, and no impact would occur.
b) Cause a significant environmental impact due to a conflict with any land use plan, policy, or regulation adopted for the purpose of avoiding or mitigating an environmental effect? Less Than Significant Impact. The documents regulating land use for the Project site and immediate vicinity are the UDSP, the City’s General Plan, and the City’s Municipal Code. The proposed Project’s relationship to these planning documents is described below.

UDSP. The Project site is currently designated as Commercial General (CG-1) and Industrial Heavy (IH) in the UDSP. The proposed Project would require approval of a Development Code Amendment from Commercial General to Industrial Heavy for a portion of the site. Per the UDSP, the purpose of the Industrial Heavy designation is for development of a “variety of intense industrial activities that could potentially generate significant impacts, such as excessive noise, dust, and other nuisances, such as rail yards and multimodal transportation centers. Regulated per the San Bernardino Development Code Chapter 19.08.” As the proposed Project would develop a truck terminal facility, it would be consistent with the UDSP, and no impact related to the UDSP land use designation would occur.

General Plan. The Project would be required to comply with the goals and policies of the City of San Bernardino General Plan. As shown in Table LU-1, the proposed Project would be consistent with the goals and policies of the San Bernardino General Plan. As such, no impact related to General Plan inconsistency would occur.

Regional Transportation Plan/Sustainable Communities Strategy The Project would be required to comply with the goals and policies of SCAG’s Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS). As shown in Table LU-2, the proposed Project would be consistent with the goals and policies of the plan. As such, no impact related to regional plan inconsistency would occur.

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Table LU-1: San Bernardino General Plan Consistency
Policy Consistency

2.1.1: Actively enforce development standards,
design guidelines, and policies to preserve and
enhance the character of San Bernardino’s
neighborhoods.

Consistent. As shown on Table AES-1, the proposed
Project would be consistent with the development
standards for the Industrial Heavy (IH) designation.

2.1.2: Require that new development with
potentially adverse impacts on existing
neighborhoods or residents such as noise, traffic,
emissions, and storm water runoff, be located and
designed so that quality of life and safety in
existing neighborhoods are preserved.

Consistent. The Project would mitigate impacts
determined to be significant on the environment,
including noise, traffic, emissions, and stormwater
runoff, as identified in each environmental topic
section of this document. Measures would be
reviewed by the City.

2.2.7: Control the development of industrial and
similar uses that use, store, produce or transport
toxics, air emissions, and other pollutants.

Consistent. The Project would demolish the existing
industrial building and other site improvements to
construct a new tilt up truck terminal facility. Project would be consistent with the development standards
for the Industrial Heavy (IH) designation, as
currently zoned.

2.2.9 Require Police Department review of uses that
may be characterized by high levels of noise,
nighttime patronage, and/or rates of crime;
providing for the conditioning or control of use to
prevent adverse impacts on adjacent residences,
schools, religious facilities, and similar “sensitive”
uses.

Consistent. The Project is anticipated to operate
during the nighttime and would include crime
deterrents, including security lights and tree
setbacks from the proposed building. A concrete
screen wall is proposed on the Project boundaries
along Industrial Parkway and Palm Avenue. An 8-
foot-high tubular steel fence is proposed around the
passenger vehicle parking area. An 8-foot-high
chain link fence is proposed along the southern
Project boundaries. The Project does not have
surrounding sensitive land uses. The City’s Police will review the Project and include additional conditions
as necessary to ensure crime deterrents are
sufficient for proposed uses.

2.2.10 The protection of the quality of life shall
take precedence during the review of new projects.

Accordingly, the City shall utilize its discretion to
deny or require mitigation of projects that result in
impacts that outweigh benefits to the public.

Consistent. The Project would mitigate impacts
determined to be significant on the environment,
including noise, traffic, emissions, and stormwater
runoff, as identified in each environmental topic
section of this document. Measures would be
reviewed by the City.

2.3.2 Promote development that is compact,
pedestrian-friendly, and served by a variety of
transportation options along major corridors and in
key activity areas.

Consistent. The Project would be consistent with the
development standards for Industrial Heavy (IH)
designation, as currently zoned. Additionally, the
Project area is served by sbX Green Line, Kendall
Drive and Palm Avenue bus stop, approximately

0.7-mile from the Project area.

2.5.4 Require that all new structures achieve a high
level of architectural design and provide a careful
attention to detail.

Consistent. As shown on Table AES-1, the proposed
Project would be consistent with the development
standards for the Industrial Heavy (IH) designation.

2.5.6 Require that new developments be designed
to complement and not devalue the physical
characteristics of the surrounding environment,
including consideration of:
a. The site’s natural topography and vegetation;
Consistent. The Project would include demolition of
the existing industrial building and construct a new
tilt-up truck terminal. The Project would be sensitive
to surrounding topography, as discussed under
Section 5.7, Geology and Soils. As discussed in the
Project Description, the Project would provide a
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b. Surrounding exemplary architectural design
styles;
c. Linkages to pedestrian, bicycle, and equestrian
paths;
d. The use of consistent fencing and signage;
e. The provision of interconnecting greenbelts and
community amenities, such as clubhouses, health
clubs, tennis courts, and swimming pools;
f. The use of building materials, colors, and forms
that contribute to a “neighborhood” character;
g. The use of extensive site landscaping;
h. The use of consistent and well designed street
signage, building signage, and entry
monumentation;
i. A variation in the setbacks of structures;
j. The inclusion of extensive landscape throughout
the site and along street frontages;
k. The articulation of building facades to provide
interest and variation by the use of offset planes
and cubic volumes, building details, balconies,
arcades, or recessed or projecting windows, and
other techniques which avoid “box”-like structures;
l. The integration of exterior stairways into the
architectural design;
m. The screening of rooftop mechanical equipment;
n. The use of a consistent design through the use of
unifying architectural design elements, signage,
lighting, and pedestrian areas;
o. The provision of art and other visual amenities;
p. The inclusion of awnings, overhangs, arcades,
and other architectural elements to provide
protection from sun, rain, and wind; and
q. The location of parking at the rear, above, or
below the ground floor of non-residential buildings
to enhance pedestrian connectivity. (LU-1)
sidewalk along Industrial Parkway, which would
connect to other pedestrian paths. As shown on
Table AES-1, the proposed Project would be
consistent with the development standards for the
Industrial Heavy (IH) designation. As shown in Figure
3-2, Elevations, the Project would incorporate
consistent fencing and utilize window glazing and
aluminum canopies, which would be consistent with
surrounding industrial buildings. Additionally, the
proposed building would include an enhanced
entrance and would be setback from Industrial
Parkway and Palm Avenue, as further discussed in
Section 5.1.

As discussed in Section 5.1, the proposed Project
would install landscaping onsite and along
boundaries with adjacent streets. Areas adjacent to
the building would be landscaped with trees and a
variety of shrubs and ground covers. Additionally,
the layering of landscaping between the proposed
building and the surrounding roadways would
provide visual depth and distance between the
roadways and proposed structure. Landscaping
would be complimentary to the surrounding
community character.

2.6.2 Balance the preservation of plant and wildlife
habitats with the need for new development
through site plan review and enforcement of the
California Environmental Quality Act (CEQA)
Consistent. As discussed in Section 5.4, Biological
Resources, the Project would not result in significant
impacts on plant and wildlife habitats.

2.7.1 Enhance and expand drainage, sewer, and
water supply/storage facilities to serve new
development and intensification of existing lands.

Consistent. As discussed in Section 5.19, Utilities
and Service Systems, the Project proposes
connection to existing utilities, which would have
capacity to serve the proposed Project.

2.7.5 Require that development be contingent upon
the ability of public infrastructure to provide
sufficient capacity to accommodate its demands
and mitigate its impacts.

Consistent. As discussed in Section 5.19, Utilities
and Service Systems, the Project proposes
connection to existing utilities, which would have
capacity to serve the proposed Project.

2.8.1 Ensure that all structures comply with seismic
safety provisions and building codes.

Consistent. As discussed in Section 5.7, Geology
and Soils, the Project would comply with seismic
safety provisions and building codes.

2.8.2 Ensure that design and development
standards appropriately address the hazards
posed by wildfires and wind, with particular focus
Consistent. As discussed in Section 5.20, Wildfires,
the Project would not significantly exacerbate
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on the varying degrees of these threats in the
foothills, valleys, ridges, and the southern and
western flanks of the San Bernardino Mountains.
wildfire risk, exposing employees and surrounding
areas to threats associated with wildfire.

2.8.3 Encourage projects to incorporate the Crime
Prevention Through Environmental Design (CPTED)
and defensible space techniques to help improve
safety.

Consistent. The Project would incorporate multiple
Crime Prevention Through Environmental Design
(CPTED) strategies. As shown on Figure 3-1, the
Project would provide security gates in order to limit
access to truck loading areas and would provide
security lighting throughout the site and along the
Industrial Parkway frontage. Furthermore, Project
plans will be reviewed by the San Bernardino
Police Department to ensure that proper CPTED
measures are incorporated into the Project design.

2.8.4 Control the development of industrial and
other uses that use, store, produce, or transport
toxics, air emissions, and other pollutants.

Consistent. The Project would demolish the existing
industrial building and other site improvements to
construct a new tilt up truck terminal facility. Project would be consistent with the development standards
for the Industrial Heavy (IH) designation, as
currently zoned.

2.10.1 Ensure that all decisions related to the
physical development and growth of the City of San
Bernardino complies with the General Plan.

Specifically, the provisions of this plan shall be
applied to the following: a. Proposed private
development projects; b. Proposed public works
projects in support of land development or
preservation (Government Code Section 65401); c.

Proposed acquisition or disposal of public land
(Government Code Section 65401); and d.

Adoption of ordinances and standards for
implementing General Plan land use designations,
especially through the Development Code.

Consistent. As presented in this Section, the Project
would be consistent with the City’s General Plan.

4.1.4 Diversify the industrial use mix with a balance
of warehousing/ distribution, manufacturing, and
research and development uses.

Consistent. The Project proposes to demolish the
existing industrial building and other site
improvements to construct a new tilt up truck
terminal facility. Project would be consistent with the development standards for the Industrial Heavy (IH)
designation, as currently zoned.

4.5.1 Focus on developing the export-oriented
economic capacity of the City, which includes
‘production businesses’ (i.e., manufacturing and
service firms).

Consistent. The Project proposes to demolish the
existing industrial building and other site
improvements to construct a new tilt up truck
terminal facility. The Project would provide a truck
terminal facility to facilitate regional movement of
goods.

5.3.2 Distinct neighborhood identities should be
achieved by applying streetscape and landscape
design, entry treatments, and architectural detailing
standards, which are tailored to each particular
area and also incorporate citywide design
features.

Consistent. As discussed in Section 5.1, the
proposed Project would install landscaping onsite
and along adjacent streets. Areas adjacent to the
building entrance would be landscaped with trees
and a variety of shrubs and ground covers.

Additionally, the layering of landscaping within the
landscape setbacks and along the surrounding
roadways would provide visual depth and distance
between the roadways and proposed structure and
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surface parking lots. Landscaping would be
complimentary to the surrounding community
character.

5.3.4 Enhance and encourage neighborhood or
street identity with theme landscaping or trees,
entry statements, enhanced school or community
facility identification, and a unified range of
architectural detailing.

Consistent. As discussed in Section 5.1, the
proposed Project would construct a sidewalk along
the Project frontage along Industrial Parkway. The
Project would install landscaping onsite and along
the project’s boundary, including along Industrial
Parkway and Palm Avenue. The Project site would
be landscaped with trees and a variety of shrubs
and ground covers to provide depth and visual
interest and to compliment the building architecture.

Landscaping and sidewalks would enhance the
street identity in the area and be complimentary to
the surrounding community character.

5.7.2 Orient buildings toward major thoroughfares,
sidewalks, and public spaces so that parking is
convenient but not visually dominating.

Consistent. The Project building would be oriented
towards Industrial Parkway. The proposed Project
would include construction of a sidewalk along the
Project frontage along Industrial Parkway. The
Project site would be landscaped with trees and a
variety of shrubs and ground covers to provide
depth and visual interest, including along Industrial
Parkway and Palm Avenue, such that the parking
areas are not visually dominating.

5.7.3 Maintain architectural interest and variety
through varied rooflines, building setbacks, and
detailed façade treatments and maintain a strong
sense of project identity through similarities in
façade organization, signage, landscaping,
material use, colors, and roof shapes.

Consistent. As shown in Figure 3-2, the proposed
building elevations would incorporate varied roof
lines, color variations, and a variety of materials in
order to reduce massing. Furthermore, the
elevations would incorporate glazed windows,
including windows above loading docks, in order to
provide architectural interest.

5.7.6 Encourage architectural detailing, which
includes richly articulated surfaces and varied
facade treatment, rather than plain or blank walls.

Consistent. As shown on Table AES-1, the proposed
Project would be consistent with the development
standards for the Industrial Heavy (IH) designation.

Proposed elevations would include a variety of
materials such as aluminum and glazed windows.

Furthermore, a variety of gray and white paint
colors would be incorporated into the elevations in
order to provide architectural interest. The use of
landscaping, building layout, finish materials, and
accenting on the Project site would create a quality
architectural presence along Industrial Parkway.

5.7.7 Minimize the visual impact of surface parking
lots by locating them behind buildings, away from
the street or through perimeter and interior
landscaping, berming, and small-scale fencing.

Consistent. The use of landscaping, building layout,
finish materials, and accenting on the Project site
would create a quality architectural presence along
Industrial Parkway. The majority of parking is
proposed along the back and side of the building.

5.7.9 Ensure that the scale and massing of office,
commercial, and industrial uses are sensitive to the
context of surrounding residential development.

Consistent. As shown on Table AES-1, the proposed
Project would be consistent with the development
standards for the Industrial Heavy (IH) designation.

Design would be reviewed and approved for
consistency with design standards, including
setbacks, fencing, signage, open space,
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architectural treatments, etc. by the City prior to
Project approval.

5.7.10 Lighting should provide for safety and to
highlight features of center but not shine directly
onto neighboring properties or into the eyes of
motorists.

Consistent. Security lighting is proposed around the
building. Lighting would be directed downwards
and shielded from surrounding properties. Lighting
would comply with City lighting standards.

5.7.11 Loading bays should be screened by walls
and landscaping and oriented away from major
streets and entries.

Consistent. A concrete screen wall is proposed on
the Project boundaries along Industrial Parkway
and Palm Avenue. An 8-foot-high tubular steel
fence is proposed around the passenger vehicle
parking area. An 8-foot-high chain link fence is
proposed along the southern Project boundaries.

The proposed Project includes approximately
43,139 SF of ornamental landscaping that would
cover approximately 15.1 percent of the site, as
shown in Figure 3-3, Proposed Landscape Plan.

Proposed landscaping would include 24-inch box
trees, 15-gallon trees, various shrubs, and succulents
to screen the proposed building,
infiltration/detention basin, and parking and
loading areas from off-site viewpoints.

6.2.1 Maintain a peak hour level of service D or
better at street intersections.

Consistent. As discussed in Section 5.17,
Transportation, the Project would not result in
impacts on transportation.

6.2.3 Keep traffic in balance with roadway
capacity by requiring traffic studies to identify local roadway and intersection improvements necessary
to mitigate the traffic impacts of new developments
and land use changes.

Consistent. As discussed in Section 5.17,
Transportation, the Project prepared a Traffic
Impact Analysis which demonstrates the Project
would screen out of a Vehicle Miles Traveled (VMT)
analysis as it would generate fewer than the
screening threshold of 110 daily trips. The Project
would pay Development Impact Fees as
conditioned by the City. The fees shall be collected
and utilized as needed by the City to construct the
improvements necessary to maintain, build or
improve roads to their build-out level.

6.3.6 Locate new development and their access
points in such a way that traffic is not encouraged
to utilize local residential streets and alleys.

Consistent. The Project would provide access along
Industrial Parkway, consistent with the existing
condition. Residential streets and alleys would not
be utilized for access.

6.3.7 Require that adequate access be provided to
all developments in the City including secondary
access to facilitate emergency access and egress
Consistent. The proposed Project area would be
accessed from two driveways on Industrial
Parkway, thus providing secondary access for
emergency access. The construction permitting
process would provide adequate and safe
circulation to, from, and through the Project area,
and would provide routes for emergency
responders to access different portions of the
Project area. The Project would provide a 40-foot
or wider fire access lane around the proposed truck
terminal building. Because the Project is required to
comply with all applicable City codes, as verified
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by the City potential impacts related to inadequate
emergency access would be less than significant.

6.4.1 Work with Caltrans to ensure that construction
of new facilities includes appropriate sound walls
or other mitigating noise barriers to reduce noise
impacts on adjacent land uses.

Consistent. The Noise Impact Analysis prepared for
the Project evaluated potential impacts to ambient
noise levels at the nearest sensitive receptors
resulting from the proposed onsite noise sources
such as idling trucks, delivery truck activities, backup alarms, loading and unloading of trucks, and rooftop air conditioning units (Vista 2021). As shown in Table N-3 in Section 5.13, Noise, the noise levels
generated by the Project would be less than the 65
dBA Leq exterior noise standard at the closest
sensitive receptors. Therefore, noise generated
from operation of the proposed Project would not
exceed noise standards and would be less than
significant.

6.4.8 Develop appropriate protection measures
along routes frequently used by trucks to minimize
noise impacts to sensitive land uses including but not
limited to residences, hospitals, schools, parks,
daycare facilities, libraries, and similar uses.

Consistent. The Noise Impact Analysis prepared for
the Project evaluated potential impacts to ambient
noise levels at the nearest sensitive receptors
resulting from the proposed onsite noise sources
such as idling trucks, delivery truck activities, backup alarms, loading and unloading of trucks, and rooftop air conditioning units (Vista 2021). As shown in Table N-3 in Section 5.13, Noise, the noise levels
generated by the Project would be less than the 65
dBA Leq exterior noise standard at the closest
sensitive receptors. Therefore, noise generated
from operation of the proposed Project would not
exceed noise standards and would be less than
significant.

6.5.4 Require that on-site loading areas minimize
interference of truck loading activities with efficient traffic circulation on adjacent roadways.

Consistent. The proposed Project area would be
accessed by trucks from two driveways on Industrial
Parkway. The construction permitting process would
provide adequate and safe circulation to, from, and
through the Project area. Loading docks would be
located in the front and back of the building and
would not interfere with traffic along Industrial
Parkway.

6.9.1 Ensure that developments provide an
adequate supply of parking to meet its needs either
on-site or within close proximity.

Consistent. The Project would provide 73 parking
spaces, which would meet the requirement of 71
parking spaces.

7.1.5 Ensure that landscaping (i.e., trees and
shrubbery) around buildings does not obstruct views
required to provide security surveillance.

Consistent. Areas adjacent to the building would
be landscaped with trees and a variety of shrubs
and ground covers. Landscaping would be placed
so as not to interfere with security surveillance.

7.1.6 Require adequate lighting around residential,
commercial, and industrial buildings in order to
facilitate security surveillance.

Consistent. The Project would include security
lighting around the building. Lighting plans would
be reviewed by applicable City departments prior
to Project approval to ensure adequate light is
provided for security purposes.

7.1.7 Require the provision of security measures
and devices that are designed to increase visibility
Consistent. Operation of the truck terminal may
generate a typical range of police service calls,
such as burglaries, thefts, and employee
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and security in the design of building siting, interior and exterior design, and hardware.
disturbances. The Project would include security
lighting and other security measures, such as security
gates, and appropriate landscaping setback from
the building.

7.2.2 Assess the effects of increases in development
density and related traffic congestion on the
provision of adequate facilities and services
ensuring that new development will maintain fire
protection services of acceptable levels.

Consistent. The Project would be required to
comply with the provisions of Municipal Code
Section 3.27.040, which requires payment of the
Development Impact Fee to assist the City in
providing for fire protection services. Payment of
the Development Impact Fee would ensure that the
Project provides fair share funds for the provision
of additional public services, including fire
protection services, which may be applied to fire
facilities and/or equipment, to offset the
incremental increase in the demand for fire
protection services that would be created by the
Project.

7.2.3 Establish a program whereby new
development projects are assessed a pro rata fee
to pay for additional fire service protection to that
development.

Consistent. The Project would be required to
comply with the provisions of Municipal Code
Section 3.27.040, which requires payment of the
Development Impact Fee to assist the City in
providing for fire protection services.

7.2.6 Require that all buildings subject to City
jurisdiction adhere to fire safety codes.

Consistent. The Project would be required to
comply with the California Building Code, pursuant
to Section 15.04.020, Adoption of Codes, of the
City’s Municipal Code.

9.1.3 Require new development to connect to a
master planned sanitary sewer system in
accordance with the Department of Public Works'
"Sewer Policy and Procedures". Where construction
of master planned facilities is not feasible, the
Mayor and Common Council may permit the
construction of interim facilities sufficient to serve the present and short-term future needs.

Consistent. The Project applicant would utilize the
existing onsite water lines that connect to the
existing 12-inch diameter water line in Industrial
Parkway, and the existing onsite sewer system
would connect to the existing 8-inch diameter sewer
line in Industrial Parkway. The Project would not
require the construction of new facilities.

9.3.4 Monitor the demands on the water system
and, as necessary, manage development to
mitigate impacts and/or facilitate improvements.

Consistent. As discussed in Section 5.19, City of San
Bernardino Municipal Water Department has
sufficient capacity to serve the proposed Project.

9.3.5 Impose limits on new water hook-ups, if
necessary, to comply with available domestic water
supply.

The Project applicant would redevelop the Project
site, which is currently served by City of San
Bernardino Municipal Water Department’s water
infrastructure, and would install new water
infrastructure at the Project site that would connect
to existing water infrastructure within Industrial
Parkway.

9.4.4 Require that adequate storm drain and flood
control facilities be in place prior to the issuance of certificates of occupancy. Where construction of
master planned facilities is not feasible, the Mayor
and Common Council may permit the construction of
interim facilities sufficient to protect present and
short-term future needs.

Consistent. The Project would include
implementation of on-site storm drain facilities. As
discussed in Section 5.10, Hydrology and Water
Quality, on-site drainage would be conveyed via
surface sheet flow to inlets, and then via pipes to
the infiltration system BMP, with overflows draining
out via a pipe to the southerly proposed detention
basin, and out via a spillway to the existing
drainage course to the southwest of the property.

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The proposed onsite storm drain system would
convey runoff to a pre-treatment unit then to an
underground infiltration/detention system that
would capture, filter, and infiltrate runoff. A
spillway would direct flows out to the existing
drainage ditch located in the railroad right-of-way.

Proposed storm drain facilities would be able to
capture runoff and mitigate the 2-year 1-hour
storm event to pre- Project conditions. Runoff would
not exceed existing conditions.

9.4.8 Minimize the amount of impervious surfaces in
conjunction with new development.

Consistent. The Project would be required to
incorporate a WQMP with post-construction (or
permanent) LID site design, source control, and
treatment control BMPs. The LID site design would
minimize impervious surfaces and provide
infiltration of runoff into landscaped areas.

9.4.10 Ensure compliance with the Federal Clean
Water Act requirements for National Pollutant
Discharge Elimination System (NPDES) permits,
including requiring the development of Water
Quality Management Plans, Erosion and Sediment
Control Plans, and Storm Water Pollution
Prevention Plans for all qualifying public and
private development and significant
redevelopment in the City.

Consistent. As discussed in Section 5.10, Hydrology
and Water Quality, the Project would comply with
applicable NPDES permit requirements, including
compliance with conditions of the CGP and
development of a SWPPP. The Project would be
required to incorporate a WQMP with postconstruction (or permanent) LID site design, source control, and treatment control BMPs. The LID site
design would minimize impervious surfaces and
provide infiltration of runoff into landscaped areas.

9.4.11 Implement an urban runoff reduction
program consistent with regional and federal
requirements, which includes requiring and
encouraging the following examples of Best
Management Practices (BMPs) in all developments:
• Increase permeable areas, utilize pervious
materials, install filtration controls (including grass lined swales and gravel beds), and divert flow to
these permeable areas to allow more percolation
of runoff into the ground;
• Replanting and hydroseeding of native
vegetation to reduce slope erosion, filter runoff,
and provide habitat;
• Use of porous pavement systems with an
underlying stone reservoir in parking areas; • Use
natural drainage, detention ponds, or infiltration
pits to collect and filter runoff;
• Prevent rainfall from entering material and waste
storage areas and pollution-laden surfaces; and
• Require new development and significant
redevelopment to utilize site preparation, grading,
and other BMPs that provide erosion and sediment
control to prevent construction-related contaminants
from leaving the site and polluting waterways.

As discussed in Section 5.10, Hydrology and Water
Quality, the Project would comply with applicable
NPDES permit requirements, including compliance
with conditions of the CGP and development of a
SWPPP, to ensure Project construction would not
result in impacts related to stormwater runoff. The
Project would be required to incorporate a WQMP
with post-construction (or permanent) LID site
design, source control, and treatment control BMPs.

The LID site design would minimize impervious
surfaces and provide infiltration of runoff into
landscaped areas.

9.5.3 Continue to reduce the amount of solid waste
that must be disposed of in area landfills, to
conserve energy resources, and be consistent with
Consistent. The CalEEMod solid waste generation
rate for general light industrial land use is 1.24 tons per year per 1,000 square feet. Thus, the proposed
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the County Solid Waste Management Plan and
State law.
truck terminal would generate approximately 64.7
tons of solid waste per year. However, at least 75
percent of the solid waste is required by AB 341 to
be recycled, which would reduce the volume of
landfilled solid waste to approximately 16.17 tons
per year or 0.31 ton per week.

9.6.1 Require that approval of new development
be contingent upon the ability to be served with
adequate electrical facilities.

Consistent. The Project would connect to the
existing Southern California Edison electrical
distribution facilities that are adjacent to the Project site and would not require the construction of new
electrical facilities. Confirmation that Southern
California Edison would be able to serve the Project
would be obtained prior to Project construction.

9.6.2 Underground utilities, including on-site
electrical utilities and connections to distribution
facilities, unless such undergrounding is proven
infeasible
Consistent. The Project would include connection to
existing underground utilities. New above ground
utilities would not be constructed as part of the
Project.

9.6.4 Require improvements to the existing street
light system and/or new street light systems
necessitated by a new development proposal be
funded by that development.

Consistent. The Project would include security
lighting around the building. Lighting plans would
be reviewed by applicable City departments prior
to Project approval to ensure adequate light is
provided for operational and security purposes.

9.6.5 Encourage and promote the use of energyefficient (U.S. Department of Energy “Energy Star” or equivalent) lighting fixtures, light bulbs, and
compact fluorescent bulbs in residences,
commercial, and public buildings, as well as in
traffic signals and signs where feasible.

Consistent. As required by Municipal Code,
Chapter 15.04 Building Codes, prior to issuance of
a building permit, the Project Applicant shall submit
plans showing that the Project would be in
compliance with 2019 Title 24 requirements. The
Project would include energy efficient design and
fixtures where feasible.

9.7.2 Require that all new development served by
natural gas install on-site pipeline connections to
distribution facilities underground, unless such
undergrounding is infeasible due to significant
environmental or other constraints
Consistent. The Project would include connection to
existing underground utilities. New above ground
utilities would not be constructed as part of the
Project.

9.8.2 Require that all new developments
underground telecommunication facilities, unless
such undergrounding is infeasible due to significant
environmental or other constraints.

Consistent. The Project would include connection to
existing underground utilities. New above ground
utilities would not be constructed as part of the
Project.

9.10.1 Require that new development proposals
bear the cost to improve wastewater collection and
treatment facilities, water supply transmission,
distribution, storage, and treatment facilities, and
storm drain and flood control facilities as
necessitated by the proposed project. This shall be
accomplished either through the payment of fees,
or by the actual construction of the improvements.

Consistent. As discussed in Section 5.19, Utilities
and Service Systems, the Project would include
connection to existing facilities. The applicant would
pay all applicable development fees prior to
Project construction.

10.1.2 Ensure the protection of surface and
groundwater quality, land resources, air quality,
and environmentally sensitive areas through safe
transportation of waste through the City and
comprehensive planning of hazardous materials,
wastes, and sites.

Consistent. As discussed in Section 5.9, Hazards
and Hazardous Materials, mandatory compliance
with applicable laws and regulations related to the
routine transport, use, and disposal of hazardous
materials during construction and operational
activities at the Project site would limit potentially
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significant hazards to construction workers, the
public, and the environment.

10.2.1 Require the proper handling, treatment,
movement, and disposal of hazardous materials
and hazardous waste.

Consistent. As discussed in Section 5.9, Hazards
and Hazardous Materials, mandatory compliance
with applicable laws and regulations related to the
routine transport, use, and disposal of hazardous
materials during construction and operational
activities at the Project site would limit potentially
significant hazards to construction workers, the
public, and the environment.

10.2.2 Encourage businesses to utilize practices and
technologies that will reduce the generation of
hazardous wastes at the source.

Consistent. The Project would include development
of a truck terminal facility, which would not include
generation of hazardous materials.

10.2.3 Implement federal, state, and local
regulations for the disposal, handling, and storage
of hazardous materials.

Consistent. As discussed in Section 5.9, Hazards
and Hazardous Materials, mandatory compliance
with applicable laws and regulations related to the
routine transport, use, and disposal of hazardous
materials during construction and operational
activities at the Project site would limit potentially
significant hazards to construction workers, the
public, and the environment.

10.4.2 Protect surface water and groundwater
from contamination.

Consistent. As discussed in Section 5.9, Hazards
and Hazardous Materials, the Newmark
Groundwater Contamination Superfund Site
encompasses 23 square miles and is located within
the Bunker Hill Groundwater Basin. The
groundwater plume extends beneath the Project
site. With implementation of the operational source
and treatment control BMPs that are outlined in the
preliminary WQMP (Appendix H) that would be
reviewed and approved by the City during the
permitting and approval process, potential
pollutants would be reduced to the maximum extent
feasible, and implementation of the proposed
Project would not substantially degrade water
quality.