ORDINANCE 1609
AN ORDINANCE OF THE CITY OF BANNING, CALIFORNIA, APPROVING A
DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF BANNING
AND JDNJ ENTERPRISES, LLC, A MISSOURI LIMITED LIABILITY
CORPORATION
WHEREAS, the City of Banning, California, (“City”) is a general law city and a municipal corporation of the State of California; and
WHEREAS, Article 2.5 of Chapter 4 of Division 1 of Title 7 of the California Government Code (“Development Agreement Statute”) and Chapter 17.60 of the Banning Municipal Code authorize City to enter into binding development agreements with persons having legal or equitable interests in real property for the development of such property; and WHEREAS, JDNJ Enterprises, LLC, a Missouri Limited Liability Corporation (“Owner”) is proposing to develop an approximately 1,320,284 square-foot tilt-up industrial building with onand off-sit related improvements on approximately 131.28-acres of real property located entirely within the City of Banning, comprised of three parcels having seven Assessor’s Parcel Number (Assessor’s Parcel Numbers (APNs): 532-030-008, 532-030-009, 532-080-008, 532-080-010, 532-090-026, 532-090-028, 532-090-030, 532-110-015.), and more specifically depicted and described in Exhibit A (hereinafter the “Property”); and WHEREAS, the Subject Property is, or will be made, subject to the following entitlements:
Resolution No. 2025-59 approving Tentative Parcel Map No. 38756 to reconsolidate all existing parcels on the Site into two (3) parcels and Design Review No. 21-7017 for construction of one concrete tilt-up industrial building; and Resolution No. 2025-60 certifying an Environmental Impact Report (EIR), SCH Number 2022090102, Adopting Findings and a Statement of Overriding Considerations, and Adopting a Mitigation Monitoring and Reporting Program (collectively the "Entitlements"); and
WHEREAS, the Project will provide jobs and industry in the City; and WHEREAS, the Project will provide a community benefit to the residents of the City; and WHEREAS, the Developer is not requesting from the City, nor is the City providing, any form of financial assistance to locate, develop, construct and/or operate the Project in the City of Banning, and Developer agrees to comply with all conditions of approval; and WHEREAS, to strengthen the public planning process, encourage private participation in comprehensive planning and reduce the economic risk of development, the Legislature of the State of California adopted Sections 65864 et seq. of the California Government Code, (the "Development Agreement Statute") which authorizes cities to enter into property development agreements with any person(s) or entity(ies) having a legal or equitable interest in real property for the development of such real property in order to establish certain development rights in the real property; and
WHEREAS, the Development Agreement is intended to provide assurances to Developer that an approved Project may proceed subject to the specified policies, rules, regulations, and 377
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conditions of approval applicable to the Project at the time of approval, regardless of any changes to City policies, rules, and regulations after project approval; and WHEREAS, this Agreement will eliminate uncertainty in planning for and securing orderly development and occupancy of the Property, assure installation of necessary improvements, and ensure attainment of the maximum effective utilization of resources within the City at the least economic cost to its citizens; and
WHEREAS, the City Planning Commission held a public hearing on the Project on March 5, 2025 and passed a resolution recommending approval subject to certain specific recommendations; and
WHEREAS, the City prepared the Final Revised EIR (the "FEIR") and, pursuant to Public Resources Code section 21092.5, the City provided copies of the FEIR to all commenting agencies and persons requesting copies of the responses; and WHEREAS, the City Council of the City of Banning (the "City Council"), at its regularly scheduled public meeting on May 13, 2025, held a public hearing on the Project; and WHEREAS, based on the foregoing recitals, City has determined that this Agreement is appropriate under the Development Agreement Statute and Chapter 17.60 of the Banning Municipal Code and consistent with the policies and programs of the City of Banning General Plan, any applicable specific plan and the zoning ordinances; and WHEREAS, this Agreement is voluntarily entered into in consideration of the benefits to and the rights created in favor of each of the parties hereto and in reliance upon the various representations and warranties contained herein; and
WHEREAS, City, as "Lead Agency" under the California Environmental Quality Act ("CEQA") and the CEQA Guidelines, has determined that the "Project," as more fully described in this Agreement, has been fully analyzed per CEQA under the FEIR for the Project dated October 2024 and all other legal prerequisites to the adoption of this Ordinance have occurred.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF BANNING DOES ORDAIN AS FOLLOWS:
SECTION 1. RECITALS
That the above Recitals are true and correct and are incorporated as though fully set forth herein.
SECTION 2. APPROVAL OF DEVELOPMENT AGREEMENT
That the City Council hereby approves the Development Agreement by and between the City of Banning and JDNJ ENTERPRISES, LLC, A MISSOURI LIMITED LIABILITY CORPORATION ("Development Agreement"), a copy of which is attached hereto as Exhibit "B" and incorporated herein by this reference, subject to the terms and conditions stated therein.
SECTION 3. SEVERABILITY
The City Council declares that, should any provision, section, paragraph, sentence or word of this Ordinance be rendered or declared invalid by any final action in a court of competent jurisdiction 378
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or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences or words of this Ordinance as hereby adopted shall remain in full force and effect.
SECTION 4. EFFECTIVE DATE OF ORDINANCE
That this Ordinance shall take effect thirty (30) days after its second reading by the City Council.
SECTION 5. EFFECTIVE DATE OF DEVELOPMENT AGREEMENT
The Development Agreement shall not be executed by the City until on or after the effective date of the Ordinance.
SECTION 6. RECORDATION OF DEVELOPMENT AGREEMENT
The City Clerk is hereby directed to record the fully executed Development Agreement with the Riverside County Recorder no later than ten (10) days after its execution.
SECTION 7. CERTIFICATION
The City Clerk is directed to certify the passage and adoption of this Ordinance; cause it to be entered into the City of Banning’s book of original ordinances; make a note of the passage and adoption in the records of this meeting; and, within fifteen (15) days after the passage and adoption of this Ordinance, cause it to be published or posted in accordance with California law.
PASSED, APPROVED AND ADOPTED this 27th day of May, 2025.
Sheri Flynn, Mayor
City of Banning
ATTEST:
Caroline Patton, Administrative City Clerk
City of Banning
APPROVED AS TO FORM:
John Pinkney, Interim City Attorney
Slovak, Baron, Empey, Murphy & Pinkney,
LLP
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CERTIFICATION:
I, Caroline Patton, Administrative City Clerk of the City of Banning, California, do hereby certify that Ordinance 1609 was duly introduced at a regular meeting of the City Council of the City of Banning, held on the 13th day of May, 2025, and was duly adopted at a regular meeting of said City Council on the 27th day of May, 2025, by the following vote, to wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
Caroline Patton, Administrative City Clerk
City of Banning, California
380
Ordinance 1609
EXHIBIT A
Legal Description
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Ordinance 1609
EXHIBIT B
Development Agreement
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RECORDING REQUESTED BY,
AND WHEN RECORDED MAIL TO:
CITY OF BANNING
99 E. RAMSEY STREET
BANNING, CA 92220
BANNING, CALIFORNIA
ATTN: CITY CLERK
SPACE ABOVE THIS LINE FOR RECORDER’S USE
EXEMPT FROM RECORDING FEE PER GOVERNMENT CODE SECTION 6103
DEVELOPMENT AGREEMENT
BETWEEN
THE CITY OF BANNING
AND
JDNJ ENTERPRISES, LLC
CONCERNING
BANNING COMMERCE CENTER
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THIS DEVELOPMENT AGREEMENT (the “Development Agreement”) is made and entered into this {DATE OF AGREEMENT}, by and between the City of Banning, a California municipal corporation (the “City”), and JDNJ Enterprises, LLC, a Missouri limited liability corporation qualified to do business in the state of California (“Developer”).
City and Developer may be referred to in this Development Agreement collectively as the “Parties” or each individually as a “Party.”
RECITALS
1. Article 2.5 of Chapter 4 of Division 1 of Title 7 of the California Government Code (“Development Agreement Statute”) and Chapter 17.60 of the Banning Municipal Code authorizes City to enter into binding development agreements with persons having legal or equitable interests in real property for the development of such property.
2. Developer is proposing to develop an approximately 1,320,000 square-foot tilt-up industrial building consisting of 39,600 square feet of office space and 1,280,400 square feet of warehousing, and trailer parking on approximately 131.33 acres of real property located entirely within the City of Banning, comprised of three parcels having seven Assessor’s Parcel Number (Assessor’s Parcel Numbers (APNs):
532-030-008, 532-030-009, 532-080-008, 532-080-010, 532-090-026, 532-090- 028, 532-090-030, 532-110-015.), and more specifically depicted and described in Exhibit A (hereinafter the “Site”).
3. City and Developer mutually desire to enter into this Development Agreement pursuant to the Development Agreement Statute in order to implement the Project.
4. On ______, 2025, the City Council adopted Resolution No. ______ approving Tentative Parcel Map No. 38576 to reconsolidate all existing parcels on the Site into two (2) parcels; and Design Review No. 21-7017 for construction of one concrete tilt-up industrial building as described in the preceding recitals.
Resolution No. ______ and any attachments and exhibits thereto is hereby incorporated by this reference.
5. For purposes of this Development Agreement, the approvals granted by Resolution No. ______ are referred to herein as the “Project Approvals.”
6. On ______, 2025, the City Council adopted Ordinance No. ______ approving this Development Agreement between the City and Developer and finding this Development Agreement to be consistent with the City’s General Plan and Zoning Code.
7. The terms and conditions of this Development Agreement have undergone extensive review by City staff and the City Council and have been found to be fair, just and reasonable. By electing to enter into this Development Agreement, the City agrees to bind future City Councils by the obligations specified herein and limit the future exercise of certain governmental and proprietary powers of the City; and 385
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further finds that the best interests of the citizens of the City and the public health, safety and welfare will be served by entering into this Development Agreement.
8. As set forth in the Project Approvals and this Development Agreement, development of the Site in accordance with this Development Agreement will further important policies and goals of the City, eliminate uncertainty in planning, provide for the orderly development of the Site, ensure progressive installation of necessary improvements, provide for public services appropriate to the development of the Project, and provide substantial community benefits.
9. Developer has incurred and will in the future incur substantial costs in order to assure development of the Site in accordance with this Development Agreement, and has incurred and will in the future incur substantial costs in excess of the generally applicable requirements in order to assure vesting of legal rights to develop the Site in accordance with this Development Agreement.
NOW, THEREFORE, in consideration of the mutual covenants and agreements contained herein, and other good and valuable consideration, the adequacy and receipt of which is hereby acknowledged, the Parties do hereby agree as follows:
AGREEMENT
SECTION 1. RECITALS
The Recitals are part of this Development Agreement and shall be enforceable as any other provision.
SECTION 2. DEFINITIONS
The following defined terms shall have the meanings set forth in this Section 2 unless a different meaning is clearly intended by the context in they are used.
A. “Development Agreement” means this Development Agreement.
B. “City” means the City of Banning.
C. “City Council” means the City Council of the City of Banning.
D. “City Manager” means the City Manager of the City of Banning.
E. “Developer” means JDN Enterprises, LLC, a Missouri limited liability corporation.
F. “Development Impact Fee Program” or “DIF Program” means City’s program of collection and use of development impact fees, including fees for Police Facilities, Fire Facilities, Parkland and Park Facilities, General City Facilities, Transportation Facilities, Wastewater Facilities, and Water Facilities (collectively “DIF”) as set forth in Banning City Council Resolutions 2019-112, as it may be amended or superseded, City’s Update of Traffic Fee Component of the Development Fee 386
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Program dated May 2019 and Development Impact Fee Update Study, dated August 7, 2019.
G. “Effective Date” shall mean the date that Ordinance No. ______ approving this Development Agreement becomes effective.
H. “Existing Development Regulations,” subject to the exclusions and reservations set forth in Section 7, means all ordinances, resolutions, codes, rules, regulations and official policies of the City in force as of the Effective Date and governing the development of the Project and use of the Site; including, without limitation, the permitted use of land, the density or intensity of use, subdivision requirements, timing and phasing of development, the maximum height and size of buildings, the provisions for reservation or dedication of land for public purposes, and the design, improvement and construction standards and specifications.
I. “Municipal Code” means the Banning Municipal Code, as amended from time to time.
J. “Project” means the proposed development of the Site with 1,320,284 square-foot tilt-up industrial building consisting of 39,600 square feet of office space and 1,312,284 square feet of warehousing and trailer parking in a manner consistent with the Project Approvals and the terms and conditions of this Development Agreement.
K. “Project Approvals” means EIR (XXXX), SCH Number XXXX, Tentative Parcel Map No. 38576 and Design Review No. 21-7017.
L. “Second Transportation Payment” shall have the meaning ascribed to it in Section 9(B) below.
M. “Site” means the real property that is the subject of the Project Approvals and as legally described in Exhibit A to this Development Agreement.
N. “Term” shall have the meaning ascribed to it in Section 6 below.
O. “Transfer” means any sale, lease, encumbrance, or other transfer of all or any portion of the Project or any interest therein.
P. “Transferee” means any person, partnership, limited liability company, joint venture, firm, or corporation who acquires an interest in the Site pursuant to a Transfer and assumes, or is deemed to assume, Developer’s obligations hereunder with respect to such interest.
Q. “Transportation Public Benefit Fee” shall have the meaning ascribed to it in Section 9(B) below.
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SECTION 3. DEVELOPER’S REAL PROPERTY INTEREST
Developer warrants and represents that, as of the Effective Date, it has or will have legal title to or an equitable interest in the Site; that it has full legal right to enter into this Development Agreement; and that the persons executing this Development Agreement on behalf of each Developer have been duly authorized to do so.
SECTION 4. RELATIONSHIP OF THE PARTIES
It is hereby specifically understood and acknowledged that the Project is a private development and that neither the City nor Developer will be deemed to be the agent of the other for any purposes whatsoever.
SECTION 5. BINDING EFFECT OF DEVELOPMENT AGREEMENT
A. Covenants, Reservations, and Restrictions. Developer hereby subjects the Project and the Property to the covenants, reservations, and restrictions as set forth in this Development Agreement. The City and Developer hereby declare their specific intent that the covenants, reservations and restrictions as set forth herein shall be deemed covenants running with the land and shall pass to and be binding upon each of Developer’s successors and assigns in title or interest to the Site.
The Parties hereby further declare their understanding and intent that the benefit of such covenants, reservations, and restrictions touch and concern the land by enhancing and increasing the enjoyment and use of the Site by Developer and the future occupants of the Site, the intended beneficiaries of such covenants, reservations, and restrictions, and by furthering the public purposes for which this Development Agreement is adopted. Each and every contract, deed, or other instrument hereinafter executed, covering, or conveying the Site or any portion thereof shall conclusively be held to have been executed, delivered, and accepted subject to the covenants, reservations, and restrictions expressed in this Development Agreement, regardless of whether such covenants, reservations, and restrictions are set forth in such contract, deed, or other instrument.
B. Recordation. The City Clerk shall record this Development Agreement in the Official Records of the County Recorder of the County of Riverside within ten (10) days following the Effective Date. Upon the expiration or termination of this Development Agreement and the request of Developer, the City will execute and deliver, in recordable form, an instrument confirming that this Development Agreement is of no further force or effect.
SECTION 6. TERM
The Term of this Development Agreement shall commence on the Effective Date and shall expire fifteen (15) years thereafter (the “Initial Term”) unless terminated sooner as provided in this Development Agreement. Unless Developer is in default under this Agreement, the Term shall automatically be extended for an additional five (5) years if prior to the expiration of the Initial Term, the Developer has provided City with the initial Transportation Public Benefit Fee in the amount of Two Million Five Hundred Thousand Dollars ($2,500,000) as specified in Section 9.B. Unless otherwise specified in this 388
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Development Agreement, the respective rights and obligations of the Parties hereto shall remain in full force and effect throughout the Term. Notwithstanding any provision to the contrary herein, in the event that, for any reason whatsoever, Developer fails to acquire fee simple title to the Property ("Fee Title") within 180 days following the Effective Date ("Fee Title Deadline"), Developer may elect, in its sole and absolute discretion, with the written approval of the fee title owner, and upon written notice to the City within sixty (60) days following the Fee Title Deadline, to terminate this Agreement and the Project Approvals. Effective upon such termination by Developer and fee title owner, this Agreement and the Project Approvals shall be of no further force or effect. After the Fee Title Deadline, if Developer has failed to acquire Fee Title and the fee title owner does not issue written approval of termination of this Agreement within five (5) days after the Fee Title Deadline, Developer shall no longer be subject to any of the obligations created in this Agreement or in the Project Approvals.
SECTION 7. VESTING OF DEVELOPMENT RIGHTS
A. General Statement. As a material inducement to Developer and its lenders to continue with diligent efforts to promote the development of the Property, Developer shall have the vested right to develop the Project on the Site in accordance with the terms and conditions of the Project Approvals, this Development Agreement, and the Existing Development Regulations, and City shall have the right to control development of the Site in accordance with the provisions of the Project Approvals, this Development Agreement, and the Existing Development Regulations.
B. Existing Development Regulations. In accordance with the terms of Gov. Code, § 65866, City and Developer agree the development of the Project on the Site shall be subject to all ordinances, resolutions, codes, rules, regulations and official policies of the City in force as of the Effective Date and governing the development and of the Site, including, without limitation, the permitted use of land, the density or intensity of use, subdivision requirements, timing and phasing of development, the maximum height and size of buildings, the provisions for reservation or dedication of land for public purposes, and the design, improvement and construction standards and specifications applicable to the development of the Site (collectively “Existing Development Regulations”) except as otherwise provided in this Development Agreement.
C. Exclusions and Reservations.
1. “Existing Development Regulations” excludes, and nothing in this Development Agreement shall preclude the application of, any municipal ordinance, resolution, code, rule, regulation or official policy, laws, and regulations that do not conflict with Developer’s vested rights to develop and use the Property in accordance with this Development Agreement.
Developer shall comply with such nonconflicting laws and regulations as may from time to time be enacted or amended hereafter.
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2. Without limitation to the foregoing exclusions or any nonconflicting law, City hereby expressly reserves its right with regarding to the Project and the Site to apply and enforce any municipal ordinance, resolution, code, rule, regulation or official policy, laws, or regulations regarding: (i) the conduct of businesses, professions, and occupations; (ii) taxes, fees, charges, and assessments; (iii) the control and abatement of nuisances; (iv) the granting of encroachment permits and the conveyance of similar rights and interests that provide for the use of or the entry upon public property; (v) the exercise of the power of eminent domain; (vi) any and all new health and safety regulations (e.g., fire, building, and seismic, plumbing, and electric codes) made applicable in the City, inclusive of any similar such codes based upon uniform codes and incorporated by reference into the Banning Municipal Code; and (vii) procedural rules of general city-wide application, provided that City agrees to nevertheless process any Minor Modifications to Tentative Parcel Map No. 38576 or Design Review No. 21-7017 pursuant to the Chapter 17.84 of the Banning Municipal Code as that Chapter reads as of the Effective Date regardless of any later Municipal Code amendment.
Such Minor Modifications may include modifications which do not: (a) alter the permitted uses of the Site; (b) increase the maximum height and size of permitted buildings or structures in excess of the originally approved Project; or constitute a project requiring a subsequent or supplemental environmental impact report pursuant to Public Resources Code § 21166.
D. Superior Law. Nothing in this Development Agreement shall preclude the application to the Project and the Site of those changes in City ordinances, regulations, plans, or specifications that are: (i) specifically mandated and required by changes in state or federal laws or regulations as provided in Government Code § 65869.5 or any successor provision or provisions; (ii) required to ensure public safety and are made applicable throughout the City; or (iii) required to ensure access under the Americans with Disabilities Act. In the event such changes prevent or preclude compliance with one or more of the provisions of this Development Agreement, such provisions of this Development Agreement shall be modified or suspended or performance thereof delayed, to the extent necessary to comply with such changes in the law.
SECTION 8. DEVELOPMENT TIMING; PERMIT PROCESSING
A. Developer’s Discretion. Because the California Supreme Court held in Pardee Construction Co. v. City of Camarillo, 37 Cal.3d 465 (1984), that failure to provide for the timing of development resulted in a later adopted initiative restricting the timing of development, it is the Parties’ intent to avoid that deficiency by acknowledging and providing that Developer shall have the right (without obligation), subject to the provisions of this Development Agreement, to complete the Project in such order and at such rate and at such times as Developer deems appropriate within the exercise of its subjective business judgment. 390
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B. Permit Processing. The City and its officers, agencies and departments shall not unreasonably delay the processing of any application for any permit or approval necessary to commence or complete the Project.
C. Provision of Real Property Interests by City. In any instance where Developer is required to construct any public improvement on land not owned by Developer, Developer shall at its sole cost and expense provide or cause to be provided, the real property interests necessary for the construction of such public improvements.
In the event Developer is unable, after exercising reasonable efforts over a period of at least 180 days to acquire the real property interests necessary for the construction of such public improvements (“Offsite Interests”), and if so requested by Developer and upon Developer’s provision of adequate security for costs City may reasonably incur as determined by City in its discretion, City may negotiate to attempt to purchase the Offsite Interests in order to allow Developer to construct the public improvements as required by the Project Approvals or this Development Agreement. If City is unable to acquire the Offsite Interests through a voluntary transaction, City shall consider acquiring the Offsite Interests through using its power of eminent domain to acquire such required real property interests. If City does elect in its discretion to exercise its power of Eminent domain, Developer shall pay all reasonable costs associated with such acquisition or condemnation proceedings as determined by City in its discretion and shall enter into a land acquisition agreement (“LAA”) with City in a form approved by the City Attorney.
The LAA shall provide among other things, that the Developer shall provide a deposit in an amount determined by the City to cover the City’s staff, legal and other expenses associated with the condemnation proceedings. This Section is not intended by the Parties to impose upon the Developer an enforceable duty to acquire land or construct any public improvements on land not owned by Developer, except to the extent that the Developer elects to proceed with the development of the Project, and then only in accordance with valid conditions imposed by City upon the development of the Project under the Subdivision Map Act or other legal authority. If after using good faith efforts to acquire the Offsite Interests, Developer is unable to acquire the Offsite Interests, and City, in its reasonable discretion, refuses to use its power of eminent domain to acquire the Offsite Interests, City shall waive the requirement for Developer to acquire the Offsite Interests, or if development of the Project cannot proceed without acquisition of the Offsite Interests, the Parties shall meet and confer in good faith to attempt to devise alternatives to allow the Project to proceed without acquisition of the Offsite Interests.
D. Subdivision Map Extension and Other Development Approvals. As permitted by Government Code § 66452.6, each subdivision or parcel map, heretofore or hereafter approved in connection with development of the Site or the Project shall be extended and shall remain in effect for the term provided by this Agreement. If Developer, in its sole and absolute discretion, chooses to process vesting tentative maps, City shall process such vesting maps subject to and in accordance with the Existing Land Use Regulations, the Subdivision Map Act. Subject to and in accordance with the Existing Land Use Regulations, and the Subdivision Map Act any tentative map, either vesting or non-vesting, may be processed in phases. In 391
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addition, Design Review No. 21-7017 and all subsequently adopted discretionary project approvals shall remain in effect for the term provided by this Development Agreement.
E. Development Impact Fees. Development Impact Fees (“DIF”) currently imposed are identified in Ordinance No. ___ adopted by the City Council on _____, 20 __.
A schedule showing the DIF in place as of the Effective Date is attached as Exhibit “B”. DIF and sewer and water connection and capacity fees shall be those in effect at the time of the issuance of a building permit and due and payable by Developer prior to the issuance of the building permit for the building in question. For the sake of clarity, as a condition to building permit issuance for each building, Developer shall pay the development impact fees listed on Exhibit “B” for such building in the amount in effect at the time the building permit for such building is issued, as well as any new or increased DIF authorized by this Agreement. The City may apply subsequently adopted new categories of DIF to the Project if the same are applied uniformly to development either throughout the City or with a defined area of benefit that includes the Property if the subsequently adopted DIF is not applied on an ad hoc basis solely to the Project and the subsequently adopted fee does not physically prevent development of the Property for the uses and to the density and intensity of development set forth in this Agreement. Notwithstanding the foregoing, if Developer is not in default under this Agreement and has made the initial Transportation Public Benefit Fee of Two Million Five Hundred Thousand Dollars ($2,500,000) as specified below, prior to first anniversary of the Effective Date, the City agrees not impose any new category of DIF on the Project for a period of Five Years after the Effective Date.
SECTION 9. PUBLIC BENEFITS
A. Intent. This Section sets forth the terms and conditions under which Developer agrees to provide public benefits in consideration of the of the benefits conferred on Developer and the Site by this Development Agreement.
B. Transportation Public Benefit Fee. Developer shall pay City a Transportation Public Benefit Fee in the amount of Nine Million Dollars ($9,000,000) (“Transportation Public Benefit Fee”).Two Million Five Hundred Thousand Dollars ($2,500,000) of the Transportation Public Benefit Fee will be paid no later than one (1) year from the Effective Date and the remaining amount of Six Million Five Hundred Thousand Dollars ($6,500,000) (“Second Transportation Payment”) prior to the issuance of the Project’s first building permit. If the Second Transportation Payment is not paid prior to the second anniversary of the Effective Date, the amount of the Second Transportation Payment will increase annually equal to the annual percentage change in the Consumer Price Index published by the U.S.
Bureau of Labor Statistics for “All Urban Consumers” in the Riverside-San Bernardino-Ontario Area, measured as of the month of April in the previous Fiscal Year, but not less than one percent (1%) and not greater than five percent (5%) .
The City shall solely use the Ramsey Interchange Fee for the design and construction of the Ramsey-Interstate 10 interchange and or the Hargrave Street interchange. The City acknowledges and agrees that the City shall not impose 392
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any other fee or exaction upon Developer for the Ramsey-Interstate 10 interchange.
C. Electrical Facilities Fee. Developer shall pay City an Electrical Facilities Fee equal to Three Hundred and Fifty-Seven Thousand Dollars ($357,000) per megavoltamperes (MVA) of requested electrical load due and payable pro rata prior to issuance of any building permit (“Electric Facilities Fee”). City shall use the proceeds of the Electrical Facilities Fee solely for the design or construction of new or expanded electrical facilities, which can include reimbursement to the City for part of the cost of an existing electrical facility substation which the City has funded.
D. Electrical Substation Land Dedication. Developer shall reserve and offer to dedicate to City lettered-lot “C” on the proposed Tentative Parcel Map No. 38576 for the Banning Electrical Utility to have the option to construct a new electrical substation (“Substation Property”). Such offer of dedication shall occur at the time final Parcel Map No. 38576 is recorded. If the City accepts the offer of dedication and undertakes construction of the electrical substation on the Substation Property, construction of the electrical substation shall be undertaken by the City at no cost to Developer. If the City accepts the offer of dedication for the Substation Property, City or its successors shall not use the Substation Property for any purpose other than a substation and related uses. If the City accepts the offer of dedication for the Substation Property, within thirty (30) days of City’s acceptance of the dedication, City shall pay the amount of the fair market value (“FMV”) of the Substation Property to the Developer, with the amount of the payment capped at the amount of the Electric Facilities Fee Acquisition of the Substation Property shall be at the sole discretion of the City and the City may in its sole discretion elect not to acquire the Substation Property.
E. Prior to the issuance of the first certificate of occupancy within the Project, the Developer shall be required to take all actions required to improve Hathaway Street, as depicted in Exhibit “C”.
F. The Developer shall use reasonable efforts to hire residents of the City of Banning.
Developer will hold at least one local job fair with the City for the purpose of recruiting workers from the City.
G. Sanitary Lift Station Land Construction and Dedication. Developer shall construct a sanitary lift station (“Lift Station”) on lettered lot “D” on the proposed Tentative Parcel Map No. 38576 (“Lift Station Property”) subject to plans and specifications approved by the Public Works Director and as contemplated by the Sewer Master Plan dated ___-. City shall issue DIF credits against the wastewater DIF which includes the Lift Station and Lift Station Property in the amounts of (i) the cost of designing and constructing the Lift Station, and (ii) the FMV of the Lift Station Property (collectively, “Lift Station Costs”) in an amount not to exceed the Developer’s wastewater DIF obligation. Developer shall complete construction of the Lift Station prior to the issuance of the first certificate of occupancy for the Project. Developer is aware that the sewer force main near the Project running to Nicolet was installed by a previous developer on its property, and Developer must 393
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obtain the consent of the property owner to use this sewer force main for the Project and to undertake any additional improvements to the sewer force main at its sole cost and expense.
H. FMV Process. In order to determine the FMV of the Substation Property and the Lift Station Property, City shall commission an appraisal for each property, which shall be addressed to City and Developer, at Developer’s sole expense, prepared by a licensed appraiser holding a MAI designation from the Appraisal Institute (“Developer’s Appraiser”) with at least 15 years’ experience in appraising similar properties in the same geographical region. The FMV shall be based upon the the assumption the Property has in place all needed discretionary approvals to develop a project similar in nature to the Project. The appraiser shall use a date of valuation which is the current date of the appraisal. Developer’s Appraiser shall deliver a written report as to their opinion of FMV for each property within sixty (60) days after such appraiser has been retained by Developer. Upon receipt of Developer’s appraisal, the City shall have thirty (30) days to review the appraisal and agree or dispute the determination of FMV. In the event that the City disputes the FMV determined by Developer’s appraisal, the City shall be entitled to commission a second appraisal, at the City’s own expense, prepared by a licensed appraiser having the qualifications provided above (“City’s Appraiser”). The City’s Appraiser shall deliver a written report as to their opinion of FMV for the property within sixty (60) days after such appraiser has been retained by the City. If the higher appraisal is equal to or less than 120% of the lower appraisal, the two appraisals will be added together and their total divided by two; the resulting quotient will be the FMV of the property in question. If the higher appraisal is greater than 120% of the lower appraisal, the Parties shall have sixty (60) days after Developer’s receipt of the City’s appraisal to reach a negotiated resolution. If the Parties are unable to reach a negotiation resolution, the Parties shall reasonably cooperate to select a third licensed appraiser having the qualifications provided above(“Review Appraiser”) to make a final determination of FMV. If the Parties are unable to agree on the selection of the Review Appraiser, the Parties shall jointly petition the Riverside County Superior Court to select a Review Appraiser. The Parties will equally share the fees and expenses associated with the Review Appraiser, including but not limited to, the Parties’ joint petition to select a Review Appraiser and the Review Appraiser’s fees. The Review Appraiser shall review the two appraisals and then make a determination of FMV, which shall be no less than the value of the lower appraisal and no greater than the value of the higher appraisal. The Review Appraiser’s determination of FMV shall be binding on all Parties.
I. Community Facilities Districts.
1. Service CFD. Developer agrees, pursuant to the Mello Roos Act, to petition the City or, alternatively, California Statewide Communities Development Authority (“CSCDA”) to form a community facilities district, the boundaries of which shall be coextensive with those of the Site (the “Service CFD”) for the purpose of financing City services and ongoing maintenance of public improvements provided by the City to the parcels within the boundaries of 394
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the Service CFD the cost of which shall be solely borne by the Developer, provided such services qualify as authorized services under the Mello Roos Act (collectively, “Authorized Services”). The Service CFD shall be a condition to the City’s issuance of the first certificate of occupancy for the Project.
2. If City sponsors the formation of the Service CFD, City shall initiate the process promptly following submission of Developer’s petition and compliance with Section 53318(d) of the Mello-Roos Act and shall use good faith, diligent efforts to form the Service CFD, including the scheduling of necessary public hearings at the cost of Developer. If requested, Developer will execute a reimbursement agreement providing for the advance deposit of monies to reimburse City for the cost of its implementing the CFD.
Developer agrees to cooperate in the formation and agrees that it will not contest and will exercise all of its voting power in favor of the formation of the Service CFD. Should Developer request CSCDA to sponsor the formation of the Service CFD, City shall cooperate in process and agrees to use good faith efforts to take all necessary and appropriate actions to assist Developer and CSCDA in the formation of the Service CFD in accordance with Section 9.H.1, including the issuance of necessary consents in the formation process.
3. Developer and City shall reasonably cooperate in developing the rate and method of apportionment of special taxes for the Service CFD (“Service RMA”), which the Parties agree shall provide, in part: (a) the maximum Service Special Tax rate in the first year that there is a levy of the Service Special Tax shall be at a rate of $0.10 per building square foot, which amount shall be subject to an “Annual Escalation Factor” equal to the annual percentage change in the Consumer Price Index published by the U.S. Bureau of Labor Statistics for “All Urban Consumers” in the RiversideSan Bernardino-Ontario Area, measured as of the month of April in the previous Fiscal Year, but not less than three percent (3%) and not greater than five percent (5%); (b) the levying of the Service Special Tax shall commence in the first fiscal year following the issuance of a certificate of occupancy by May 1 of the preceding Fiscal Year, (c) the adoption of an annual budgeting process to establish the annual actual Service Special Tax rate, and (d) the Service Special Tax cannot be prepaid.
4. Facilities CFD At the discretion of the Developer, Developer may, pursuant to the Mello Roos Act, petition the City or, alternatively, pursue other financing alternatives, including requesting CSCDA to form a community facilities district, the boundaries of which shall be coextensive with those of the Site (“Facilities CFD,” collectively with Service CFD, the “CFDs”) for the purpose of financing (i) public infrastructure required under the Development Agreement, including without exception, public streets, highways, and bridges, and other related improvements such as grading, paving, curbs and gutters, sidewalks, street signalization and signage, street lights and parkway landscaping related thereto, water facilities, storm 395
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drain facilities, sewer facilities, public parks, landscaping, electrical facilities, (collectively, “Facilities”), and (ii) Development Impact Fees, including, without exception, the Public Benefit Fees described in Section B and C above (“Fees,” collectively with Facilities, “Authorized Facilities and Fees”).
If City agrees to sponsor the formation of the Facilities CFD, City shall initiate the process promptly following submission of Developer’s petition and compliance with Section 53318(d) of the Mello-Roos Act, and shall use good faith, diligent efforts to form the Facilities CFD and timely issue bonds (“CFD Bonds”), including the scheduling of necessary public hearings related to formation and issuance of CFD Bonds. Any costs incurrent in establishing the Facilities CFD and issuing the CFD Bonds shall be paid from the CFD Bond proceeds, or failing that by the Developer. Developer agrees to cooperate in the formation and agrees that it will not contest and will exercise all of its voting power in favor of the formation of the Facilities CFD and issuance of CFD Bonds. Should Developer request CSCDA to sponsor the formation of the Facilities CFD and be the issuer of the CFD Bonds, City shall cooperate in process and agrees to use good faith efforts to take cooperate with Developer and CSCDA in the formation of the Facilities CFD and the issuance of the CFD Bonds, including the issuance of necessary consents in the formation and bond issuance processes.
Developer and City shall reasonably cooperate in developing the rate and method of apportionment of special taxes for the Facilities CFD (“Facilities RMA”).
5. In the event Developer conveys or grants an easement to any portion of the Site to City or any other government agency and the property so conveyed is subject to payment of special taxes under the Facilities CFD formed pursuant to this Development Agreement and CFD Bonds have been issued and are outstanding, Developer shall prepay the special taxes pursuant to the terms of the Facilities RMA with respect to the portion of the Site subject to an easement or being conveyed prior to completion of any such conveyance or easement. Upon completion of the conveyance or grant of easement, Developer’s obligation to pay special taxes pursuant to the Facilities RMA and the Services RMA for the conveyed property shall terminate. Alternatively, the RMA may exclude the forgoing conveyance or grant of easement from the imposition of the special taxes to accomplish the goals of this paragraph.
6. Notwithstanding the foregoing, it is acknowledged and agreed by the Parties that nothing contained in this Development Agreement shall be construed as committing or requiring the City Council to authorize and approve the formation of the CFDs and/or the issuance of the CFD Bonds. Further, City and Developer agree that the practical ability to issue CFD bonds is subject to marketability and therefore, Developer and City will first consult with a mutually agreed upon public finance consultant, at Developer’s cost prior to forming a Facilities CFD.
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7. Except as expressly set forth or reserved in this Development Agreement, City shall not, without the prior written consent of Developer, initiate the formation of any new financing district or assessment district involving the levy of special taxes or assessments for facilities or services applicable to the Project or any portion thereof during the term of this Agreement or prior to the substantial completion of the Project.
SECTION 10. COMPLIANCE REVIEW
Within ten (10) days of each anniversary of the Effective Date, Developer shall file a report with City containing sufficient evidence to demonstrate Developer’s good faith compliance with this Development Agreement, and City will review Developer’s report in good faith.
Pursuant to Gov. Code § 65865.1, if City finds and determines, as a result of its review, that there is substantial evidence that Developer has not complied in good faith with terms or conditions of this Development Agreement, City may terminate or modify the agreement. City does not waive any claim of defect in performance by Developer if after any annual review, City does not enforce this Development Agreement.
SECTION 11. TRANSFERS AND ASSIGNMENTS
A. Transfers. Developer shall have the right to sell, transfer or assign the Site in whole or in part (provided that no such partial transfer shall violate the Subdivision Map Act, Government Code § 66410 et seq.) to any person, partnership, limited liability company, joint venture, firm or corporation at any time during the Term of this Development Agreement without the prior consent of City. City acknowledges and agrees it is likely in the future that Developer may transfer its interest in the Site to an affiliated entity. Developer and Transferee shall execute and record an Assignment and Assumption Agreement whereby the assignee agrees to perform all of the obligations of the Developer under this Development Agreement, a copy of which shall be delivered to the City contemporaneously upon the closing of such sale, transfer or assignment. Upon recordation of the Assignment and Assumption Agreement, Developer shall be released from its obligations with respect to such portion of, or interest in, the Project that was the subject of such Transfer.
B. Conditions Applicable to Transfers. Notwithstanding whether a Transferee has executed an Assignment and Assumption Agreement, a Transferee shall be deemed upon transfer or assignment to have assumed all Developer’s obligations and to have been assigned all of Developer’s rights under this Development Agreement, and will be deemed the Developer hereunder. This Development Agreement may only be transferred to a person or entity who acquires fee title to the Site or any portion of the Site. Notwithstanding anything herein to the contrary, in no event shall any Lender (as defined in Section 12 below) have any obligation under this Development Agreement unless and until such Lender purchases at a foreclosure sale, or accepts a deed in lieu of foreclosure, the portion of the Site that was subject to a mortgage.
C. Release of Transferring Developer. Notwithstanding any transfer, a transferring Developer shall continue to be obligated under this Development Agreement until 397
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the full satisfaction by such transferring Developer of the following conditions and upon such satisfaction shall be released from the obligations under this Development Agreement: (i) Developer no longer has a legal or equitable interest in all or any part of the Site; (ii) Developer is not then in default under this Development Agreement; and (iii) Developer has provided City with the notice and executed agreement required under Section 11(A) above. If requested by transferring Developer, the City shall promptly memorialize such release in writing upon satisfaction of the foregoing conditions. A default under this Development Agreement by Developer shall not be considered or acted upon by the City as a default by the transferee and shall not affect the transferee’s rights or obligations hereunder,. Likewise, a default by a transferee relating to the transferred portion(s) of the Site shall not be considered or acted upon by the City as a default by Developer and shall not affect Developer’s rights and obligations hereunder.
Notwithstanding the forgoing, if a default of this Development Agreement is of a continuing nature that affects continued development of the Project including, but not limited to a failure to complete public improvements in accordance with the Project Approvals as needed to provide service to the Project or the payment of any tax, fee or assessment such default shall be the continuing responsibility of the transferee, if the transferee has accepted the obligation to complete public improvements.
SECTION 12. LENDERS
A. Rights of Lender. Should Developer place or cause to be placed any encumbrance or lien on the Project, or any part thereof, the beneficiary (“Lender”) of such encumbrance or lien shall have the right at any time during the Term of this Development Agreement and the existence of such encumbrance or lien to: (i) do any act or thing required of Developer under this Development Agreement, or cure any default of Developer under this Development Agreement within the time limits set forth in this Development Agreement, and any such act or thing done or performed by Lender or cure shall be as effective as if done by Developer; (ii) realize on the security afforded by the encumbrance or lien by exercising foreclosure proceedings or power of sale or other remedy afforded in law or in equity or by the security document evidencing the encumbrance or lien (hereinafter referred to as “a trust deed”); (iii) transfer, convey or assign the title of Developer to the Site to any purchaser at any foreclosure sale, whether the foreclosure sale be conducted pursuant to court order or pursuant to a power of sale contained in a trust deed; and (iv) acquire and succeed to the interest of Developer by virtue of any foreclosure sale, whether the foreclosure sale is conducted pursuant to a court order or pursuant to a power of sale contained in a trust deed. Should any Lender request an amendment of this Development Agreement in respect of the rights and remedies granted to a Lender, the City shall consider such an amendment in good faith and in accordance with state and local law so long as the proposed amendment does not materially and adversely affect the rights, powers, and remedies of the City in respect of a default by Developer hereunder.
B. Notice to Lender. City shall give written notice of any default or breach under this Development Agreement by Developer to Lender (if known by the City) 398
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simultaneously with such notice of default the City gives to Developer and afford Lender the opportunity after receipt of service of the notice to: (i) cure the breach or default within thirty (30) days after service of such notice, where the default can be cured by the payment of money; (ii) cure the breach or default within thirty (30) days after service of such notice where the breach or default can be cured by something other than the payment of money and can be cured within that time; or (iii) cure the breach or default in such reasonable time as may be required where something other than payment of money is required to cure the breach or default and cannot be performed within thirty (30) days after such notice, provided that acts to cure the breach or default are commenced within a thirty (30) day period after service of such notice of default on Lender by the City and are thereafter diligently completed by Lender.
C. Action by Lender. Notwithstanding any other provision of this Development Agreement, a Lender may forestall any action by the City for a breach or default under the terms of this Development Agreement by Developer by commencing proceedings to foreclose its encumbrance or lien on the Site. The proceedings so commenced may be for foreclosure of the encumbrance by order of court or for foreclosure of the encumbrance under a power of sale contained in the instrument creating the encumbrance or lien. The proceedings shall not, however, forestall any such action by the City for the default or breach by Developer unless: (i) they are commenced within thirty (30) days after service on Developer (and on Lender if Lender’s address is provided by notice to the City pursuant this Development Agreement) of the notice described hereinabove; (ii) they are, after having been commenced, diligently pursued in the manner required by law to completion within one year; and (iii) lender keeps and performs all of the terms, covenants, and conditions of this Development Agreement requiring the payment or expenditure of money by Developer until the foreclosure proceedings are complete or are discharged by redemption, satisfaction, or payment.
SECTION 13. NOTICES
Any notice or instrument permitted or required under this Development Agreement shall be deemed made when personally delivered or when mailed 72 hours after deposit in the United States Mail, certified mail postage prepaid and addressed to the party at the following addresses:
If to City: City of Banning
99 E. Ramsey Street
Banning, CA 92220
Attn: City Manager
If to Developer JDNJ ENTERPRISES, LLC
120 South Central Avenue, Suite 500
St. Louis. MO 63105
Attn: John C. Condas
Allen Matkins Leck Gamble Mallory & Natsis LLP
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2010 Main Street, Suite 800
Irvine, CA 92614
Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.
SECTION 14. EVENT OF DEFAULT
Developer is in default under this Development Agreement upon the occurrence of one or more of the following events or conditions:
A. A material warranty, representation, or statement made or furnished by Developer to City set forth herein or in any document incorporated by reference herein is false or proved to have been false in any material respect when it was made.
B. City finds and determines upon the basis of substantial evidence following an annual review pursuant to this Development Agreement, that Developer has not complied in good faith with any material term and/or condition of this Development Agreement, subject to notice and opportunity to cure as provided by this Development Agreement.
C. Developer breaches any of the terms or conditions of this Development Agreement, after notice and opportunity to cure as provided in this Development Agreement.
SECTION 15. ENFORCEMENT
A. Notice; Cure. In the event of a default under the provisions of this Development Agreement by Developer or City, the non-breaching party shall give written notice to the defaulting party (or its successor) by registered or certified mail addressed at the address stated in this Development Agreement, and if such violation is not corrected to the reasonable satisfaction of the non-breaching party within thirty (30) days after such notice is served on the defaulting party, or if such breach or default cannot be cured within such thirty (30) days (excluding monetary defaults) and provided that acts to cure the breach or default must be commenced within such thirty (30) days and must thereafter be diligently pursued to completion by the defaulting party, then the non-breaching party may, without further notice, declare a default under this Development Agreement and, upon any such declaration of default, if the City is the defaulting party, Developer may bring any action necessary to specifically enforce the obligations of City. If Developer is the defaulting party, then City may give notice to Developer of its intent to terminate or modify this Development Agreement, in which event the matter shall be scheduled for consideration and review by the City Council.
B. Remedies. The Parties acknowledge that money damages and remedies at law generally are inadequate and specific performance and other non-monetary relief are particularly appropriate remedies for the enforcement of this Development Agreement and should be available to the Parties for the following reasons: due to the size, nature, and scope of the Project, it may not be practical or possible to 400
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restore the Property to its natural condition once implementation of this Development Agreement has begun. After such implementation, Developer may be foreclosed from other choices it may have had to utilize the Site or portions thereof. Developer has invested significant time and resources and performed extensive planning and processing of the Project in agreeing to the terms of this Development Agreement and will be investing even more significant time and resources in implementing the Project in reliance upon the terms of this Development Agreement, and it is not possible to determine the sum of money which would adequately compensate Developer for such efforts. Accordingly, it is expressly recognized that injunctive relief and specific enforcement of this Development Agreement are proper and desirable remedies, and it is agreed that in any claim by Developer against City for an alleged breach of this Development Agreement may avail itself to injunctive relief or an appropriate action for specific enforcement of this Development Agreement. It is agreed that specific performance is not available to City against Developer, although City can seek the remedy of injunctive relief, declaratory relief or any other appropriate remedy against Developer.
C. Nonperformance by Developer. Nonperformance by Developer shall not be excused because performance by Developer of the obligations herein contained would be unprofitable, difficult, or expensive, or because of a failure of any third party or entity, other than City.
SECTION 16. PARTIES NOT LIABLE FOR DAMAGES
It is acknowledged by the Parties that the City and Developer would not have entered into this Development Agreement if either could be held liable in damages under or with respect to this Development Agreement or the application thereof. Consequently, and except for the payment of attorneys’ fees in accordance with this Development Agreement, the City shall not be liable in damages to Developer, or to any assignee, transferee, or any other person, and Developer shall not be liable in damages to City.
Developer and City jointly covenant on behalf of itself and its successors in interest not to sue for or claim any damages: (i) for any breach of this Development Agreement; (ii) for the taking, impairment or restriction of any right or interest conveyed or provided hereunder or pursuant hereto; (iii) arising out of or connected with any dispute, controversy, or issue regarding the application or interpretation or effect of the provisions of this Development Agreement; or (iv) for any injury to or interference with the rights of Developer, allegedly or actually arising out of, or incurred in connection with, the Parties entering this Development Agreement, or their exercise of any rights under this Development Agreement. Notwithstanding the forgoing, City shall not be excluded from seeking money damages for non-payment of the Electric Facilities Fee or the Transportation Public Benefit Fee, including attorney fees. In addition, Developer shall not be excluded from seeking its attorneys fees in the case of a breach of this Agreement by City.
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SECTION 17. INDEMNIFICATION AND LEGAL CHALLENGE
A. Claims For Damage For Personal Injuries. To the maximum extent permitted by law, Developer must defend, indemnify, and hold the City and its elected officials, officers, contractors serving as City officials, agents, and employees (“Indemnitees”) harmless from liability for damage and/or claims for damage for personal injuries, including death, and claims for property damage, and with respect to all other actions and liabilities for damages caused or alleged to have been caused by reason of Developer’s activities in connection with the development and/or construction of the Project, and which may arise from the direct or indirect operations of Developer or those of Developer’s contractors, agents, tenants, employees, or any other persons acting on Developer’s behalf, which relate to the development and/or construction of the Project. This indemnity provision applies to all damages and claims for damage, as described above, regardless of whether or not the City prepared, supplied, or approved the plans, specifications, or other documents for the Project, including any associated public or private improvements.
B. Prevailing Wages. Without limiting the generality of the preceding paragraph (A), Developer shall defend, indemnify, and hold the Indemnitees harmless from and against any and all claims, liabilities, losses, damages, costs, and expenses arising from or related to any claims that Developer or Developer’s contractors are required to pay prevailing wages pursuant to Labor Code Section 1720 et seq., in connection with the development of the Project or any public improvements.
C. Third Party Legal Challenge. Without limiting the generality of preceding paragraph A, in the event of any legal action challenging the validity, applicability, or interpretation of any provision of this Development Agreement, any of the entitlement documents pertaining to the Project including, without limitation, the City’s General Plan, Zoning Code, or any other supporting document relating to the Project, Developer shall also indemnify, defend, and hold harmless the Indemnitees with respect to all liability, costs, and expenses incurred by, and/or awarded against, the City or any of the Indemnitees in relation to such action.
D. Legal Counsel; Cash Deposit. With respect to any legal action or claim falling within Developer’s defense, indemnity, and hold harmless obligations, the City shall have the right to select counsel of its choice and the Parties shall cooperate in the defense. The City’s separate counsel billing rates shall be identical to the rates City pays for its typical municipal litigation rates for legal challenges of the variety being defended. Developer shall provide, and maintain for the duration of such action or claim, a cash deposit to City in an amount or amounts determined by the City Attorney to be reasonably necessary to cover the City’s legal fees, costs, and expenses. Developer shall not be entitled to a refund of funds expended from the deposit regardless of the outcome of the action or claim. The City shall refund to Developer any unexpended funds from the deposit within thirty (30) days of any final disposition or full and complete settlement of the action or claim. 402
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E. Continued Effect of Development Agreement. In the event of any litigation challenging the effectiveness of this Development Agreement, or any portion hereof, this Development Agreement shall remain in full force and effect while such litigation, including any appellate review, is pending, unless otherwise ordered by the court. Absent issuance of an injunction, Developer may elect to continue development of the Project under this Development Agreement pending completion of the litigation but it shall do so at its sole risk, and the City shall not be liable for any loss suffered as a result thereof. City shall perform all obligations under this Development Agreement, including the timely processing of all applications submitted by Developer in connection with the Project.
F. Survival. This Section shall survive this the expiration or earlier termination of this Development Agreement. Notwithstanding the foregoing, Developer’s obligation to indemnify any Indemnitee due to personal injury or property injury suffered in connection with Developer’s design and construction of any public facility, shall terminate one (1) year after City accepts Developer’s dedication of such public facility.
SECTION 18. ENTIRE AGREEMENT
This Development Agreement and the Exhibits therein contain the entire agreement between the Parties, and is intended by the Parties to completely state the Development Agreement in full. Any agreement or representation respecting the matters dealt with herein or the duties of any Party in relation thereto, not expressly set forth in this Development Agreement, is null and void.
SECTION 19. AMENDMENT OR CANCELLATION
Except as otherwise provided for herein, this Development Agreement may be amended or canceled in whole or in part only by mutual consent of the Parties, or their successors in interest, and in the manner provided in Gov. Code, §§ 65865.1, 65867, 65867.5.
SECTION 20. OPERATING MEMORANDA
The provisions of this Development Agreement require a close degree of cooperation between the City and the Developer. It is anticipated due to the term of this Development Agreement that non-substantive interpretation of the Development Approvals may be appropriate with respect to the details of performance of the City and the Developer. To the extent allowable by law and this Development Agreement, the City and Developer shall retain a certain degree of flexibility with respect to all matters, items and provisions covered in general under this Development Agreement. The Developer may request minor changes, adjustments or clarifications under this Agreement and the City and Developer may effectuate such changes, adjustments or clarifications through operating memoranda (“Operating Memoranda”) approved by the Parties in writing, which reference this Section of the Development Agreement. Operating Memoranda shall not constitute an amendment to this Development Agreement but mere ministerial interpretations or clarifications; therefore, public notices and hearings shall not be required. The City Attorney shall be authorized, upon consultation with the Developer, to determine whether 403
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a requested interpretation or clarification may be effectuated pursuant to this Section or whether the requested clarification is of such character to constitute an amendment to the Development Agreement which requires compliance with the provisions of this Development Agreement pertaining to amendments. The authority to enter into such Operating Memoranda is hereby delegated to the City Manager, and the City Manager is hereby authorized in his or her discretion to execute any Operating Memoranda permitted hereunder without Planning Commission or City Council action and without public hearing.
SECTION 21. MISCELLANEOUS PROVISIONS
A. Binding Effect. This Development Agreement shall bind, and the benefits and burdens hereof shall inure to, the respective Parties hereto and their legal representatives, executors, administrators, successors and assigns, wherever the context requires or admits.
B. Headings. Headings used in this Development Agreement are for reference purposes only and shall not be deemed a part of this Development Agreement.
C. Exhibits. Each exhibit referenced in this Development Agreement is hereby incorporated into the Development Agreement as if set forth in full herein. In the event of any material discrepancy between the terms of any exhibit so incorporated and the terms of this Development Agreement, the terms of this Development Agreement shall control.
D. Time of Essence. Time is of the essence in every provision hereof in which time is a factor.
E. Force Majeure. In the event that any party hereto shall be delayed or hindered or prevented from performance of any act required hereunder by reason of acts of God, strikes, lockouts, labor troubles, riots, insurrection, terrorism, war, pandemics, epidemics or other reason of similar nature not the fault of the party delayed in performing the work or doing the acts required under the terms of this Development Agreement, then the performance of such act shall be excused for the period of the delay caused by the foregoing. Financial inability shall not be deemed an excuse for delay under this Section.
F. Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a party shall give the other party any contractual rights by custom, estoppel, or otherwise.
G. Cooperation. Each of the Parties shall cooperate with and provided reasonable assistance to the other to the extent contemplated hereunder in the performance of all obligations under this Development Agreement and the satisfaction of the conditions of this Development Agreement.
H. City Manager Authority. Any consent, approved or other instrument described in this Development Agreement may be granted, given or executed on behalf of the 404
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City by the City Manager or their written designee without the need for further authorization from the City Council; provided, however that, notwithstanding the foregoing, the City Manager or their designee may, in their sole discretion, refer to the City Council any item for which the City Manager has authority to act hereunder.
I. Conflicts of Interest; Prohibited Interests. Developer warrants and maintains as of the Effective Date of this Development Agreement that it has no knowledge that any officer or employee of City has any interest, whether contractual, noncontractual, financial, proprietary, or otherwise, in this transaction or in the business of Developer. If any information regarding an officer of employee of the City having an interest in this transaction or in the business of Developer as of the Effective Date of this Development Agreement comes to the knowledge of Developer at any time during the Term of this Development Agreement, Developer shall immediately make a complete, written disclosure of such interest to the City, even if such interest would not be deemed a prohibited “conflict of interest” under applicable laws. If the City subsequently is provided information that Developer had knowledge but failed to disclose knowledge of any such interest, and Developer fails to acknowledge such interest within 14 days of notification by the City, Developer’s failure shall constitute a breach of the Development Agreement subject to the provisions of Section 14 of this Development Agreement.
J. Applicable Law and Venue. This Development Agreement shall be construed in accordance with and governed by the laws of the State of California. Venue for any action or litigation brought for breach or to enforce any provision of this Development Agreement shall be the County of Riverside, California.
K. Partial Invalidity. If any provisions of this Development Agreement shall be deemed to be invalid, illegal, or unenforceable, the validity, legality, or enforceability of the remaining provisions hereof shall not in any way be affected or impaired thereby.
L. Attorneys’ Fees. In any proceedings arising from the enforcement of this Development Agreement or because of an alleged breach or default hereunder, the prevailing party shall be entitled to recover its costs and reasonable attorneys’ fees and experts’ fees incurred during the proceeding (including appeals) as may be fixed within the discretion of the court.
M. Corporate Authority. Each person executing this Development Agreement on behalf of Developer warrants that he or she is duly authorized to execute this Development Agreement on behalf of Developer and that by his or her execution, Consultant is formally bound to the provisions of this Development Agreement.
N. Counterparts. This Development Agreement may be executed by the Parties in counterparts, which counterparts shall be construed together and have the same effect as if all of the Parties had executed the same instrument. 405
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O. No Third-Party Beneficiaries. This Agreement is made and entered into for the sole protection and benefit of the Parties and their successors and assigns. No other person shall have any right of action based upon any provision of this Development Agreement.
P. Legally Binding Contract; Enforceability. It is the intent of City and Developer that this Development Agreement is a legally binding contract which shall prevail over the provisions of any subsequently enacted moratoria, statutes, ordinances, limitations, or other measures, enacted by City, or under the authority of City by voter initiative or referendum, and which initiative, moratorium, referendum, statute, ordinance, limitation, or other measure relates, in whole or in part, to the rate, timing, sequence, or phasing of the development or construction of all or part of the Project or the improvements or affecting parcel or subdivision maps, building permits, occupancy certificates, or other entitlement to use the Site which are issued by City, subject only to the rights and powers reserved to City under the terms of this Development Agreement and the requirements of California law IN WITNESS WHEREOF, the undersigned have executed this Development Agreement as of the day and year first above-written.
CITY
CITY OF BANNING,
a California municipal corporation
By: _________________________
Mayor
ATTEST:
By: _________________________
Marie Calderon
City Clerk
APPROVED AS TO FORM:
By: _________________________
City Attorney
DEVELOPER
JDN ENTERPRISES, LLC,
a Missouri limited liability corporation
By: __________________________
{Name}
{Title}
By: __________________________
{Name}
{Title}
406
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EXHIBIT A
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EXHIBIT A
SITE LEGAL DESCRIPTION
{INSERT LEGAL DESCRIPTION}
408
4924-7261-4673.13/
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EXHIBIT B
-2-
EXHIBIT B
DIF SCHEDULE AS OF EFFECTIVE DATE
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EXHIBIT C
-3-
EXHIBIT C
HATHAWAY IMPROVEMENTS
The following shall be completed to the satisfaction of the City Engineer:
Along the west side of N Hathway Street between E Williams Street and E George Street, install City standard sidewalk behind curb and gutter, and install city standard curb ramps at intersections. Install new residential driveways as necessary to maintain access to existing driveway locations. Within the existing right-of-way and pavement along the west side of N Hathway Street between E Williams Street and future Wilson Street, install striping for a new 6 ft. bike lane.
Within the existing right-of-way and pavement along the east side of N Hathway Street between E Williams Street and existing Nicolet Street, install striping for a new 6 ft. bike lane.
At the intersection of E Jacinto View Road and N Hathway Street, provide traffic measure to restrict Project traffic from access to E Jacinto View Rd At the intersection of E Nicolet Street and N Hathway Street, provide traffic measure to restrict Project traffic from access to E Nicolet Street At the intersection of E George Street and N Hathway Street, provide traffic measure to restrict Project traffic from access to E George Street 410
April 2, 2025
David Newell, Community Development Director
City of Banning
99 E. Ramsey Street
Banning, CA 92220
Re: Banning Commerce Center – Planning Commission Questions David,
In response to the questions asked by several members of the Planning Commission during our project’s public hearing on 3/5/25, We are providing the following responses:
1. The was a question as to whether the project adequately addressed the MSHCP Criteria Cell and Special Linkage.
MSHCP: The Project site is not located in a criteria area or cell, so a HANS process is not required. The EIR and Bio reports address the special linkage area (SLA). The City of Banning’s General Plan defers to the CEQA process Guidelines where MSHCP guidelines are silent about the SLA. As such, the Project analyzed its impact on wildlife movement consistent with Appendix G to the State CEQA Guidelines. All regional wildlife movements of large mammals are generally constrained to the San Gorgonio River due to physical obstructions existing elsewhere. While not required for the mitigation of impact to wildlife movements (which are less than significant) the Project is providing the mitigation area (for impacts to jurisdictional features) and the undercrossing of Wilson which would provide connectivity through the Project site.
Additionally, the Project met with members of the RCA, USACE, RWQCB, EPA, USFWS, CDFW, and RCFCWCD (“the Agencies”) for two pre-app meetings on February 7, 2023, and December 13, 2023, to seek input from the Agencies on the proposed onsite mitigation for impacts to jurisdictional features. The Agencies provided input and asked for the provision of an undercrossing of Wilson Street with the adequate openness ratio to support wildlife movement and for the preparation of a sediment transport study.
The Project provides both.
2. A member of the commission asked of the status of the project’s Riverside County Airport Land Use Commission (ALUC) review.
ALUC Review: The Riverside County Airport Land Use Commission issued a Director’s Determination on April 1, 2025, finding that the Project is consistent with the 2004 Banning Municipal Airport Land Use Compatibility Plan, as amended in 2016. This letter was sent to the City Community Development Department – Planning Division. Refer to ALUC File No. ZAP1053BA25.
411
3. There was a question from a Planning Member about the cumulative traffic impacts as it relates to the existing warehouse at 2600 John Street.
Traffic: The cumulative projects list did not need to include the Banning Distribution Center project since it was already constructed and any traffic from that site would have been captured in the counts. The TA then applied an escalation/yearly increase of traffic to account for growth. The methodology was appropriate and is consistent with the City’s traffic analysis guidelines and industry standards.
Thank you for the opportunity to address these concerns. We are looking forward to being heard before City Council in May to Present our project for further review and approval. If there is any additional information required from the project’s design team, please let us know.
Sincerely,
Ryan D. Hodges
Development Services Director
412
CHAIR
Steve Manos
Lake Elsinore
VICE CHAIR
Russel Betts
Desert Hot Springs
COMMISSIONERS
Vacant
John Lyon
Riverside
Steven Stewart
Palm Springs
Richard Stewart
Moreno Valley
Michael Geller
Riverside
STAFF
Director
Paul Rull
Simon A. Housman
Roxanna Vicente
Jackie Vega
County Administrative Center
4080 Lemon St., 14th Floor Riverside, CA 92501
(951) 955-5132
www.rcaluc.org
RIVERSIDE COUNTY
AIRPORT LAND USE COMMISSION
April 1, 2025
David Newell, Planning Director
City of Banning Community Development Department – Planning Division 99 E. Ramsey Street
Banning, CA 92220
RE: AIRPORT LAND USE COMMISSION (ALUC) DEVELOPMENT REVIEW – DIRECTOR’S DETERMINATION
File No.: ZAP1053BA25
Related File No.: DR21-7014 (Development Review), TPM38756 (Tentative Parcel Map)
APN: 532-030-008, 532-030-009, 532-080-008, 532-080-010, 532-090- 026, 532-090-025, 532-090-030, 532-110-015
Dear Mr. Newell,
Under the delegation of the Riverside County Airport Land Use Commission (ALUC) pursuant to ALUC’s general delegation as per Policy 1.5.2(d) of the Countywide Policies of the 2004 Riverside County Airport Land Use Compatibility Plan, staff reviewed City of Banning Case Nos.
DR21-7014 (Development Review), TPM38756 (Tentative Parcel Map), a proposal to establish 1,320,128 square foot industrial building with office area on 131.28-acres, located southerly of Wilson Street, easterly of O’Donnell Street, northerly of Interstate Highway 10, and westerly of Future Cottonwood Road. The applicant also proposes splitting the site into three separate parcels.
The site is located within Airport Compatibility Zone D of the Banning Municipal Airport Influence Area (AIA). Zone D restricts non-residential intensity to 200 people per average acre and 800 people per single acre. The project proposes 1,280,684 square feet of warehouse area (2,561), 19,800 square feet of first floor office area, and 19,800 square feet of second floor office mezzanine (198), accommodating 2,930 people, resulting in an average acre intensity of 21 people and a single acre intensity of 206 people, both of which are consistent with the Zone D intensity criteria.
The elevation of Runway 8-26 at its westerly terminus is 2,119 feet above mean sea level (AMSL). At a distance of approximately 2,715 feet from the runway to the site, Federal Aviation Administration Obstruction Evaluation Service (FAA OES) review would be required for any structures with top of roof exceeding 2,147 feet AMSL. The site’s finished floor elevation is 2,205 feet AMSL and the proposed building height is 50 feet, for a top point elevation of 2,255 feet AMSL. Therefore, FAA Obstruction Evaluation Service review for height/elevation reasons was required. The applicant submitted Form 7460-1 to the FAA OES. A “Determination of No Hazard to Air Navigation” letter for Aeronautical Study No. 2023-AWP-760-OE was issued on November 8, 2022. The study revealed that the proposed facility would not exceed obstruction standards and would not be a hazard to air navigation provided conditions are met. These FAA OES conditions have been incorporated into this finding.
Land use practices that attract or sustain hazardous wildlife populations on or near airports significantly increase the potential of Bird Aircraft Strike Hazards (BASH). The FAA strongly recommends that storm water management systems located within 5,000 or 10,000 feet of the 413
2 Airport Operations Area, depending on the type of aircraft, be designed and operated so as not to create above-ground standing water. To facilitate the control of hazardous wildlife, the FAA recommends the use of steep-sided, rip-rap lined, narrow, linearly shaped water detention basins. All vegetation in and around detention basins that provide food or cover for hazardous wildlife should be eliminated. (FAA Advisory Circular 5200-33B). The project is located 2,715 feet from the runway, and therefore would be subject to the above requirement. The project would utilize Infiltration basins, which are permitted when necessary. Pursuant to the study “Wildlife Hazard Management at Riverside County Airports: Background and Policy”, October 2018, by Mead & Hunt, which is the basis of the brochure titled “Airports, Wildlife and Stormwater Management”, such basins are permitted in Zone D but must provide for a 48-hour drawdown and propose landscaping that is not attractive to hazardous wildlife. The project has been conditioned to be consistent with these standards in order to reduce bird attractant: 1) new basins are to be designed so as to provide for a maximum 48-hour detention period following the conclusion of a storm event, and to remain totally dry between rainfalls, and 2) any landscaping proposed in the detention basin shall be in accordance with the ALUC “Landscaping Near Airports” and “Airports, Wildlife and Stormwater Management” brochures.
Pursuant to the Banning Land Use Compatibility Plan, the project site is located within Compatibility Zone D. The Compatibility Plan requires projects 10 acres or larger to designate 10% of project area as ALUC qualifying open area that could potentially serve as emergency landing areas.
Based on the project size (131.28 acres) located within Compatibility Zone D, the project is required to provide a minimum 13 acres of open area consistent with ALUC open area criteria.
The applicant has provided a total of 15.19 acres of open area within the drive aisles and parking areas. These areas are conditioned to maintain a minimum shape of 75 feet in width and 300 feet in length, and shall be kept obstacle and obstruction free per ALUC open area definition (no objects greater than four feet in height with a diameter of four inches or greater).
As ALUC Director, I hereby find the above-referenced project CONSISTENT with the 2004 Banning Municipal Airport Land Use Compatibility Plan, as amended in 2016, provided that the City of Banning applies the following recommended conditions:
CONDITIONS:
1. Any outdoor lighting installed shall be hooded or shielded to prevent either the spillage of lumens or reflection into the sky. Outdoor lighting shall be downward facing.
2. The following uses shall be prohibited:
(a) Any use which would direct a steady light or flashing light of red, white, green, or amber colors associated with airport operations toward an aircraft engaged in an initial straight climb following takeoff or toward an aircraft engaged in a straight final approach toward a landing at an airport, other than an FAA-approved navigational signal light or visual approach slope indicator. (b) Any use which would cause sunlight to be reflected towards an aircraft engaged in an initial straight climb following takeoff or towards an aircraft engaged in a straight final approach towards a landing at an airport. (c) Any use which would generate smoke or water vapor or which would attract large concentrations of birds, or which may otherwise affect safe air navigation within the area. (Such uses include landscaping utilizing water features, aquaculture, outdoor production of cereal grains, sunflower, and row crops, composting operations, wastewater management facilities, artificial marshes, trash transfer stations that are open on one or more sides, recycling centers containing putrescible wastes, construction and demolition debris facilities, fly 414
3 ash disposal, and incinerators.)
(d) Any use which would generate electrical interference that may be detrimental to the operation of aircraft and/or aircraft instrumentation. (e) Highly noise-sensitive outdoor nonresidential uses. (f) Any use which results in a hazard to flight, including physical (e.g., tall objects), visual, and electronic forms of interference with the safety of aircraft operations.
3. The attached “Notice of Airport in Vicinity” shall be provided to all prospective purchasers and occupants of the property and be recorded as a deed notice. In the event that the Office of the Riverside County Assessor-Clerk-Recorder declines to record said notice, the text of the notice shall be included on the Environmental Constraint Sheet (ECS) of the final parcel map, if an ECS is otherwise required.
4. Any proposed stormwater basins or facilities shall be designed and maintained to provide for a maximum 48-hour detention period following the design storm, and remain totally dry between rainfalls. Vegetation in and around the basins that would provide food or cover for birds would be incompatible with airport operations and shall not be utilized in project landscaping. Trees shall be spaced so as to prevent large expanses of contiguous canopy, when mature. Landscaping in and around the basin(s) shall not include trees or shrubs that produce seeds, fruits, or berries.
Landscaping in the stormwater basin, if not rip-rap, should be in accordance with the guidance provided in ALUC “LANDSCAPING NEAR AIRPORTS” brochure, and the “AIRPORTS, WILDLIFE AND STORMWATER MANAGEMENT” brochure available at RCALUC.ORG which list acceptable plants from Riverside County Landscaping Guide or other alternative landscaping as may be recommended by a qualified wildlife hazard biologist.
A notice sign, in a form similar to that attached hereto, shall be permanently affixed to the stormwater basin with the following language: “There is an airport nearby. This stormwater basin is designed to hold stormwater for only 48 hours and not attract birds.
Proper maintenance is necessary to avoid bird strikes”. The sign will also include the name, telephone number or other contact information of the person or entity responsible to monitor the stormwater basin.
5. This project has been evaluated as an industrial building consisting of a proposal to establish 1,320,128 square foot industrial building with office area on 131.28-acres. Any increase in building area or change in use will require an amended review by the Airport Land Use Commission.
6. At least 13 acres of ALUC-eligible open areas (at least 75 feet in width and 300 feet in length), as depicted on the Open Space exhibit, shall be kept obstacle and obstruction free per ALUC open area definition (no objects greater than four feet in height with a diameter of four inches or greater).
7. The Federal Aviation Administration has conducted aeronautical studies of the proposed structure (Aeronautical Study No. 20223-AWP-760-OE) and has determined that neither marking nor lighting of the structures is necessary for aviation safety. However, if marking and/or lighting for aviation safety are accomplished on a voluntary basis, such marking and/or lighting (if any) shall be installed in accordance with FAA Advisory Circular 70/7460-1 L Change 2 and shall be maintained in accordance therewith for the life of the project.
8. The maximum height of the proposed structures to top point shall not exceed 50 feet 415
4 above ground level, and the maximum elevation at the top of the structures shall not exceed 2,255 feet above mean sea level.
9. The maximum height and top point elevation specified above shall not be amended without further review by the Airport Land Use Commission and the Federal Aviation Administration; provided, however, that reduction in structure height or elevation shall not require further review by the Airport Land Use Commission.
10. Temporary construction equipment used during actual construction of the structures shall not exceed 50 feet in height and a maximum elevation of 2,255 feet above mean sea level, unless separate notice is provided to the Federal Aviation Administration through the Form 7460-1 process.
11. Within five (5) days after construction of each structure reaches its greatest height, FAA Form 7460-2 (Part II), Notice of Actual Construction or Alteration, shall be completed by the project proponent or his/her designee and e-filed with the Federal Aviation Administration. (Go to https://oeaaa.faa.gov for instructions.) This requirement is also applicable in the event the project is abandoned or a decision is made not to construct the applicable structure.
12. The project does not propose rooftop solar panels at this time. However, if the project were to propose solar rooftop panels in the future, the applicant/developer shall prepare a solar glare study that analyzes glare impacts, and this study shall be reviewed by the Airport Land Use Commission and Riverside County – Aviation Division as owner and operator of French Valley Airport. In the event of any reasonable complaint about glare related to aircraft operations, the applicant shall agree to such specific mitigation measures as determined or requested by Riverside County Aviation Division.
If you have any questions, please contact me at (951) 955-6893.
Sincerely,
RIVERSIDE COUNTY AIRPORT LAND USE COMMISSION
_______________________________________ Paul Rull, ALUC Director Attachment: Notice of Airport in Vicinity
Aeronautical Study No. 2023-AWP-760-OE
cc: Sansone Group (applicant)
Ryan Hodges (representative)
Lloyd L. Fields & Vulcan Iron and Steel Co. Inc. (property owner) Art Vela, P.E., City of Banning Director of Public Works Carl Szoyka, Manager, Banning Municipal Airport
ALUC Case File
\\tlma-22fsp02\ALUC\AIRPORT CASE FILES\Banning\ZAP1053BA25\ZAP1053BA25.LTR.doc 416
Banning Commerce Center Project_Final EIR
https://www.banningca.gov/DocumentCenter/View/14673/Banning-Commerce-Center-ProjectFEIR_October-2024 Banning Commerce Center Project_FEIR Appendices
https://www.banningca.gov/DocumentCenter/View/14676/Banning-Commerce-Center-ProjectFEIR_Appendices Banning Commerce Center Project_FOF and SOOC
https://www.banningca.gov/DocumentCenter/View/14674/Banning-Commerce-CenterProject_FOF-and-SOOC_20241025 Banning Commerce Center Project_MMRP
https://www.banningca.gov/DocumentCenter/View/14675/Banning-Commerce-CenterProject_MMRP Banning Commerce Center Project_Draft EIR
https://www.banningca.gov/DocumentCenter/View/14414/Banning-Commerce-Center-ProjectDraft-EIR Banning Commerce Center Project_Draft EIR Appendices
https://www.banningca.gov/DocumentCenter/View/14415/Banning-Commerce-Center-ProjectDraft-EIR-Appendices 417
Not for construction purposes or permits. FOR REVIEW ONLY Engineer P.E. No. Date
Prepared for Concept Plan submittal
11/5/2024
EUGENE D. COWAN III
86803
CA
L
BEFOR YOU
D IG
29 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:1 PG November 05, 2024 09:02:29amK:\RIV_LDEV\194455002 - Banning Logistics\CAD\Preliminary\Grading Plan - Cover.dwg 11/5/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
NORTH
0 GRAPHIC SCALE IN FEET
200 100 200 400
SHEET INDEX
NO. TITLE
1 OVERALL SITE PLAN
2 WILSON STREET
3 WILSON STREET
4 WILSON STREET
5 O'DONNELL STREET
6 GRADING PLAN 1
7 GRADING PLAN 2
8 GRADING PLAN 3
9 GRADING PLAN 4
10 GRADING PLAN 5
11 GRADING PLAN 6
12 GRADING PLAN 7
13 GRADING PLAN 8
14 GRADING PLAN 9
15 GRADING PLAN 10
16 GRADING PLAN 11
17 GRADING PLAN 12
18 UTILITY PLAN 1
19 UTILITY PLAN 2
20 UTILITY PLAN 3
21 UTILITY PLAN 4
22 UTILITY PLAN 5
23 UTILITY PLAN 6
24 UTILITY PLAN 7
25 UTILITY PLAN 8
26 UTILITY PLAN 9
27 UTILITY PLAN 10
28 UTILITY PLAN 11
29 UTILITY PLAN 12
BANNING COMMERCE CENTER
PRELIMINARY DESIGN (30%)
DESIGN REVIEW DR21-7017
OVERALL SITE PLAN
1 ESTIMATED EARTHWORK QUANTITIES
RAW - CUT (CU. YD.) 1,013,500
RAW - FILL (CU. YD.) 990,500
RAW - NET CUT (CU. YD.) 23,000
ADDITIONAL CUT 90,600
NET CUT (CU. YD.) 12,200
SITE INFORMATION
ASSESSOR'S PARCEL
NUMBER (APN)
532-030-008, 532-030-009, 532-080-008,
532-080-010, 532-090-026, 532-090-028,
532-090-030, 532-110-015
Public Roads Classification R/W (ft.)
N HATHAWAY ST Arterial Highway
85-95 (Varies)
Cottonwood Rd Arterial Highway 110
Wilson St Arterial Highway 110
E Nicolet St Divided Collector 78
O'Donnell St Divided Collector 78
PARCEL SUMMARY ACRES
PARCEL 1 (PROPOSED BUILDING PARCEL) 89.50
PARCEL 2 (N'LY OF APN 532-110-001,009,010) 12.36
PARCEL 3 (WEST OF APN 532-080-008) 9.41
LOT "A" / WILSON ST. & O'DONNELL ST. (R/W DEDICATION) 12.02 LOT "B" / COTTONWOOD RD. (R/W DEDICATION) 5.21
LOT "C" CITY UTILITY LOT 1.45
LOT "D" CITY UTILITY LOT 1.34
TOTAL AREA 131.29
ZONING INFORMATION
General Plan Land Use &
Zoning BP - Business Park
Existing Use Vacant
Industrial Development Standards (Table 17.12.030)
Min. Front Setback (Feet) 10
Min. Rear Setback (Feet) 0
Min. Side Yard Setback (Feet) 0
Min. Street Side (Feet) 10
Max. Bldg. Coverage (%) 75
Maximum Height (stories/feet) 50
Fence/Wall Height (ft.) 8
Industrial Parking Requirements (Table 17.28.040B)
General Offices
For up to 2000 square feet of gross floor area, one
space for each 200 sq. ft. For 2001 to 7500
square feet of gross floor area, one space for each
250 sq ft. For over 7500 square feet of gross floor
area, one space for each 300 sq ft.
Industrial warehousing
1—20,000 sq ft
Minimum of two spaces plus one space for each
1,000 sq. ft. of gross floor area
Over 20,000 sq ft
22 spaces plus one space per 2,000 sq. ft. for
portion over 20,000 sq ft
Trucks One tractor trailer space per 4 high dock doors
Parking Stall Min (W x L) 9' x 19'
Parking Lot Aisle Min 24'
PARKING REQUIRED
Total Auto Parking Required 802
Total Truck Parking Required 50
EVCS ( 9' x 19' ) 120
EVSE ( 9' x 19' ) 41
EVCS ADA Parking ( 9' x 19' ) 4
EVCS ADA Van Accessible Parking ( 12' x 19' ) 2
Ambulatory EVCS Parking ( 11' x 19' ) 5
Total EV 161
Bicycle (5% Short term and 5% Long Term) 82
PARKING PROVIDED
Standard ( 9' x 19' ) 614
Accessible Parking ( 9' x 19' ) 17
Accessible Van Parking ( 12' x 19' ) 3
EVCS ( 9' x 19' ) 120
EVSE ( 9' x 19' ) 41
EVCS ADA parking ( 9' x 19' ) 4
EVCS ADA VAN Accessible Parking ( 12' x 19' ) 2
Ambulatory EVCS Parking (11'x19') 4
TOTAL AUTO PARKING PHASE 1 805
Bicycle (5% Short term and 5% Long Term) 82
Proposed Trailer Parking Phase 1 270
Proposed Trailer Parking (North Lot) 205
Landscaping Summary SF
Required (15% of Net Area of all Parking Area) 20,649
Provided Parking Lot Landscape Area 126,037
FW
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FW
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FO FO FO FO FO FO FO FO FO
FO FO FO FO
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
ELECTRICADA VAN
CHARGING
VEHICLE ONLY VAN
VAN
VAN
ADA
ELECTRIC
VEHICLE CHARGING
ONLY
ADA VANELECTRIC
VEHICLE CHARGING
ONLY VAN
ADA VANELECTRIC
VEHICLE CHARGING
ONLY
ADA
ELECTRIC
VEHICLE CHARGING
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ELECTRICADA VAN
CHARGING
VEHICLE ONLY
ADA
ELECTRIC
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VEHICLE ONLY
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
X X
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CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
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/ //
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Z
ZZ
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PROPOSED BUILDING
APN: 532-030-015
1,320,284 SF
FFE= 2204.80
PE=2204.1
APN: 532-030-008
APN: 532-110-010
APN: 532-030-009
NICOLET STREET
INTERSTATE HIGHWAY 10
PROPERTY LINE
PROPERTY LINE
LOT LINE
℄
PL
LOT LINE BASIN B
BASIN C
BASIN D
BASIN E BASIN F
WILSON STREET
WILSON STREET
INTERSTATE HIGHWAY 10 FUTURE COTTONWOOD ROAD
PR ADA PARKING
PR CLEAN AIR /
VANPOOL / EV PARKING
PR ADA PARKING
PR ADA PARKING
PR ADA PARKING
PR CLEAN AIR /
VANPOOL / EV PARKING
PR FENCING
TRAILER PARKING (TYP)
EX PL
LOT LINE
CENTERLINE/
SECTION LINE
PR DRIVE AISLE
FIRE TANK
(IF REQUIRED)
SEWER LIFT STATION
TRASH ENCLOSURE (TYP)
TRAILER
PARKING (TYP)
TRAILER
PARKING
EX. POWER POLE
POLE ID NO. 1
EL: 2216.48
SCE# 1320733E
EX. POWER POLE
POLE ID NO. 2
EL: 2207.46
SCE# A1320734E
EX. POWER POLE
POLE ID NO. 3
EL: 2199.17
SCE# A1320735E
EX. POWER POLE
POLE ID NO. 4
EL: 2191.11
SCE# A1320736E
EX. POWER POLE
POLE ID NO. 5
EL: 2182.19
SCE# 1320737E
EX. POWER POLE
POLE ID NO. 6
EL: 2174.84
SCE# 1320739E
EXISTING POWER POLE OUTSIDE
PROPERTY LIMITS
(2223.54EL)
SCE#: 1645758E
EX. POWER POLE OUTSIDE OF
PROPERTY LIMIT
EL: 2170.40
SCE# 4891703E O'DONNELL STREET
BASIN A
12.21 AC-FT
4.57 AC-FT
3.07 AC-FT
3.20 AC-FT
0.20 AC-FT 1.58 AC-FT
255' 309'
259'
295'
BIKE PARKING AND
STORAGE, 41 SPOTS
BIKE PARKING AND
STORAGE, 41 SPOTS
78.0'
28.0'
1.0'
6.0' 5.0' 10.0' 12.0' 12.0' 10.0'
11.0' 28.0'
CURB
SIDEWALK
PROPOSED
PAVEMENT
39.0'
IMPROVEMENTS PER TPM 38256
W'LY R/W ℄ E'LY R/W
O'DONNELL ST
DIVIDED COLLECTOR (78' RW)
N'LY R/W ℄ S'LY R/W
WILSON ST
ARTERIAL HIGHWAY (110' RW)
CURB
SIDEWALK
PROPOSED
PAVEMENT
SIDEWALK
CURB
PROPOSED
PAVEMENT
110.0'
43.0'
14.0'
55.0'
39.0'
12.0' 8.0' 8.0' 4.0'
12.0'
1.0'
43.0'
4.0' 8.0' 12.0' 14.0'
1.0'
55.0'
18.0'
RAISED
MEDIAN
12.0'
PAINTED
MEDIAN
5.0' 6.0'
11.0'
2.0'
FUTURE 36" SCE
TRANSMISSION
POLE
FUTURE 36" SCE
TRANSMISSION
POLE
2.0'
8.0'
12.0'
16.5'
PROPOSED
STORM DRAIN
PROPOSED
WATER
37.3' 22.0'
PROPOSED STORM
DRAIN PER SEPARATE
PLANS
EXISTING 12"
WATER MAIN
418
NORTH
0 GRAPHIC SCALE IN FEET
40 20 40 80
PRELIMINARY STREET IMPROVEMENT NOTES
MATCHLINE STA. 20+50
SEE BELOW LEFT
MATCHLINE STA. 20+50
SEE ABOVE RIGHT
MATCHLINE STA. 30+50
SEE SHEET
3 1
2 6
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 2
2 3
3 4 4
5 5
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:13 WILSON STJuly 03, 2024 04:56:59pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Preliminary Street Improvements - Wilson.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
PROPOSED CURB AND GUTTER PER CITY OF BANNING STANDARD DRAWING C-200.
PROPOSED SIDEWALK PER CITY OF BANNING STANDARD DRAWING ST-100 & ST-101.1.
PROPOSED CENTER ROAD MEDIAN LANDSCAPE.
WILSON STREET
STA 10+00 - STA 30+50 2
6''W
6''W
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ZZ
ZZ
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ZZ
ZZ
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
STA: 10+00.00 WILSON STREET (START)
N: 2283575.46
E: 6376856.61
WILSON STREET
APN: 532-110-009
APN: 532-030-008
N HATHAWAY ST
PROP WILSON STREET CL
PROP R/W
RAISED MEDIAN
PROP SIDEWALK
IMPROVEMENT BY OTHERS
℄
℄
PROPERTY LINE
R/W PER TPM 38256
PL
BEGIN SANSONE
GROUP IMPROVEMENTS
10+00 11+00 12+00 13+00 14+00 15+00
16+00
17+00
18+00
19+00
20+00
R35.0'
R35.0'
1 2
6 110.0'
55.0' 55.0'
4.0'
8.0' 34.0'
124.1'
110.0'
55.0'
12.0'
12.0'
8.0'
C1 L1
L2
48.0' 8.0'
4.0'
55.0'
34.0'
34.0'
18.0'
2310
2320
2312
2308
2314
2316
2318
2322
6''W
6''W
6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W6''W 6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
WILSON STREET
APN: 532-110-010
APN: 532-030-008
R/W PER TPM 38256
PROP WILSON STREET CL
PROP R/W
RAISED MEDIAN
PROP SIDEWALK
℄
℄
IMPROVEMENT BY OTHERS
LOT LINE
PL
LOT LINE
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 2 1
6 2 1
PL
BASIN E
8.0'
34.0' 18.0' 34.0'
110.0'
43.0' 43.0' 12.0'
8.0'
12.0'
C2
L3
2290
2280
2300
2284
2282
2278
2276
2288
2286
2292
2292
2292
2294
2296
2298
2302
2304
2306
2308
PR 12" WATER
WILSON STREET GEOMETRIC DATA
L1
C1
L2
C2
L3
LENGTH
300.00'
317.17'
377.15'
317.12'
1,340.65'
LINE/CHORD DIRECTION
S89°39'27"E
S87°23'10"E
S85°06'52"E
S87°23'09"E
S89°39'25"E
R
4,000.00'
4,000.00'
T
158.67'
158.64'
X X
R R
SD
D
S
W W
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - BY OTHERS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
WATER LINE
419
NORTH
MATCHLINE STA. 40+50
SEE BELOW LEFT
O'DONNELL STREET
MATCHLINE STA. 40+50
SEE ABOVE RIGHT
MATCHLINE STA. 48+50
SEE SHEET
4 MATCHLINE STA. 30+50
SEE SHEET
2 0
GRAPHIC SCALE IN FEET
40 20 40 80
PRELIMINARY STREET IMPROVEMENT NOTES
EASEMENTS
1 2
9 1
2 3
4 6
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 2
2 3
3 4 4
5 5
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:14 WILSON STJuly 03, 2024 04:57:14pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Preliminary Street Improvements - Wilson.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
EXISITING 16' EASEMENT FOR SOUTHERN CALIFORNIA GAS COMPANY AND SOUTHERN COUNTIES GAS COMPANY.
EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT
COMMUNICATIONS COMPANY.
EXISITING EASEMENT NO. 2018-0219574.
PROPOSED CURB AND GUTTER PER CITY OF BANNING STANDARD DRAWING C-200.
PROPOSED SIDEWALK PER CITY OF BANNING STANDARD DRAWING ST-100 & ST-101.1.
PROPOSED ADA SIDEWALK RAMPS PER RIVERSIDE COUNTY STD NO. 403.
PROPOSED CENTER ROAD MEDIAN PER CITY OF BANNING STANDARD DRAWING ST-101.1.
PROPOSED CENTER ROAD MEDIAN LANDSCAPE.
WILSON STREET
STA 30+50 - STA 48+50 3
6''W
6''W
6''W
FW FW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W6''W FW FW12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W ZZ
Z
Z
Z
Z
Z
Z
ZZZZZZZZZZZZZZZZZZ
L3
ZZ
Z
Z
Z
Z
Z
Z
ZZZZZZZZZZZZZZZZZZ
STA: 36+52.09 WILSON STREET
= STA 23+21.00 O'DONNELL STREET
APN: 532-110-010
55.0'
28.0'
PROP R/W
PROP WILSON STREET CL
PROP SIDEWALK
3 3
2 3
R/W PER TPM 38256
IMPROVEMENT
BY OTHERS
4 PROP R/W
WILSON STREET
APN: 532-030-008
2 9
1 PROP R/W
RAISED MEDIAN
RAISED MEDIAN
℄
IMPROVEMENT BY OTHERS
R/W PER TPM 38256
℄
PROP R/W
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 APN: 532-030-015
APN: 532-030-009
R35.0'
R35.0'
R35.0'
2 1
4 6
2 1
4 6
1 22+00 23+00 24+00
2256
2252
2254
BASIN E BASIN F 47.0' 34.0' 8.0' 8.0' 34.0' 63.0' 8.0' 55.0' 55.0'
8.0' 34.0' 18.0' 34.0' 8.0'
5.0'
55.0'
126.0'
8.0'
110.0'
5.0'
11.0' 28.0'
78.0'
11.0'
6.0'
26.0' ROAD
ESMT
L4
236.6' TAPER
71.0'
2250
2260
2270
2252
2254
2256
2258
2262
2264
2266
2268
2272
2274
6''W6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W
12''W
12''W
6''W6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W
12''W
12''W
L4
APN: 532-030-009 WILSON STREET
2 1
9 2
1 PROP R/W
PROP WILSON STREET CL
PROP R/W
RAISED MEDIAN ℄
41+00 42+00 43+00
44+00
45+00
46+00
47+00
48+00
PROP SIDEWALK
1 2
2 1
6 4
2 APN: 532-030-015
BASIN F
34.0' 8.0'
110.0'
43.0' 43.0'
34.0'
5.0'
63.0'
8.0'
8.0'
12.0' 12.0'
8.0'
126.0'
55.0'
71.0'
18.0' 34.0'
C3
L5
218.8' TAPER
259.9' TAPER
2230
2240
2222
2224
2226
2228
2232
2234
2236
2238
2242
2244
2246
2248
X X
R R
SD
D
S
W W
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - BY OTHERS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
WATER LINE
WILSON STREET GEOMETRIC DATA
LENGTH LINE/CHORD DIRECTION R T
L3
L4
C3
L5
1,340.65'
500.00'
431.74'
745.52'
S89°39'25"E
S89°39'25"E
N85°23'44"E
N80°26'54"E
2,500.00' 216.41'
420
NORTH
MATCHLINE STA. 57+50
SEE BELOW LEFT
MATCHLINE STA. 57+50
SEE ABOVE RIGHT
MATCHLINE STA. 48+50
SEE SHEET
3 0
GRAPHIC SCALE IN FEET
40 20 40 80
PRELIMINARY STREET IMPROVEMENT NOTES
EASEMENTS
EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT
COMMUNICATIONS COMPANY.
2 PROPOSED CURB AND GUTTER PER CITY OF BANNING STANDARD DRAWING C-200.
1 PROPOSED SIDEWALK PER CITY OF BANNING STANDARD DRAWING ST-100 & ST-101.1.
2 3 PROPOSED ADA SIDEWALK RAMPS PER RIVERSIDE COUNTY STD NO. 403.
PROPOSED CENTER ROAD MEDIAN PER CITY OF BANNING STANDARD DRAWING ST-101.1.
4 6 PROPOSED CENTER ROAD MEDIAN LANDSCAPE.
WILSON STREET
STA 48+50 - STA 63+08.04 4
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 2
2 3
3 4 4
5 5
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:15 WILSON STJuly 03, 2024 04:57:29pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Preliminary Street Improvements - Wilson.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
6''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W 12''W 12''W 12''W
6''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W 12''W 12''W 12''W
>
>
>
>
>
>
>
>
>
>
>
>
>
> > > > > >
>
>
>
>
> > > > > > > > > >
>
>
>
> > > > > > > > > > >
>
>
>
>
>
>
>
>
>
X X X X X X
X
X
X
X
X
X
X
X
X
X
X X X X
X
X
X
X
X
X X X X X
> > > >
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
L5
STA:49+70.98 (WILSON STREET)
WILSON STREET
APN: 532-030-009
2 2
PROP R/W
PROP WILSON STREET CL
PROP R/W
PROP SIDEWALK
PRIVATE DRIVEWAY
℄
PRIVATE DRIVEWAY
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00 57+00
R35.0'
R50.0'
R50.0'
3 3
3 3
APN: 532-030-015
34.0'
48.0'
4.0'
8.0'
8.0'
110.0'
43.0'
43.0'
18.0'
43.0'
63.0'
34.0'
12.0'
12.0'
55.0' 55.0'
59.0'
5.0'
8.0'
8.0'
1 2
2 1
RAISED MEDIAN
4 6
C4
PROP BARRICADE
34.0' 8.0' 18.0' 34.0' 8.0'
R40.0'
PROP BIOLOGICAL
CROSSING
2200
2210
2220
2202
2204
2206
2208
2212
2214
2216
2218
2222
PROP BIOLOGICAL
CROSSING
12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W
>
> > >
>
>
>
>
>
>
>
>
>
>
> > > > > > > > > > >
X X
X X
X X X
X X X X X X X X X X
X
X X X
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > STA:63+08.04 WILSON STREET (END)
WILSON STREET
APN: 532-030-009
PROP R/W
END OF WORK
℄ ℄
58+00 59+00 60+00 61+00 62+00 63+00
FUTURE COTTONWOOD
ROAD
APN: 532-030-015
63.0' 8.0' 34.0' 8.0'
18.0' 34.0' 34.0' 8.0' 8.0'
5.0'
43.0' 59.0' 12.0' 12.0'
2 1
2 1
PROP WILSON STREET CL
PROP R/W
RAISED MEDIAN
PROP SIDEWALK
PROP R/W PL
PROP R/W
L6
2190
2186
2188
2192
2194
2196
2198
X X
R R
SD
D
S
W W
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - BY OTHERS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
WATER LINE
WILSON STREET GEOMETRIC DATA
LENGTH LINE/CHORD DIRECTION R T
L5
C4
L6
745.52'
477.73'
501.56'
N80°26'54"E
N85°55'22"E
S88°36'10"E
2,500.00' 239.60'
421
NORTH
0 GRAPHIC SCALE IN FEET
20 40 80
MATCHLINE STA. 16+50
SEE ABOVE RIGHT
MATCHLINE STA. 16+50
SHEET BELOW LEFT
WILSON STREET
SEE SHEET 3
WILSON STREET
SEE SHEET 3
PRELIMINARY STREET IMPROVEMENT NOTES
EASEMENTS
1 3
7 8
1 2
4 Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 2
2 3
3 4 4
5 5
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:16 O'DONNELL STREETJuly 03, 2024 04:57:46pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Preliminary Street Improvements - Wilson.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
EXISITING 16' EASEMENT FOR SOUTHERN CALIFORNIA GAS COMPANY AND SOUTHERN COUNTIES GAS COMPANY.
EXISTING 20.0'(VARIES) STREET CONSTRUCTION AND MAINTENANCE EASEMENT AGREEMENT.
EXISTING 20.0' ELECTRICAL EASEMENT FOR SOUTHERN CALIFORNIA EDISON COMPANY.
EXISITING 16' ROAD DEDICATION TO THE CITY OF BANNING.
PROPOSED CURB AND GUTTER PER CITY OF BANNING STANDARD DRAWING C-200.
PROPOSED SIDEWALK PER CITY OF BANNING STANDARD DRAWING ST-100 & ST-101.1.
PROPOSED CENTER ROAD MEDIAN PER CITY OF BANNING STANDARD DRAWING ST-101.1.
O'DONNELL STREET
STA 10+00 - STA 23+21 5
6''W
FW FW FW FW FW FW FW
FW FW
12''W 12''W 12''W 12''W 12''W
6''W
FW FW FW FW FW FW FW
FW FW
12''W 12''W 12''W 12''W 12''W
Z
Z
Z
Z
Z
Z
Z
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
Z
Z
Z
Z
Z
Z
Z
APN: 532-030-015
WILSON STREET
R35.0'
APN: 532- 110- 010
O'DONNELL STREET
3 1
3 8
PROP O'DONNELL STREET CL
PROP R/W
R/W PER TPM 38256 IMPROVEMENTS BY OTHERS
℄ 35+00 36+00 37+00 38+00
R35.0'
R35.0'
R35.0'
R35.0'
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
APN:
532-030-009
CURB INLET RELOCATION
BY OTHERS
PR DRAINAGE
CHANNEL
2256
2252
2248
2250
2246
2244
2242
2240
2254
47.0' 34.0' 8.0'
55.0' 55.0'
26.0' ROAD
ESMT
8.0'
5.0' 5.0'
110.0'
5.0'
PROP R/W
PROP R/W
R/W PER APN: 532-110-010
R/W PER TPM 38256
PROPERTY LINE
1 4
4 2
L4
PROP PUBLIC
STORM
EASEMENT
55.0'
39.0' 39.0'
6.0' 28.0' 28.0' 6.0'
2260
2258
2262
STA: 23+20.31 O'DONNELL STREET
= STA 36+52.09 WILSON DRIVE
R35.0'
FM
FW
FM
FW FW
W
W
FW
W
FM
FM FM FM FM FM FM FM
S
FM
FW
FM
FW FW
W
W
FW
W
FM
FM FM FM FM FM FM FM
S
O'DONNELL STREET
APN: 532- 110- 010
8 3
3 7
PROP O'DONNELL STREET CL
R/W PER TPM 38256
E NICOLET ST CL
IMPROVEMENTS BY OTHERS
PROPOSED IMPROVEMENTS PROP R/W
℄
PROPERTY LINE
1 1
2 STA:10+00.00 (O'DONNELL STREET)
STA:00+00.00 E. NICOLET ST 7+00 8+00 9+00
10+00
11+00 12+00 13+00 14+00 15+00 16+00
2238
2236
2234
2232
2224
2226
2228
2230
2222
39.0' 39.0'
28.0'
5.0' 5.0'
26.0' ROAD
EX ESMT
L7
PR BANNING ELECTRIC
SUBSTATION EASEMENT
EX. 40' WIDE SOUTHERN
PACIFIC LAND COMPANY
EASEMENT, RECORDED
10/19/1966, INST. # 53726
55.1'
78.0'
28.0' 6.0' 6.0'
3 R45.0'
PROP R/W
EX ROAD EASEMENT, RECORDED
5/17/2011, INST. #2011-0216635.
EX ROAD EASEMENT, RECORDED
11/1212011, INST. # NO.
2011-0402632
39.0'
PROP CL
O'DONNELL STREET GEOMETRIC DATA
L7
LENGTH
520.52'
LINE/CHORD DIRECTION
N0°42'27"E
R T
X X
R R
SD
D
S
W W
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - BY OTHERS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
WATER LINE
WILSON STREET GEOMETRIC DATA
LENGTH LINE/CHORD DIRECTION R T
L4 500.00' S89°39'25"E
422
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 16
NORTH
MATCHLINE SEE SHEET
7 MATCHLINE SEE SHEET 9
PRELIMINARY STORM IMPROVEMENT NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:1 PG July 03, 2024 03:53:40pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 2
3 8
9 1
2 4
5 GRADING PLAN 1
6 EXISITING 16' EASEMENT FOR SOUTHERN CALIFORNIA GAS COMPANY AND SOUTHERN COUNTIES GAS COMPANY.
EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT
COMMUNICATIONS COMPANY.
EXISTING 20.0'(VARIES) STREET CONSTRUCTION AND MAINTENANCE EASEMENT AGREEMENT.
EXISITING 16' ROAD DEDICATION TO THE CITY OF BANNING.
EXISITING EASEMENT NO. 2018-0219574.
PROPOSED STORMDRAIN PIPE
PROPOSED STORM INLET
PROPOSED STORMDRAIN MANHOLE
PROPOSED STORM CURB INLET
FW FW FW FW FW FW FW FW FW FW
S
S
SD SD SD
SD SD SD SD SD SD SD SD SD SD
D
6''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
S
S
S S S S S S S S S S S
FW FW FW
SD SD SD
SD SDD SD SD
D
S
S
D
D
SD
SD SD SD SD SD SD
FW FW FW
FW FW
FW FW
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
FW FW FW FW FW FW FW FW FW FW
S
S
SD SD SD
SD SD SD SD SD SD SD SD SD SD
D
6''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
S
S
S S S S S S S S S S S
FW FW FW
SD SD SD
SD SDD SD SD
D
S
S
D
D
SD
SD SD SD SD SD SD
FW FW FW
FW FW
FW FW
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
FW FW FW FW FW FW FW FW FW FW
S
S
SD SD SD
SD SD SD SD SD SD SD SD SD SD
D
6''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
S
S
S S S S S S S S S S S
FW FW FW
SD SD SD
SD SDD SD SD
D
S
S
D
D
SD
SD SD SD SD SD SD
FW FW FW
FW FW
FW FW
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
FW FW FW FW FW FW FW FW FW FW
S
S
SD SD SD
SD SD SD SD SD SD SD SD SD SD
D
6''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
S
S
S S S S S S S S S S S
FW FW FW
SD SD SD
SD SDD SD SD
D
S
S
D
D
SD
SD SD SD SD SD SD
FW FW FW
FW FW
FW FW
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
FW FW FW FW FW FW FW FW FW FW
S
S
SD SD SD
SD SD SD SD SD SD SD SD SD SD
D
6''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
S
S
S S S S S S S S S S S
FW FW FW
SD SD SD
SD SDD SD SD
D
S
S
D
D
SD
SD SD SD SD SD SD
FW FW FW
FW FW
FW FW
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY VAN
X X X X
X X
X
>
>
>
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY VAN
X X X X
X X
X
>
>
>
G
G
G
G
G
D
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
GB GB GB GB GB GB GB
GB GB GB GB GB GB GB
GB
GBGBGBGBGBGB
GB GB
GB
GB GB GB GB
GB
GB
GB
GB GB
GB
GB
GB GB
GB GB
APN: 532-030-010
O'DONNELL STREET
EX GAS LINE
PROP R/W
PROP R/W
PROP R/W
PROP SIDEWALK
PROP CURB &
GUTTER
BY OTHERS
PROP R/W
PER APN 532-030-010
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
APN: 532-030-015
EX CURB INLET
EX WTR
EQUIPMENT
PROP. R/W
EX STORM MANHOLE
PL
2230
2242
2244
2220
2230
2240
2240
2240
2250
2240
2230
2240
2230
2240
2240
2240
2250
2242
2236
2238
2232
2234
2236
2238
2230
2226
2228
2232
2222
2224
2224
2220
2218
2222
2224
2226
2242
2244
2254
2256
2258
2200
40+00
41+00
42+00
2210
2207
2208
2209
2211
2203
2220
2225
2230
2235
2240
2245
2250
2255
40.0'
195.0'
TYP
12.0'
TYP
55.0'
TYP
40.0'
TYP
2202
9 2
1 1
16+00
17+00
18+00
19+00
20+00
21+00
22+00
1 TYP
TYP
0.9% 0.9%
2.3%
2.2%
2.2%
30.5%
2.2%
3 3
8 TRAILER
PARKING AREA
PHASE 1
PR ACCESSIBLE
PARKING (TYP)
PR TRASH
ENCLOSURE
PR FENCE (TYP)
2237
2238
2239
2241
2243
2244
2248
2249
2252
2256
2201
2202
2203
2204
2201
2 TYP
2 TYP
2205
78.0'
56.0'
28.0'
28.0'
5.5'
5.5'
PR UNDERGROUND
FIRE TANK (IF
REQUIRED)
FS 2200.80
FS 2200.20
FS 2201.30
FS 2203.86
FS 2202.09
FS 2208.81
FS 2202.12
FS 2200.80
FS 2201.29
FS 2200.20
FS 2204.80
FS 2201.94
FS 2245.08
FS 2200.80
FS 2201.20
FS 2203.68
24.0'
1.0%
12.0'
TYP
FS 2203.24
FS 2203.90
FS 2202.30
2:1
2:1
2:1
6:1
2:1
2 TYP
1 4
TYP
1 TYP
4 TYP
4 TYP
1 TYP
FS 2200.60
30.0'
TYP
30.0'
TYP
2.0%
FS 2201.10
FS 2205.73
FS 2205.00
2.0% 1.5%
1.0%
FS 2200.20 FS 2200.20
FS 2200.20
2250
2215
2220
2225
2230
2235
2240
2203
2200
2200
2220
2225
2230
2235
2240
2245
2215
2210
2205
20.4%
FS 2201.50
FS 2201.60
FS 2199.80
FS 2202.04
6:1
PR OFFICE
PR TRUCK
BAY (TYP)
FFE=2204.80
4 TYP
4 TYP
ADA PATH
ADA PATH
35.2%
2:1
BW 2202.39
TW 2202.39
BW 2202.39
TW 2204.83
FS 2204.14
2210
2215
2220
2225
2230
2200
2200
2205
2210
2215
2220
2225
2230
2235
2240
2245
FS-HP 2203.06
RIBBON
GUTTER (TYP) 4.0'
1.5%
1.0%
2.0%
EX ROAD EASEMENT, RECORDED
5/17/2011, INST. #2011-0216635.
EX ROAD EASEMENT, RECORDED
11/12/2011, INST. # NO. 2011-0402632
CONCRETE
FLUME (TYP)
CONCRETE
FLUME (TYP)
CONCRETE
FLUME (TYP)
2245
2250
2255
2244
2246
2247
2248
2249
2251
2252
2253
2254
2256
TYP
5 TYP
TYP
1 2243
2240
2236
2237
2238
2239
2241
FL 2242.59
2250
2246
2247
2248
2249
2251
2252
2253
STORM DRAIN PER
TPM 38256
60.0'
TYP
135.0'
TYP
RIM 2206.62
IE 24" IN 2198.12 (E)
IE 24" OUT 2198.12 (W)
RIM 2204.59
IE 18" OUT 2198.33 (N)
RIM 2203.79
IE 24" IN 2193.83 (E)
IE 36" OUT 2193.83 (S)
RIM 2202.14
IE 42" IN 2191.09 (E)
IE 42" OUT 2190.99 (S)
RIM 2201.30
IE 36" IN 2191.43 (E)
IE 36" IN 2191.83 (N)
IE 42" OUT 2191.33 (W) RIM 2200.06
IE 36" IN 2191.91 (E)
IE 18" IN 2193.31 (S)
IE 36" OUT 2191.81 (W)
RIM 2199.97
IE 18" OUT 2195.47 (N)
RIM 2204.86
IE 24" IN 2195.58 (E)
IE 18" IN 2196.08 (S)
IE 24" OUT 2195.58 (W)
RIM 2199.24
IE 36" IN 2193.10 (E)
IE 36" OUT 2193.00 (W)
RIM 2199.24
IE 36" IN 2192.66 (E)
IE 36" OUT 2192.56 (W)
RIM 2199.24
IE 36" IN 2192.22 (E)
IE 36" OUT 2192.12 (W)
RIM 2233.18
IE 18" OUT 2233.02 (NE)
IE 54" OUT 2231.52 (S)
IE 54" OUT 2231.52 (N)
RIM 2257.35
IE 18" OUT 2251.35 (NE) 2245
2242
2243
2244
2246
2247
2248
2249
FS 2206.03
4 RIM 2243.17
IE 18" IN 2238.39 (SW)
TYP
4 X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
423
0 GRAPHIC SCALE IN FEET
40 20 40 80
NORTH
MATCHLINE SEE SHEET
8 MATCHLINE SEE SHEET 17
MATCHLINE SEE SHEET
6 EASEMENTS
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:2 PG July 08, 2024 01:19:58pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 2
4 5
1 2
9 GRADING PLAN 2
7 PROPOSED STORMDRAIN PIPE
PROPOSED STORM INLET
PROPOSED STORMDRAIN MANHOLE
PROPOSED STORM CURB INLET
EXISITING 16' EASEMENT FOR SOUTHERN CALIFORNIA GAS COMPANY AND SOUTHERN COUNTIES GAS COMPANY.
EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT
COMMUNICATIONS COMPANY.
EXISITING EASEMENT NO. 2018-0219574.
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
6''W
6''W
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
D D
SD SD SD SD SD SD SD SD
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
12''W 12''W
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
6''W
6''W
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
D D
SD SD SD SD SD SD SD SD
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
12''W 12''W
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
6''W
6''W
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
D D
SD SD SD SD SD SD SD SD
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
12''W 12''W
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
6''W
6''W
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
D D
SD SD SD SD SD SD SD SD
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
12''W 12''W
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
6''W
6''W
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
D D
SD SD SD SD SD SD SD SD
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
12''W 12''W
>
>
>
>
>
>
> > > > > >
>
>
>
X X X X
X
X
X
X
X
X
X
>
>
>
>
>
>
> > > > > >
>
>
>
X X X X
X
X
X
X
X
X
X
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB
GB GB GB
GB
GB
GB
GBGBGBGB GBGB
GB
GB
GB
GB
GB
GB
GB
GBGBGBGB GBGB
GB
GB
GB
GB
GB
GB
GB
GBGBGBGB GBGB
GB
GB
GB
GB
GB
GB
GB
GB
2220
2212
2214
2216
2218
2222
2224
2210
2206
2208
2212
2214
2210
2220
2230
2204
2206
2208
2212
2214
2216
2218
2222
2224
2226
2228
2222
2224
2226
2228
2230
2226
2228
2232
2210
2212
2214
2216
2210
2202
2204
2206
2208
2200
2196
2198
2202
2204
2220
2218
2222
2210
2210
2210
2210
2210
2210
2210
2212
2212
2212
2212
2212
2212
2212
2214
2214
2214
2214
2214
2214
2214
2214
2214
2216
2216
2216
2216
2216
2216
2216
2216
2216
2230
2227
2228
2229
2231
2232
2233
2225
2222
2223
2224
2220
2217
2218
2219
46+00
47+00
48+00
49+00
50+00
51+00
52+00
2200
2210
2210
2211
2212
2213
2214
2210
2215
2209
2212
2211
2214
2213
2210
2215
2212
2211
2213
2214
2216
2217
2215
2220
12.0'
TYP
55.0'
TYP
40.0'
TYP
2 TYP
5 TYP
0.9% 0.9%
2.2%
3.0%
2.2%
9 9
1 1
2 PR FENCE (TYP)
2220
2225
2230
2218
2219
2221
2222
2223
2224
2226 2227 2228
2229
2231
2232
2233 2234
1 TYP
12.0'
TYP
FS 2201.29 FS 2201.29
FS 2200.80
FS 2210.07
FS 2214.79
FS 2216.70
FS 2217.08
FS 2201.29
FS 2200.20
FS 2200.80
FS 2201.29
FS 2200.20
FS 2215.85
12.0'
TYP
55.0'
TYP.
2 TYP
2 TYP
2 TYP
2 TYP
2 TYP
2 TYP
2 TYP
2 TYP
FS 2200.20 FS 2200.20
2.1%
4 TYP
4 TYP
FS 2215.10 FS 2215.74 FS 2216.18
FS 2214.17 FS 2214.81 FS 2215.25
FS 2200.20 FS 2200.20 FS 2200.20 FS 2200.20 FS 2200.20 FS 2200.20 FS 2200.20 FS 2200.20 2200
2200
2200
2200
2200
2.1%
5:14:1
4:1
PR TRUCK
BAY (TYP)
ADA PATH
ADA PATH
ADA PATH
BW 2202.39
TW 2204.94
BW 2202.39
TW 2203.44
2220
2225
2230
2235
2200 2200 2200
2200
2200
2200
2215
2210
2215
2210
1.0%
2.0%
1.0% 2.0%
2215
2214
2216
2236
2235
20.0'
12.0'
TYP
195.0'
TYP
60.0'
TYP
60.0'
TYP
195.0'
TYP
95.0'
TYP
40.0'
TYP
RIM 2214.07
IE 24" OUT 2209.57 (N)
RIM 2212.16
IE 24" IN 2206.69 (E)
IE 24" OUT 2206.69 (W)
RIM 2213.90
IE 24" IN 2209.42 (S)
IE 24" OUT 2209.42 (W)
RIM 2209.43
IE 24" IN 2202.40 (E)
IE 24" OUT 2202.40 (W)
RIM 2209.12
IE 18" OUT 2202.72 (N)
RIM 2209.01
IE 24" IN 2201.75 (E)
IE 18" IN 2202.25 (S)
IE 24" OUT 2201.75 (W)
RIM 2199.24
IE 18" OUT 2194.74 (W)
RIM 2199.24
IE 18" IN 2194.40 (E)
IE 24" OUT 2194.30 (W)
RIM 2199.24
IE 24" IN 2193.97 (E)
IE 24" OUT 2193.87 (W)
RIM 2199.24
IE 24" IN 2193.53 (E)
IE 36" OUT 2193.43 (W)
RIM 2199.24
IE 18" OUT 2194.74 (E)
RIM 2199.24
IE 18" IN 2194.40 (W)
IE 24" OUT 2193.90 (E)
RIM 2199.24
IE 24" IN 2193.57 (W)
IE 24" OUT 2193.57 (E)
RIM 2199.24
IE 24" IN 2193.23 (W)
IE 36" OUT 2192.23 (E)
RIM 2199.24
IE 36" IN 2191.90 (W)
IE 36" OUT 2191.80 (E)
RIM 2221.23
IE 24" IN 2215.71 (W)
IE 18" IN 2215.60 (NW)
IE 18" IN 2215.60 (SW)
IE 24" OUT 2215.62 (E)
RIM 2221.26
IE 18" OUT 2216.75 (NE)
RIM 2237.25
IE 18" OUT 2232.43 (NE)
2218
2219
TYP
FS 2210.78
THIS AREA IS DESIGNATED FOR
MITIGATION OF BIOLOGICAL RESOURCES.
DESIGN OF MITIGATION AREA WILL BE
PERFORMED IN FINAL ENGINEERING
5 TYP
5 TYP
4 TYP
1 TYP
PROP R/W
APN: 532-030-015
PROP R/W
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
APN: 532-030-015
EX GAS LINE
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
424
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 10
NORTH
MATCHLINE SEE SHEET
7 EASEMENTS
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:3 PG July 08, 2024 01:20:47pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
GRADING PLAN 3
8 1 PROPOSED STORMDRAIN PIPE
2 PROPOSED STORM INLET
4 PROPOSED STORMDRAIN MANHOLE
5 PROPOSED STORM CURB INLET
6 PROPOSED HEADWALL
EXISITING 16' EASEMENT FOR SOUTHERN CALIFORNIA GAS COMPANY AND SOUTHERN COUNTIES GAS COMPANY.
1 EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT COMMUNICATIONS COMPANY.
2 9 EXISITING EASEMENT NO. 2018-0219574.
S
S
FW FW
FW FW FW FW FW FW FW FW FW
S
S
SD SD SD SD SD SD
D
D
S S S S S S S S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
S
S
FW FW
FW FW FW FW FW FW FW FW FW
S
S
SD SD SD SD SD SD
D
D
S S S S S S S S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
S
S
FW FW
FW FW FW FW FW FW FW FW FW
S
S
SD SD SD SD SD SD
D
D
S S S S S S S S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
S
S
FW FW
FW FW FW FW FW FW FW FW FW
S
S
SD SD SD SD SD SD
D
D
S S S S S S S S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
S
S
FW FW
FW FW FW FW FW FW FW FW FW
S
S
SD SD SD SD SD SD
D
D
S S S S S S S S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
X X
X X X X X X X X X X
X X
>
>
>
>
>
>
>
>
> > > > > > > >
>
>
>
>
>
> >
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
> >
>
>
>
>
>
>
> > >
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X X
X X X X X X X X X X
X X
>
>
>
>
>
>
>
>
> > > > > > > >
>
>
>
>
>
> >
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
> >
>
>
>
>
>
>
> > >
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
GB GB
GB
GB
GB
GB
GBGBGBGB GBGB
GB
GB
GB
GB
GB
GB
GB
GB
GB
WILSON STREET
℄
PROPERTY LINE
PROP R/W
PROP R/W
APN: 532-030-015
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
PROPERTY LINE
ROAD CENTERLINE
PROP R/W
EX GAS LINE
PROP R/W
PROP R/W
PROP STORM LINE
ROAD CENTERLINE
PROP. CURB & GUTTER
2202 PROP R/W
2204
2206
2204
2190
2200
2182
2184
2186
2188
2192
2194
2196
2198
2202
2182
2184
2186
2192
2192
2194
2196
2194
2198
2190
2186
2188
2192
2194
2196
2174
2174
2176
2176
2176
2210
2188
2190
2192
2196
2198
2200
2202
2204
2206
2198
2186
2184
2180
2178
2182
2182
2182
2184
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
2180
2185
2190
2188
2189
2191
2192
2193
2194
18.0'
FS 2200.40
FS 2200.70
4 TYP
3.4%
2.8%
25.2%
4.6%
2.7%
2 2
9 9
1 1
PR TRASH
ENCLOSURE
2200
2200
2205
2201
2202
2203 2204
2206
2195
2194
2190
2188
2189
2191
2210
2209
2211
2212
EX. POWER POLE
POLE ID NO. 6
EL: 2174.84
SCE# 1320739E
FS 2201.30
FS 2200.20
FS 2200.80
FS 2186.16
FS 2188.23
FS 2187.05
FS 2189.75
FS 2208.44
FS 2199.89
FS 2189.16
FS 2193.15
FS 2195.51
FL 2196.89
FL 2185.67
FL 2183.79
FS 2204.42
FS 2197.82
FS 2184.72
FL 2196.89
FL 2193.44
FL 2188.72
FL 2183.29
FS 2184.13
FS 2189.27
FS 2196.77
FS 2200.20
FS 2192.86
FS 2193.95
FS 2193.66
FS 2200.20 1
TYP
TYP 1
FS 2200.20
FS 2200.80
FS 2200.60 40.0' TYP
111.8'
FS 2206.92
FS 2200.20
3.2%
FS 2200.20
FS 2199.48 FS 2197.88
FS 2192.35
FS 2191.39
FS 2190.61
FS 2188.49
2200
2200
2200
2197
2199
2198
FS 2192.19
FS 2193.15
S88°35'33"E 2745.24'
N0°04'18"E
1096.14'
S88°35'33"E 2745.24'
PR CHANNEL
PR TRUCK PR OFFICE
BAY (TYP)
2:1
2:1
4 TYP
4 TYP
ADA PATH
ADA PATH
ADA PATH
6 BW 2202.39
TW 2202.67
BW 2200.69
TW 2199.88
PR SITE FENCE
2185
2190
2195
2200
2190
2195
2200
2191
2192
2193
2194
2196
2197
2198
2199
2201
2200 FS 2200.20
2205
2190
2195
2195
2205
2205
THIS AREA IS DESIGNATED FOR
MITIGATION OF BIOLOGICAL RESOURCES.
DESIGN OF MITIGATION AREA WILL BE
PERFORMED IN FINAL ENGINEERING
2 TYP
2 TYP
1.0%
PR PUBLIC STORM
DRAIN EASEMENT
TYP 5
5 TYP
5 TYP
5 TYP
4 TYP
4 TYP
2200
2205
2185
2190
2195
2191
2192
2193
2194
2200
2205
2210
2197
2198
2199
2201
2202
2203
2204
2206
2207
2208
2211
2209
2185
2190
2184
2186
2187
2188
2189
20.0'
20.0'
20.0'
20.0'
2205
2203
2202
2204
2207
2206
RIM 2199.63
IE 36" IN 2190.37 (W)
IE 36" OUT 2190.27 (E)
RIM 2199.24
IE 36" IN 2191.46 (W)
IE 36" OUT 2191.36 (E)
RIM 2199.24
IE 36" IN 2191.02 (W)
IE 36" OUT 2190.92 (E)
RIM 2199.24
IE 36" IN 2190.59 (W)
IE 36" OUT 2190.49 (E)
RIM 2193.35
IE 36" IN 2184.85 (W)
IE 36" OUT 2184.75 (E)
RIM 2189.81
IE 36" IN 2181.89 (W)
IE 36" OUT 2181.79 (E)
RIM 2179.06
IE 24" IN 2163.71 (NW)
IE 48" IN 2162.71 (N)
IE 48" OUT 2162.61 (S)
RIM 2176.09
IE 48" OUT 2176.00 (E)
RIM 2184.73
IE 24" IN 2178.47 (W)
IE 18" IN 2179.37 (SW)
IE 18" IN 2179.37 (NW)
IE 24" OUT 2178.33 (E)
RIM 2185.91
IE 18" OUT 2181.39 (SE)
RIM 2185.13
IE 18" OUT 2180.61 (NE)
RIM 2195.97
IE 18" OUT 2191.46 (NE)
RIM 2196.56
IE 18" OUT 2192.04 (SE)
RIM 2195.57
IE 24" IN 2189.31 (W)
IE 18" IN 2190.21 (NW)
IE 18" IN 2190.21 (SW)
IE 24" OUT 2189.17 (E)
RIM 2211.56
IE 24" IN 2205.00 (W)
IE 18" IN 2205.92 (NW)
IE 18" IN 2205.92 (SW)
IE 24" OUT 2204.89 (E)
RIM 2212.32
IE 18" OUT 2207.81 (SE)
RIM 2211.97
IE 18" OUT 2207.45 (NE)
3.6%
RIM 2174.41
IE 48" IN 2155.26 (N)
IE 48" OUT 2155.10 (S)
4 TYP
4 TYP
TYP
TYP
TYP
5 5
4 WILSON STREET
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
425
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 11
NORTH
MATCHLINE SEE SHEET 6
PRELIMINARY GRADING IMPROVEMENT NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:4 PG July 03, 2024 03:54:56pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
GRADING PLAN 4
9 EXISTING 20.0'(VARIES) STREET CONSTRUCTION AND MAINTENANCE EASEMENT AGREEMENT.
3 EXISTING 20.0' ELECTRICAL EASEMENT FOR SOUTHERN CALIFORNIA EDISON COMPANY.
7 8 EXISITING 16' ROAD DEDICATION TO THE CITY OF BANNING. 1 PROPOSED STORMDRAIN PIPE
2 PROPOSED STORM INLET
4 PROPOSED STORMDRAIN MANHOLE
5 PROPOSED STORM CURB INLET
FM
FW
FW
FM
FW
FW
W
W
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
FW FW FW FW FW FW FW FW FW FW FW FW
D
D
D SD SD SD SD SD SD SD SD SD SD SD SD
S
FM
FW
FW
FM
FW
FW
W
W
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
FW FW FW FW FW FW FW FW FW FW FW FW
D
D
D SD SD SD SD SD SD SD SD SD SD SD SD
S
FM
FW
FW
FM
FW
FW
W
W
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
FW FW FW FW FW FW FW FW FW FW FW FW
D
D
D SD SD SD SD SD SD SD SD SD SD SD SD
S
FM
FW
FW
FM
FW
FW
W
W
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
FW FW FW FW FW FW FW FW FW FW FW FW
D
D
D SD SD SD SD SD SD SD SD SD SD SD SD
S
FM
FW
FW
FM
FW
FW
W
W
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
FW FW FW FW FW FW FW FW FW FW FW FW
D
D
D SD SD SD SD SD SD SD SD SD SD SD SD
S
VEHICLE
ELECTRIC
ADA VAN
CHARGING
ONLY VAN
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
CHARGING
VEHICLE
ELECTRIC
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
VEHICLE
ELECTRIC
ADA VAN
CHARGING
ONLY VAN
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
CHARGING
VEHICLE
ELECTRIC
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
D
GB GB GB GB GB GB GB GB GB GB GB GB
GB GB GB GB GB GB GB GB GB GB GB GB
GB GB
GB GB GB GB
GB GB GB GB GB GB GB GB GB GB
GB GB GB GB GB GB GB GB
O'DONNELL STREET
APN: 532-030-010
PL
IMPROVEMENTS
BY OTHERS
PROP R/W
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
PROP R/W
2238
2250
2248
2252
2230
2240
2250
2220
2222
2222
2222
2224
2226
2250
2248
2252
2214
2216
2230
2234
2236
2234
2230
2212
2214
2210
2210
2212
2212
2214
2214
2214
2210
2210
2210
2212
2212
2212
2212
2212
2212
2214
2214
2214
2214
2214
2214
2216
2216
2216
2216
2216
2216
36+46
35+00
36+00
2205
2203
2204
2221
19.0'
9.0'
TYP
TYP
30.0'
TYP
24.0'
TYP
56.0'
10+00
11+00
12+00
13+00
14+00
15+00
19.5%
35.0%
2.2%
8 7
3 1
TYP
1.5%
PR ACCESSIBLE
PARKING (TYP)
PR EV PARKING (TYP)
PR EV PARKING (TYP)
PR ACCESSIBLE
PARKING (TYP)
PR ACCESSIBLE EV
PARKING (TYP)
2225
2230
2222
2223
2224
2226
2227
2228
2229
2231
2232
2233
2234 78.0'
56.0'
28.0'
28.0'
6.0'
6.0'
EX. POWER POLE
POLE ID NO. 1
EL: 2216.48
SCE# 1320733E
EXISTING POWER POLE
OUTSIDE PROPERTY LIMITS
(2223.54EL)
SCE#: 1645758E
FS 2203.41
FS 2205.67 FS 2203.68 FS 2204.14
FS 2203.38 FS 2204.62
FS 2204.53 FS 2203.38
FS 2204.92 FS 2203.68
FL 2221.88
FL 2222.64
FL 2222.23
FS 2204.87
FS 2203.99
FS 2204.74
FS 2204.07
FS 2204.56
FS 2206.16
FS 2204.14
2:1
2:1
3:1
4 TYP
TG 2202.02
FS 2202.75
2 TYP
2 TYP
FS 2203.05
FS 2204.57
2 TYP
4 TYP
4 TYP
1 TYP
1 TYP
30.0'
TYP
19.0'
9.0'
TYP
TYP
30.0'
TYP
30.0'
TYP
24.0'
TYP
24.0'
TYP
24.0'
TYP
2.0%
2.0%
2.0%
FS 2202.55
2.0%
2.0% 1.4% 1.3%
2.0% 1.7% 1.5%
2.0% 1.1%
1.3% 1.5%
2203
2203
2203
2205
2205
2210
2215
2220
2225
2230
FS 2203.86
FS 2203.86
FS 2203.86
FS 2203.86
FFE=2204.80
FFE=2204.80
FFE=2204.80
FFE=2204.80
FFE=2204.80
FFE=2204.80
ADA PATH
2205
2210
2215
2220
2225
2204
2204
2203
2203
2205
2204
2203
2203
2203
2203
FS 2221.35
2210
2215
2220
FS 2220.49
FS-HP 2203.04
FS-HP 2203.05
FS-HP 2203.06
RIBBON
GUTTER (TYP)
4.0'
RIBBON GUTTER (TYP)
4.0'
1.5%
EX. 40' WIDE SOUTHERN
PACIFIC LAND COMPANY
EASEMENT, RECORDED
10/19/1966, INST. # 53726
EX ROAD EASEMENT,
RECORDED 10/08/2010,
INST. #2010-0485664.
EX ROAD EASEMENT, RECORDED
5/17/2011, INST. #2011-0216635.
EX ROAD EASEMENT, RECORDED
11/12/2011, INST. # NO. 2011-0402632
TYP
1 2235
5 TYP
4 TYP
RIM 2202.48
IE 42" IN 2190.41 (N)
IE 18" IN 2195.97 (NW)
IE 42" OUT 2190.31 (S)
RIM 2202.30
IE 48" IN 2189.10 (N)
IE 18" IN 2195.50 (NW)
IE 48" OUT 2189.00 (S)
RIM 2202.29
IE 42" IN 2189.82 (N)
IE 18" IN 2195.58 (NW)
IE 48" OUT 2189.72 (S)
RIM 2202.25
IE 18" OUT 2196.20 (SE)
RIM 2202.02
IE 18" OUT 2195.73 (SE)
RIM 2202.02
IE 18" OUT 2195.80 (SE)
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
426
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 8
NORTH
MATCHLINE SEE SHEET 13
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:5 PG July 08, 2024 11:55:24amK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
GRADING PLAN 5
10 1 PROPOSED STORMDRAIN PIPE
4 PROPOSED STORMDRAIN MANHOLE
5 PROPOSED STORM CURB INLET
6 PROPOSED HEADWALL
FW FW FW FW FW FW FW FW FW FW FW FW
SD
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW
SD
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW
SD
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW
SD
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW
SD
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
D
VAN
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
X
X
X
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV VAN
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
X
X
X
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV
F
F
F
F
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
GB
GB GB
GB
GB GB GB GB GB GB GB GB GB
GB GB GB GBGB GB GB GB
GB GB GB GB
GB GB GB GB GB
℄
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
PROP R/W
FUTURE COTTONWOOD
ROAD CENTERLINE
PROP R/W
PROP R/W
PROP R/W
2182
2184
2186
2170
2180
2172
2174
2176
2178
2160
2170
2162
2164
2166
2168
2172
2174
2174
2174
2174
2174
2174
2176
2176
2176
2176
2176
2160
2170
2158
2162
2164
2166
2168
2172
2176
2191
2165
2170
2175
2180
2185
2190
2195
2191
2192
2193
2194
2195
2194
2196
9.0'
TYP
19.0'
TYP
40.0' TYP
2 5
TYP
5 TYP
1 TYP
4.0%
1.0%
PR ACCESSIBLE
PARKING (TYP)
PR ACCESSIBLE EV
PARKING (TYP)
PR EV PARKING (TYP)
PR ACCESSIBLE EV
PARKING (TYP)
EX. POWER POLE
POLE ID NO. 5
EL: 2182.19
SCE# 1320737E
FS 2196.71
FS 2196.14
FS 2186.43
FS 2187.55
FS 2187.27
FS 2196.45
FS 2189.26
FS 2193.35
FS 2193.06
FS 2193.53
FS 2194.32 FS 2193.12
FS 2194.68 FS 2192.92
FS 2194.78 FS 2193.02
FS 2192.74
FS 2195.86
FS 2189.39
FS 2189.21
FS 2194.58
FS 2194.70
FS 2193.25
FS 2189.81
FS 2189.11
FS 2189.68
FS 2190.00
FS 2196.13
3:1
2:1
4:1
5 5
1 TYP
1 TYP
1.0%
4 TYP
1 TYP
FS 2197.54
FS 2197.50
FS 2197.32
1.5% 4.0%
30.0'
TYP
30.0'
TYP
19.0'
TYP
19.0'
TYP
24.0'
TYP
9.0'
TYP
19.0'
TYP
30.0'
TYP
30.0'
TYP
19.0'
TYP
19.0'
TYP
24.0'
TYP
FS 2195.54
FS 2195.23
24.0'
TYP
FS 2185.54
FS 2185.94
FS 2185.51
FS 2191.22
FS 2196.35
FS 2196.25
FS 2190.94
FS 2188.70
FS 2188.45
FS 2194.78
1.5% 4.0%
4.0%
3.1%
1.5% 6.7%
N0°04'18"E
1096.14'
FFE=2204.80
FFE=2204.80
FFE=2204.80
FFE=2204.80
FFE=2204.80
FFE=2204.80
1 TYP
4 TYP
4 TYP
4 TYP
4 TYP
ADA PATH
2170
2175
2180
2185
2187
2188
2189
2190
2189
2191
2192
2193
1.5%
4.32%
6.91%
5 TYP
2165
2170
2164
2166
2167
2168
2169
2171
2172
2173
2174
3.0%
PR EV PARKING (TYP)
2197
RIM 2192.74
IE 18" OUT 2188.25 (E)
RIM 2190.49
IE 42" IN 2175.57 (N)
IE 18" IN 2185.81 (E)
IE 42" OUT 2175.57 (S)
RIM 2189.11
IE 18" OUT 2184.61 (E)
RIM 2188.31
IE 42" IN 2176.22 (N)
IE 18" IN 2181.34 (W)
IE 42" OUT 2176.22 (S)
RIM 2187.81
IE 42" IN 2176.37 (N)
IE 18" IN 2178.37 (E)
IE 42" OUT 2176.37 (S)
RIM 2185.44
IE 42" IN 2177.08 (N)
IE 18" IN 2179.08 (W)
IE 42" OUT 2177.08 (S)
RIM 2185.05
IE 36" IN 2177.66 (W)
IE 18" IN 2179.20 (E)
IE 42" OUT 2177.20 (S)
RIM 2153.90
IE 48" IN 2153.90 (N)
RIM 2190.66
IE 18" OUT 2186.86 (W)
RIM 2187.98
IE 18" OUT 2183.48 (W)
RIM 2185.22
IE 18" OUT 2180.72 (W)
6 FUTURE CALTRANS R/W
SCE POLE
PROP
DRAINAGE
OUTFALL
STRUCTURE
FUTURE COTTONWOOD ROAD
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
427
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 9
NORTH
MATCHLINE SEE SHEET 12
EASEMENTS
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/3/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:6 PG July 03, 2024 03:55:38pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/3/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 4
5 6
3 6
GRADING PLAN 6
11 PROPOSED STORMDRAIN PIPE
PROPOSED STORMDRAIN MANHOLE
PROPOSED STORM CURB INLET
PROPOSED HEADWALL
EXISTING 20.0'(VARIES) STREET CONSTRUCTION AND MAINTENANCE EASEMENT AGREEMENT.
EXISTING 20' PUBLIC UTILITY EASEMENT FOR COACHELLA VALLEY ICE AND ELECTRIC POWER COMPANY.
FW FW FW FW FW FW FW FW FW
X
X
X
FW
FW
FW
FW
SD
S
S
S S
S
S
S
S S S S S
W
W
W
W
FM FM FM FM FM FM FM
FM
FM
FM
FM
FW
FW FW FW FW FW
FW FW FW FW
W
W W W W W
W
W
W
W
SS
S
SD SD SD SD
D
D
SD
SD
SD
SD
SD SD SD SD
D
D
SD
SD SD
S
S
S
S
S
S
FM
FM
FM
FM
FM
FM
FM
FM
FM
SD
FW FW FW FW FW FW FW FW FW
X
X
X
FW
FW
FW
FW
SD
S
S
S S
S
S
S
S S S S S
W
W
W
W
FM FM FM FM FM FM FM
FM
FM
FM
FM
FW
FW FW FW FW FW
FW FW FW FW
W
W W W W W
W
W
W
W
SS
S
SD SD SD SD
D
D
SD
SD
SD
SD
SD SD SD SD
D
D
SD
SD SD
S
S
S
S
S
S
FM
FM
FM
FM
FM
FM
FM
FM
FM
SD
FW FW FW FW FW FW FW FW FW
X
X
X
FW
FW
FW
FW
SD
S
S
S S
S
S
S
S S S S S
W
W
W
W
FM FM FM FM FM FM FM
FM
FM
FM
FM
FW
FW FW FW FW FW
FW FW FW FW
W
W W W W W
W
W
W
W
SS
S
SD SD SD SD
D
D
SD
SD
SD
SD
SD SD SD SD
D
D
SD
SD SD
S
S
S
S
S
S
FM
FM
FM
FM
FM
FM
FM
FM
FM
SD
FW FW FW FW FW FW FW FW FW
X
X
X
FW
FW
FW
FW
SD
S
S
S S
S
S
S
S S S S S
W
W
W
W
FM FM FM FM FM FM FM
FM
FM
FM
FM
FW
FW FW FW FW FW
FW FW FW FW
W
W W W W W
W
W
W
W
SS
S
SD SD SD SD
D
D
SD
SD
SD
SD
SD SD SD SD
D
D
SD
SD SD
S
S
S
S
S
S
FM
FM
FM
FM
FM
FM
FM
FM
FM
SD
FW FW FW FW FW FW FW FW FW
X
X
X
FW
FW
FW
FW
SD
S
S
S S
S
S
S
S S S S S
W
W
W
W
FM FM FM FM FM FM FM
FM
FM
FM
FM
FW
FW FW FW FW FW
FW FW FW FW
W
W W W W W
W
W
W
W
SS
S
SD SD SD SD
D
D
SD
SD
SD
SD
SD SD SD SD
D
D
SD
SD SD
S
S
S
S
S
S
FM
FM
FM
FM
FM
FM
FM
FM
FM
SD
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
>
>
>
>
>
>
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
>
>
>
>
>
>
D
GB GB GB GB GB GB GB
GB GB GB
GB GB GB GB GB GB GB GB
GB
GB GB GB GB GB GB GBGBGB
GB
GB
GB
GB
GB
GBGB
GB
GB
PROPERTY LINE
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
2180
2190
2200
2178
2182
2184
2186
2188
2192
2194
2196
2198
2190
2200
2184
2182
2188
2186
2194
2192
2196
2198
2202 2204
2206
2200
2210
2194
2196
2198
2202
2204
2206
2208
2200
2202
2204
2194
2196
2198
2192
2194
2210
2202
2204
2206
2208
2212
2214
2216
2218
2210
2210
2210
2210
2210
2212
2212
2212
2214
2214
2214
2216
2216
2216
2180
2185
2195
2210
2215
2206
2207
2209
2208
2211
2212
2213
2214
2216
2203
2203
2204
2204
2203
2201
2202
2190
2195
2190
2195
2200
55.0'
TYP
12.0'
TYP
140.0'
TYP
4+79
5+00
6+00
7+00
8+00
9+00
1.0%
2.3%
11.3%
1.0%
5 TYP
1 TYP
0.1%
3 6
PR TRASH
ENCLOSURE
2199
2198
FS 2197.59
FS 2204.11
FS 2204.15 FS 2200.80
FS 2200.20
FS 2200.80
FS 2196.81
BW 2198.47
TW 2198.47
BW 2191.63
TW 2197.91
BW 2187.70
TW 2197.97
FS 2197.37
FS 2198.40
FS 2197.82
FS 2198.60
FS 2196.14
FS 2198.96
FS 2202.86
FL 2208.69
FS 2205.54 FS 2203.29
FS 2209.62
FS 2206.40
FS 2199.89
40.0'
40.0'
FS 2212.75
FS 2214.48
FS 2219.58
FS 2218.70
FL 2202.88
FS 2203.02
FS 2202.91
FS 2202.93
FS 2196.81
1.2%
5 TYP
PR RETAINING
WALL
FS 2198.60
FS 2211.72
30.0'
20.0'
8.0%
8:1
25:1
3:1
4 TYP
4 TYP
9.0'
TYP
24.0'
TYP
1 TYP
PROPOSED
SEWER LIFT
STATION
FS 2203.86
6 6
24.0'
TYP
24.0'
TYP
30.0'
TYP
30.0'
TYP
19.0'
TYP
1.0%
FS 2198.04
FS 2200.20
FS 2198.60
FS 2203.86
FL 2210.45
FS 2211.18
FS 2202.01
FS 2202.18
2.8% 5.0%
4.0%
4.0%
1.0%
2195
2205
2200
N0°42'27"E
520.52'
PR OFFICE
BASIN A
PROVIDED STORAGE = 133,546 CF
BASIN BTM = 2186
14.0'
TYP
60.0'
1 TYP
4 TYP
4 TYP
ADA PATH
ADA PATH
ADA PATH
2210
2207
2208
2209
2211
2212
2215
2216
2217
2218
2215
2220
2210
2210
2205
2205
2200
2190
2205
RIBBON GUTTER (TYP)
4.0'
2.4%
2.0%
FS/HP 2197.37
6 TYP
2.0%
EX 20' COACHELLA VALLEY ICE AND
ELECTRIC POWER COMPANY, RECORDED
12/08/1915 IN BOOK 435 OF DEEDS, PAGE 203.
PR BANNING ELECTRIC
SUBSTATION EASEMENT
PR PUBLIC STORM
DRAIN EASEMENT
PR BANNING ELECTRIC
SUBSTATION
PR TRUCK
BAY (TYP)
2180
2185
2175
2180
FL 2213.00
FL 2209.70
FS 2211.58
FS 2202.88
RIM 2202.32
IE 48" IN 2188.19 (N)
IE 18" IN 2198.61 (W)
IE 48" OUT 2188.09 (S)
RIM 2202.22
IE 18" OUT 2196.63 (E)
RIM 2202.06
IE 18" IN 2196.25 (W)
IE 48" IN 2187.73 (N)
RIM 2201.98 IE 48" OUT 2187.63 (SE)
IE 18" OUT 2196.41 (E)
RIM 2197.87
IE 18" OUT 2193.37 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2196.61
IE 24" IN 2180.25 (NW)
IE 24" OUT 2180.15 (SE)
RIM 2186.00
IE 24" OUT 2181.00 (SE)
RIM 2188.19
IE 48" IN 2186.00 (NW)
RIM 2198.80
IE 18" IN 2189.94 (W)
IE 18" IN 2189.94 (S)
IE 18" OUT 2189.94 (E)
RIM 2198.80
IE 18" IN 2192.06 (S)
IE 18" OUT 2192.06 (E)
RIM 2194.55
IE 24" IN 2178.14 (NW)
IE 24" OUT 2178.14 (SE)
RIM 2188.41
IE 24" IN 2174.54 (W)
IE 24" OUT 2174.54 (E)
RIM 2205.44
IE 54" IN 2193.29 (W)
IE 54" OUT 2193.19 (E)
RIM 2199.68
IE 54" IN 2182.91 (W)
IE 54" OUT 2182.81 (E)
RIM 2187.13
IE 54" IN 2180.30 (W)
IE 54" OUT 2180.20 (E)
4 TYP
4 TYP
4 TYP
RIM 2192.28
IE 54" IN 2181.60 (W)
IE 54" OUT 2181.50 (E)
4 TYP
RIM 2210.63
IE 54" IN 2197.41 (N)
IE 54" OUT 2197.41 (S)
2211.55
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
428
0 GRAPHIC SCALE IN FEET
40 20 40 80
NORTH MATCHLINE SEE SHEET 13MATCHLINE SEE SHEET 11
EASEMENTS
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits. FOR REVIEW ONLY Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L
BEFOR YOU
D IG
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:7 PG July 08, 2024 01:13:22pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
GRADING PLAN 7
12 1 PROPOSED STORMDRAIN PIPE
3 PROPOSED INFILTRATION BASIN
5 PROPOSED STORM CURB INLET
6 PROPOSED HEADWALL
EXISTING 20' PUBLIC UTILITY EASEMENT FOR COACHELLA VALLEY ICE AND ELECTRIC POWER COMPANY.
6 FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
S SDSDSDSDSDSDSDSDSD
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
S SDSDSDSDSDSDSDSDSD
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
S SDSDSDSDSDSDSDSDSD
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
S SDSDSDSDSDSDSDSDSD
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
S SDSDSDSDSDSDSDSDSD
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB
GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGBGB
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
2190
2184
2186
2188
2192
2194
2194
2180 2172
2170
2168
2166
2164 2178 2176 2174
2160
2158
2162
2164
2166 2168
2170 2174 2172 2176
2172
2180
2180
2182
2184
2186
2188
2180
2178
2182
2184
2186
2180
2192
2194
2200
2194
2196
2198 2180
2180
2182 2182
2174 2176
2172
2174
2174
2174
2174
2174
2174
2174
2174
2176
2176
2176
2176
2176
2176
2176
2176
2176
2176
2176 2178
2178
2200
2198
2199
2200
2198
2199
2180 2180
2185
2165
2170
2175
2180 55.0' TYP
12.0'
TYP 140.0' TYP 21752170
2165
PR RETAINING
WALL 2165 2170
2165
2170
2175
2180
2160
2165
2170
2155
2160
2165 2.0% 1.0% 1.0% 1.0%
3 2.6% 2.6%
1.0%
5 TYP
6 BASIN B
PROVIDED STORAGE = 531,660 CF
BASIN BTM = 2164 BASIN C
PROVIDED STORAGE = 139,327 CF
BASIN BTM = 2158 BASIN D
PROVIDED STORAGE = 198,937 CF
BASIN BTM = 2155
3 3
FS 2200.19
FS 2200.80
BW 2187.70
TW 2197.97
BW 2187.70
TW 2198.09
BW 2187.70
TW 2198.21
BW 2187.70
TW 2198.33
BW 2187.70
TW 2198.45
BW 2187.70
TW 2198.37
BW 2187.70
TW 2198.25
BW 2187.70
TW 2198.13
BW 2187.70
TW 2198.01
BW 2187.70
TW 2197.95
FS 2196.81 FS 2196.81
1.0%
FS 2196.81 5 FS 2196.81 5 TYP 5 TYP
FS 2200.20 FS 2200.20 FS 2200.20
3 13:1 2:1 2:1 3:1 3:1 3:1 3:1 3:1 3:1
3:1
3:1
3:1
8.0% 3:1
6 1.0% 1.0% 1.0%
TYP
1.0% 1.0%
FS 2198.60 FS 2198.60 FS 2198.60 FS 2198.60 FS 2198.60 FS 2198.60 FS 2198.60 FS 2198.60 FS 2198.60 2185
2180
2175
2170
2165
2175
2180
2185
2170
2175
2180
2185
2160
2165
2198 2198 2198
FS 2200.80
PR TRUCK
BAY (TYP)
14.0'
TYP 60.0'
EMERGENCY
OUTLET/OVERFLOW
EMERGENCY
OUTLET/OVERFLOW
1 TYP
1 1 TYP
TYP
6 TYP
6 TYP
6 TYP 2.0%
FS/HP 2197.37 FS/HP 2197.37 FS/HP 2197.37
6 TYP
2180 2165
2165
2165
RIM 2197.81
IE 18" OUT 2193.31 (N) RIM 2197.81
IE 18" OUT 2193.30 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N) RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2198.80
IE 48" IN 2172.62 (E)
IE 18" IN 2175.12 (S)
IE 48" OUT 2172.62 (W)
RIM 2198.80
IE 48" IN 2172.29 (E)
IE 18" IN 2174.79 (S)
IE 48" OUT 2172.29 (W)
RIM 2198.80
IE 48" IN 2171.95 (E)
IE 18" IN 2174.45 (S)
IE 48" OUT 2171.95 (W)
RIM 2198.80
IE 48" IN 2171.62 (E)
IE 18" IN 2174.12 (S)
IE 48" OUT 2171.62 (W)
RIM 2198.80
IE 48" IN 2171.28 (E)
IE 18" IN 2173.78 (S)
IE 48" OUT 2171.28 (W)
RIM 2198.80
IE 48" IN 2170.94 (E)
IE 18" IN 2173.44 (S)
IE 48" OUT 2170.94 (W)
RIM 2198.80
IE 48" IN 2170.61 (E)
IE 18" IN 2173.11 (S)
IE 48" OUT 2170.61 (W)
RIM 2198.80
IE 48" IN 2170.27 (E)
IE 18" IN 2172.77 (S)
IE 48" OUT 2170.27 (W)
RIM 2198.80
IE 18" IN 2187.70 (W)
IE 18" IN 2187.70 (S)
IE 18" OUT 2187.70 (E)
RIM 2166.33
IE 24" IN 2164.07 (W)
IE 24" OUT 2164.07 (NE)
RIM 2165.90
IE 24" IN 2164.00 (SW)
RIM 2164.00
IE 24" OUT 2160.05 (E)
RIM 2159.76
IE 24" IN 2158.00 (W)
RIM 2158.00
IE 24" OUT 2155.35 (E)
RIM 2156.77
IE 24" IN 2155.00 (W)
RIM 2165.73
IE 72" IN 2164.00 (N)
RIM 2198.80
IE 48" IN 2170.09 (E)
IE 18" IN 2186.66 (W)
IE 72" OUT 2168.09 (S)
6 PROP
DRAINAGE
OUTFALL
STRUCTURE
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
429
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 10
NORTH MATCHLINE SEE SHEET 12
EASEMENTS
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits. FOR REVIEW ONLY Engineer P.E. No. Date
Prepared for Concept Plan submittal
11/5/2024
EUGENE D. COWAN III
86803
CA
L
BEFOR YOU
D IG
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:8 PG November 05, 2024 08:46:15amK:\RIV_LDEV\194455002 - Banning Logistics\CAD\Preliminary\Grading Plan.dwg 11/5/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 3
4 5
2 6
GRADING PLAN 8
13 PROPOSED STORMDRAIN PIPE
PROPOSED INFILTRATION BASIN
PROPOSED STORMDRAIN MANHOLE
PROPOSED STORM CURB INLET
EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT
COMMUNICATIONS COMPANY.
EXISTING 20' PUBLIC UTILITY EASEMENT FOR COACHELLA VALLEY ICE AND ELECTRIC POWER COMPANY.
FW FW FW FW FW FW FW FW FW FW FW FW SDSD
S S S S S S S S S S
S
S
D
D
SD SD SD SD SD D
SD
SD
SD SD
S
S SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW SDSD
S S S S S S S S S S
S
S
D
D
SD SD SD SD SD D
SD
SD
SD SD
S
S SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW SDSD
S S S S S S S S S S
S
S
D
D
SD SD SD SD SD D
SD
SD
SD SD
S
S SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW SDSD
S S S S S S S S S S
S
S
D
D
SD SD SD SD SD D
SD
SD
SD SD
S
S SD
SD
SD
SD
D
FW FW FW FW FW FW FW FW FW FW FW FW SDSD
S S S S S S S S S S
S
S
D
D
SD SD SD SD SD D
SD
SD
SD SD
S
S SD
SD
SD
SD
D VAN
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X X
X X VAN
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X X
X X
F
F
FO
FO
FO
FO
FO
FO
FO
GB GB GB GB GB GB GBGB GB
GB
GB GB
GB GB GB GB GB GB GB GBGBGBGB GB
PROPERTY LINE
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
FUTURE COTTONWOOD
ROAD CENTERLINE
PROP R/W
PROP R/W
2170
2164
2166
2168
2172
2174
2150
2160
2144
2146
2148
2152
2154
2156 2158
2162
2160
2156 2158
2162
2152
2154
2156
2158
2140
2138
2150
2148
2146
2152 2154 2156
2160
2152
2154
2156
2158
2162
2174
2176
2174
2200
2199
2155
2160
2165 2170
2175
2180
2185
2190
2195
2170
2175
2180
2185
2190
2195
2160
2165
2170
2175
2180 55.0' TYP
12.0'
TYP
2 1.0% 3.0% 2.0% 1.0%
6 PR ACCESSIBLE
PARKING (TYP)
PR TRASH
ENCLOSURE
2155
2160
2165
2170
2175
2180
2185
2190
10.0'
52.2'
FS 2197.13
FS 2200.80
FS 2200.20
FS 2196.57
FS 2193.85
FS 2196.67
BW 2187.70
TW 2198.05
BW 2187.70
TW 2198.17
BW 2193.34
TW 2198.47
FS 2196.81 5 TYP
PR RETAINING
WALL
END RETAINING
WALL
3 2:1 2:1
4:1
3:1 3:1
2:1
1.0% 2.4%
FS 2199.25
6 FS 2197.80
30.0' TYP
FS 2199.50
FS 2195.79
1.9%
0.9% 1.0%
FS 2198.60 FS 2198.60
FS 2197.15
FS 2197.60
FS 2195.17
FS 2194.41
FS 2198.58
FS 2199.85 0.4%
4.2%
2.0%
2198
N0°04'18"E
1096.14'
FS 2200.80
PR OFFICE
PR TRUCK
BAY (TYP)
FFE=2204.80
14.0'
TYP 60.0'
40.0'
1 TYP
4 TYP
4 TYP
4 TYP
BASIN D
PROVIDED STORAGE = 198,937 CF
BASIN BTM = 2155
ADA PATH
FS 2194.65
2195
2194
2196
FS 2193.88 60.0'
FS/HP 2197.37
5.5%
FS 2190.61
RIDGE 140.0' TYP 1.9%
7.0%
2200
2197
2198 2199
2195
2193
2194
2195
2197
2155
2160
2165
2170
2153
2154
2156
2157
2158
2159
2161
2162
2163 2164
2166 2167 2168
2169
2171
2172
RIM 2198.07
IE 42" IN 2174.55 (NE)
IE 48" OUT 2174.05 (W)
RIM 2197.84
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2197.81
IE 18" OUT 2193.31 (N)
RIM 2198.80
IE 48" IN 2173.56 (E)
IE 18" IN 2176.06 (S)
IE 48" OUT 2173.56 (W)
RIM 2196.27
IE 42" IN 2174.80 (NE)
IE 42" OUT 2174.80 (SW)
RIM 2193.05
IE 42" IN 2175.22 (N)
IE 42" OUT 2175.22 (SW) RIM 2198.80
IE 48" IN 2173.30 (E)
IE 18" IN 2175.80 (S)
IE 48" OUT 2173.30 (W)
RIM 2198.80
IE 48" IN 2172.96 (E)
IE 18" IN 2175.46 (S)
IE 48" OUT 2172.96 (W) FUTURE COTTONWOOD ROAD
PROP
DRAINAGE
OUTFALL
STRUCTURE
55.0'
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
430
0 GRAPHIC SCALE IN FEET
40 20 40 80
NORTH
MATCHLINE SEE SHEET 15
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/15/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:9 PG July 15, 2024 11:00:43amK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/15/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
GRADING PLAN 9
14 1 PROPOSED STORMDRAIN PIPE
5 PROPOSED STORM CURB INLET
6''W
6''W
6''W
6''W
12''W 12''W
6''W
6''W
6''W
6''W
12''W 12''W
6''W
6''W
6''W
6''W
12''W 12''W
6''W
6''W
6''W
6''W
12''W 12''W
6''W
6''W
6''W
6''W
12''W 12''W
> > > > > > > > > > > > > > > > > >
>
>
> > > > > > > > > > > > > > > > > > > > >
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
>
> > > > > > > > > > > > > > > > > > > > >
>
>
> > > > > > > > > > > > > > >
G G
G G G G G
G
G
W W W W W W W W W W W W W
W W W W W
F
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ZZZZZZ
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ZZZZZZ
2334
2320
2330
2322
2324
2326
2328
2322
2324
2326
2328
2320
2312
2314
2316
2318
2322
2300
2310
2296
2298
2302
2304
2306
2308
2312
2314
2316
2318
2296
2310
2320
2302
2304
2306
2308
2312
2314 2316
2318
2322
15+00
16+00
17+00
18+00
19+00
20+00
21+00 22+00 23+00 24+00
2300
2305
2310
2315
2320
2297
2298
2299
2301
2302
2303
2304
2306
2307
2308
2309
2311
2312
2313
2314
2316
2317
2318
2319
2321
2322
2325
2325
2325
2305
2310
2310
2310
PL
FS 2323.74
FS 2320.06
FS 2311.07
FS 2308.28
FL 2299.88
FS 2320.82
FS 2310.42
FS 2300.64
FS 2320.82
FS 2300.64
FS 2310.42
S89°39'25"E 2164.30'
2:1
120:1
1.0%
30.0'
MODIFIED DRIVEWAY
APPROACH PER C-209
R=35'
2320
PR BASIN
2325
2323
2324
2326
2327
2300
2295
2291
2292
2293
2294
2297
2296
APN: 532-030-008 PROP R/W
PROPERTY LINE
2300
2305
2310
2315
2320
2299
2298
2297
2303
2302
2301
2304
2307
2306
2308
2309
2311
2312
2313
2314
2316
2318
2317
2319
2322
2321
2323
FL 2309.13 FL 2308.27
3.2%
3.2% 3.2%
3.2%
3.0%
2.0%
4.5%
4.9%
4.6%
3.0%
WILSON STREET
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
431
0 GRAPHIC SCALE IN FEET
40 20 40 80
NORTH
MATCHLINE SEE SHEET 16
MATCHLINE SEE SHEET 14
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/15/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:10 PG July 15, 2024 11:01:15amK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/15/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
GRADING PLAN 10
15 1 PROPOSED STORMDRAIN PIPE
5 PROPOSED STORM CURB INLET
6 PROPOSED HEADWALL
6''W6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W6''W6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W6''W6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W6''W6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W6''W6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W >
>
> > > > > > > > > > > > > > >
>
>
>
>
>
> > > > > > >
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > >
>
> > > > > > > > > > > > > > >
>
>
>
>
>
> > > > > > >
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > G G
G G
G G G
G G G
W W
W W W W W W W
W W W W W W W
W
W W
ZZZZ
ZZZZZZZZZZZZZZZZZZZZZZZZZ
Z
Z
Z
Z
Z
Z
ZZZZZZZZ
ZZZZ
ZZZZZZZZZZZZZZZZZZZZZZZZZ
Z
Z
Z
Z
Z
Z
ZZZZZZZZ
WILSON STREET
APN: 532-030-008
APN: 532-110-010 FUTURE IMPROVEMENT BY OTHERS
PROP R/W
PROP R/W
PROPERTY LINE
EX WATER LINE
EX GAS LINE
PROP R/W
PROP. MEDIAN
PROP. CURB & GUTTER
PROPERTY LINE
2290
2300
2310
2286
2284
2288
2292
2294
2296
2298
2302
2304
2306
2308
2270
2280
2290
2264
2266
2268
2272
2274
2276
2278
2282
2284
2286
2288
2292
2294
2270
2280
2272
2274
2276
2278
2282
2284
2286
2280
2276
2278
2268
2266
2264
2294
2296
2298
2284
2286
2288
25+00 26+00
27+00
28+00 29+00
30+00
31+00 32+00 33+00 34+00
2270
2275
2280
2285
2290
2295
2266
2267
2268
2269
2271
2272
2273
2274
2276
2277
2278
2279
2281
2282
2283
2284
2286
2287
2288
2289
2291
2292
2293
2294
2296
2305
2275
2275
2275
3.0% 3.0% 3.0% 2270
2265
2280
2275
2285
2267
2266
2264
2263
2262
2261
2276
2274
2273
2272
22712269
2268
2284
2283
2282
22812279
2278
2277
2289
2288
2287
2286
FL 2278.16
FS 2278.92
FS 2266.77 FS 2269.07
FS 2273.99
S89°39'25"E 2164.30'
13:1
26:1
2285
2285
PR PUBLIC STORM
DRAIN EASEMENT
PR BASIN
BASIN E
PROVIDED STORAGE = 8,638 CF
BASIN BTM = VARIES
PR PUBLIC STORM
DRAIN EASEMENT
2285 2280
2270
2265
2275
2267
2266
2269
2268
2271
2272
2273
2274
2276
2277
2285
2290
2295
2284
2287
2286
2293
2292
2291
2289
2288
2294
3.2%
3.2% 3.2%
3:13:1
3:1
3:1
4:1
5:1
6 1 2260
RIM 2278.25
IE 48" OUT 2265.71 (SE)
IE 48" OUT 2265.71 (NW)
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
432
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET 6
NORTH
MATCHLINE SEE SHEET 17
MATCHLINE SEE SHEET 15
EASEMENTS
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:11 PG July 08, 2024 01:21:27pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 4
5 6
1 2
9 GRADING PLAN 11
16 PROPOSED STORMDRAIN PIPE
PROPOSED STORMDRAIN MANHOLE
PROPOSED STORM CURB INLET
PROPOSED HEADWALL
EXISITING 16' EASEMENT FOR SOUTHERN CALIFORNIA GAS COMPANY AND SOUTHERN COUNTIES GAS COMPANY.
EXISITING COMMUNICATION SYSTEMS EASEMENT FOR US SPRINT
COMMUNICATIONS COMPANY.
EXISITING EASEMENT NO. 2018-0219574.
6''W
6''W
6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W6''W 6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W6''W 6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W6''W 6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W6''W 6''W12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W >
>
> > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
>
> > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
G G G G G
G G G G
G
W W W
E E FO FO FO
ZZZ
ZZZZZZZ
WILSON DRIVE WILSON STREET
APN: 532-030-009
PROP R/W
PROPERTY LINE
ROAD CENTERLINE
EX GAS LINE
LOT LINE
PROP. R/W
PROPOSED CONCRETE CHANNEL
PROP. MEDIAN
PL
PROP. R/W
2250
2270
2260
2242
2244
2246
2248
2252
2254
2256
2262
2258 2264
2266
2268
2272
2274
2250
2246
2252
2248
2248
2250
2242
2244
2246
2248
2252
22422236
2244
2260
2270
2254
2256
2258
2262
2264
2266
2268
2260
2262
2264
2266
2262
2260
35+00
36+00
37+00
38+00
39+00 40+00
41+00
42+00 43+00
44+00
2240
2245
2250
2255
2237
2238
2239
2241
2242
2243
2244
2246
2247
2248
2249
2251
2252
2253
2254
2256
2257
2258
2265
2265
2270
2260
2259
2261
2245
2245
20.0'
2 9 1 23+00
1 24+00
1 TYP
FL 2248.43
FL 2242.14
FS 2253.66
FS 2245.08
FS 2259.34
FS 2246.28
FS 2237.74
FL 2234.46
FL 2245.36
FL 2257.64
2234
2233
56.0'
2235
2250
2245
2240
2236
2234
2233
2232
2237
2246
2244
2243
2242
2241
2239
2238
2251
2249
2248
2247
FS 2259.32
FS 2260.56
FS 2261.81
FS 2261.22
FL 2257.08 FL 2252.54
FS 2259.42
FS 2245.08
S88°35'33"E 2745.24'
1:1
2235
2250
2255
PR PUBLIC STORM
DRAIN EASEMENT
5 TYP
5 TYP
5 TYP
5 TYP
5 TYP
4 TYP
4 TYP
4 TYP
PR BASIN
2235
2236
22512250
2249
2248
2247
2246
2253
2252
PR PUBLIC STORM
DRAIN EASEMENT
2262
2264
2263
2265
2263
2262
2261
2260
2259
2258
2257
2257
2258
RIM 2256.32
IE 18" IN 2250.07 (W)
RIM 2260.90
IE 48" IN 2250.92 (N)
IE 48" OUT 2250.72 (S)
RIM 2236.61
IE 24" IN 2230.16 (W)
IE 18" IN 2231.01 (SW)
IE 18" IN 2231.01 (NW)
IE 24" OUT 2229.96 (E)
RIM 2238.89
IE 18" OUT 2234.02 (SE)
RIM 2237.25
IE 18" OUT 2232.43 (NE)
RIM 2257.13
IE 18" IN 2251.35 (NW)
IE 18" IN 2251.35 (SW)
IE 24" OUT 2250.32 (E)
RIM 2257.35
IE 18" OUT 2252.08 (NE)
RIM 2257.74
IE 18" OUT 2252.46 (SE)
2240
2245
2250
2237
2238
2239
2241
2242
2243
2244
2247
2246
2249
2248
2252
2251
2254
2253
2.2%
2.2%
3.6%
3.6%
3:1
3:1
3:1
3:1
RIM ???
IE 48" IN 2246.56 (N)
IE 48" OUT 2246.56 (S)
4 RIM 2261.24
IE 18" OUT 2247.46 (SE)
5 TYP
X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
433
0 GRAPHIC SCALE IN FEET
40 20 40 80
NORTH
MATCHLINE SEE SHEET 10
MATCHLINE SEE SHEET
8 MATCHLINE SEE SHEET 7
PRELIMINARY STORM IMPROVEMENT NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:12 PG July 08, 2024 01:22:11pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Grading Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 4
5 GRADING PLAN 12
17 PROPOSED STORMDRAIN PIPE
PROPOSED STORMDRAIN MANHOLE
PROPOSED STORM CURB INLET
6''W
6''W
12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
6''W
6''W
12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
6''W
6''W
12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
6''W
6''W
12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
6''W
6''W
12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
>
>
>
>
>
>
>
>
>
>
>
>
>
> > > > > >
>
>
>
>
> >
>
> > > >
X
X
X
X
X
X
X
X
X
X
X X X X
X
X
X
X
>
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
>
>
>
>
>
>
>
>
>
>
>
>
>
> > > > > >
>
>
>
>
> >
>
> > > >
X
X
X
X
X
X
X
X
X
X
X X X X
X
X
X
X
>
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
GB
WILSON STREET
PROPERTY LINE
APN: 532-030-015
PROP R/W
PROP R/W
PROPOSED CONCRETE
CHANNEL
PROP. R/W
PROP. R/W
2202
2204
2206
2210
2204
2206
2208
2212
2214
2228
2230
2240
2226
2228
2232
2234
2236
2238 2242
2220
2212
2214
2216
2218
2222
2224
2226
2228
2212
2214
2216
2218
2220
2218
2222
2240
2236
2238
2242
2210
2210
2210
2212
2212
2212
2214
2214
2214
2214
2216
2216
2216
2216
2216
2230
2227
2228
2229
2231
2232
2233
2225
2222
2223
2224
2220
2217
2218
2219
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
2225
2230
2235
2224
2223
2222
2229
2228
2227
2226
2233
2232
2231
2237
2236
2234
2225
2225
2230
2210
2215
2211
2212
2217
2216
2214
2213
40.0'
FL 2219.02
FL 2218.30
FL 2228.32
FL 2220.69
FL 2218.45
FL 2217.26
FL 2211.19
FS 2229.25
FS 2221.32
FS 2219.19
FS 2211.73
FL 2225.78
FL 2220.94
FL 2218.48
FL 2211.41
FS 2212.34
FS 2221.42 FS 2219.11
FS 2231.90
FL 2229.95
2220
2219221822172216
221522142213
2212
2211
22102209
FS 2208.44
S88°35'33"E 2745.24'
2:1
2:1
MODIFIED DRIVEWAY
APPROACH PER C-209
R=35', W=40'
2210
2215
2225
2220
2215
2215
2220
2220
2225
2225
2215
2220
THIS AREA IS DESIGNATED FOR
MITIGATION OF BIOLOGICAL RESOURCES.
DESIGN OF MITIGATION AREA WILL BE
PERFORMED IN FINAL ENGINEERING
TYP
TYP
5 TYP
5 TYP
4 TYP
TYP
PR BASIN
BASIN F
PROVIDED STORAGE = 68,781 CF
BASIN BTM = 2215
2215
2214
2216
2210
2208
2209
2211
20.0'
20.0'
2205
2206
2207
RIM 2211.56
IE 24" IN 2205.00 (W)
IE 18" IN 2205.92 (NW)
IE 18" IN 2205.92 (SW)
IE 24" OUT 2204.89 (E)
RIM 2212.32
IE 18" OUT 2207.81 (SE)
RIM 2211.97
IE 18" OUT 2207.45 (NE)
RIM 2221.23
IE 24" IN 2215.71 (W)
IE 18" IN 2215.60 (NW)
IE 18" IN 2215.60 (SW)
IE 24" OUT 2215.62 (E)
RIM 2221.93
IE 18" OUT 2217.42 (SE)
RIM 2221.26
IE 18" OUT 2216.75 (NE)
FL 2220.39
FL 2219.58
3.6%
3.4% 1.4%
2.8%
3.6%
3:1
3:1
1 TYP
2218
2219
5 5
4 X X
|| ||
GB GB
R R
D
S
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
PROPOSED CONTOUR
GRADING DAYLIGHT
GRADE BREAK LINE
RIDGE LINE
EXISTING CONTOUR
100 99
STORM LINE
100 99
ASPHALT PAVEMENT - LIGHT
CONCRETE PAVEMENT - HEAVY
ASPHALT PAVEMENT - MEDIUM
CONCRETE PAVEMENT
ASPHALT PAVEMENT - HEAVY
CONCRETE SIDEWALK
LANDSCAPE
STORM DRAIN STRUCTURE
SEWER MANHOLE
FIRE HYDRANT
ASPHALT PAVEMENT - BY OTHERS
LANDSCAPE
PATH OF TRAVEL
434
MATCHLINE SEE SHEET 19
MATCHLINE SEE SHEET 21
NORTH
0 GRAPHIC SCALE IN FEET
40 20 40 80
MATCHLINE SEE SHEET C-28
SANITARY SEWER NOTES
FIRE WATER NOTES
WATER NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:1 PG July 08, 2024 12:39:32pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
1 2
3 8
9 3
5 1
2 4
1 2
5 UTILITY PLAN 1
18 EXISITING 16' EASEMENT FOR SOUTHERN
CALIFORNIA GAS COMPANY AND SOUTHERN
COUNTIES GAS COMPANY.
EXISITING COMMUNICATION SYSTEMS EASEMENT
FOR US SPRINT COMMUNICATIONS COMPANY.
EXISTING 20.0'(VARIES) STREET CONSTRUCTION
AND MAINTENANCE EASEMENT AGREEMENT.
EXISITING 16' ROAD DEDICATION TO THE CITY OF
BANNING.
EXISITING EASEMENT NO. 2018-0219574.
PROPOSED 2" IRRIGATION WATER METER AND
BACKFLOW
PROPOSED 12" WATER PIPE
PROPOSED FIRE HYDRANT
PROPOSED FIRE PIPE
PROPOSED FIRE TANK (IF REQUIRED)
PROPOSED SEWER PIPE
PROPOSED SEWER MANHOLE
PROPOSED SEWER POINT OF CONNECTION
FW FW FW FW FW FW FW FW FW FW
S
S
SD SD SD
SD SD SD SD SD SD SD SD SD SD
D
6''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
S
S
S S S S S S S S S S S
FW FW FW
SD SD SD
SD SDD SD SD
D
S
S
D
D
SD
SD SD SD SD SD SD
FW FW FW
FW FW
FW FW
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
G
G
G
G
G
D
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY VAN
X X X X
X X
X
>
>
>
APN: 532-030-010
O'DONNELL STREET
EX GAS LINE
PROP R/W
PROP R/W
PROP R/W
APN: 532-030-015
PROP SIDEWALK
PROP CURB &
GUTTER
BY OTHERS
PROP R/W
PER APN 532-030-010
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
APN: 532-030-015
EX CURB INLET
EX WTR
EQUIPMENT
PROP. R/W
EX STORM MANHOLE
PL
3 PROP SIDEWALK
1 2
2 2
2 5
1 1 67.0' 12.0'
21.0'
30.0'
12.0'
EX STORM MANHOLE
PL
55.0' 70.0'
9 2
1 1
3 3
8 TRAILER PARKING
AREA - PHASE 1
PR FENCE
(TYP)
4 21.0'
12.0'
5 1
7.0'
23.0' 30.0' 12.0' 26.0'
PR WALL (TYP)
11.0' 29.0' 10.0'
10.0'
1 2
2 PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
20.0' 4.0'
30.0'
11+00
12+00 13+00 14+00 15+00 16+00
RIM 2201.98
IE 8" IN 2175.84 (E)
IE 8" OUT 2175.74 (S)
RIM 2200.67
IE 8" IN 2176.54 (E)
IE 6" IN 2176.25 (S)
IE 8" OUT 2176.44 (W)
RIM 2199.79
IE 8" IN 2177.75 (E)
IE 8" OUT 2177.65 (W)
RIM 2199.83
IE 8" IN 2178.26 (E)
IE 6" IN 2177.89 (S)
IE 8" OUT 2178.16 (W)
2 FIRE HYDRANT
SPACING
R=150' (TYP)
2 2
2 PR WATER LINE
PER TPM 38256
PR STORM DRAIN
PER TPM 38256
FIRE HYDRANT
SPACING
R=150' (TYP)
PR STORM DRAIN
PER TPM 38256
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
435
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 20
MATCHLINE SEE SHEET 18
MATCHLINE SEE SHEET 29
SANITARY SEWER NOTES
FIRE WATER NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:2 PG July 08, 2024 12:39:45pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 2
19 EXISITING 16' EASEMENT FOR SOUTHERN
CALIFORNIA GAS COMPANY AND SOUTHERN
COUNTIES GAS COMPANY.
1 EXISITING COMMUNICATION SYSTEMS EASEMENT
FOR US SPRINT COMMUNICATIONS COMPANY.
2 9 EXISITING EASEMENT NO. 2018-0219574.
1 PROPOSED FIRE HYDRANT
2 PROPOSED FIRE PIPE
1 PROPOSED SEWER PIPE
2 PROPOSED SEWER MANHOLE
5 PROPOSED SEWER POINT OF CONNECTION
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
6''W
6''W
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
D D
SD SD SD SD SD SD SD SD
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
12''W 12''W
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
>
>
>
>
>
>
> > > > > >
>
>
>
X X X X
X
X
X
X
X
X
X
PROP R/W
PROP R/W
℄
1 1
1 1
2 2
1 5
1 34.0'
4.0'
84.0'
9 9
1 1
2 PR WALL (TYP)
21.0'21.0'
5 67.0' 12.0'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
67.0' 12.0'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 RIM 2200.01
IE 8" IN 2179.88 (E)
IE 6" IN 2179.51 (S)
IE 8" OUT 2179.78 (W)
RIM 2199.85
IE 8" IN 2181.50 (E)
IE 8" OUT 2181.40 (W)
RIM 2199.97
IE 8" IN 2182.97 (E)
IE 6" IN 2182.60 (S)
IE 8" OUT 2182.87 (W)
FIRE HYDRANT
SPACING
R=150' (TYP)
2 2 2
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
436
0 GRAPHIC SCALE IN FEET
20 40 80
MATCHLINE SEE SHEET 22
NORTH MATCHLINE SEE SHEET 19
SANITARY SEWER NOTES
FIRE WATER NOTES
EASEMENTS
Not for construction purposes or permits. FOR REVIEW ONLY Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L
BEFOR YOU
D IG
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:3 PG July 08, 2024 12:53:28pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
WATER NOTES
5 1
2 9
1 2
1 2
5 UTILITY PLAN 3
20 PROPOSED 12" WATER PIPE
EXISITING 16' EASEMENT FOR SOUTHERN
CALIFORNIA GAS COMPANY AND SOUTHERN
COUNTIES GAS COMPANY.
EXISITING COMMUNICATION SYSTEMS EASEMENT
FOR US SPRINT COMMUNICATIONS COMPANY.
EXISITING EASEMENT NO. 2018-0219574.
PROPOSED FIRE HYDRANT
PROPOSED FIRE PIPE
PROPOSED SEWER PIPE
PROPOSED SEWER MANHOLE
PROPOSED SEWER POINT OF CONNECTION
S
S FW FW
FW FW FW FW FW FW FW FW FW
S
S
SD SD SD SD SD SD
D
D
S S S S S S S S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
X X
X X X X X X X X X X
X X
>
>
>
>
>
>
>
>
> > > > > > > >
>
>
>
>
> > > >
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
> >
>
>
>
>
>
>
> > >
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
WILSON STREET
℄
PROPERTY LINE
PROP R/W
PROP R/W
APN: 532-030-015
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
PROPERTY LINE
ROAD CENTERLINE
PROP R/W
EX GAS LINE
PROP R/W
PROP R/W
PROP STORM LINE
ROAD CENTERLINE
PROP. CURB & GUTTER
PROP R/W
℄
1 2
2 2
5 1
1 PROP R/W
PR CHANNEL 67.0' 12.0' 61.0'
110.0'
2 2
9 9
1 1
APN: 532-030-009
PR FENCE
(TYP)
EX. POWER POLE
POLE ID NO. 6
EL: 2174.84
SCE# 1320739E
5 37.0' 47.0'
10.0' 33.0' 20.8'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
27+00 28+00 29+00 30+00 31+00
RIM 2199.88
IE 8" IN 2184.59 (E)
IE 6" IN 2184.22 (S)
IE 8" OUT 2184.49 (W) 7.0'
RIM 2199.35
IE 8" IN 2186.06 (E)
IE 8" OUT 2185.96 (W)
2 RIM 2196.28
IE 8" IN 2186.70 (S)
IE 8" OUT 2186.60 (W)
2 FIRE HYDRANT
SPACING
R=150' (TYP)
2 5
20.8'
5.7'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
PR PUBLIC
STORM EASEMENT
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
437
0 GRAPHIC SCALE IN FEET
20 40 80
MATCHLINE SEE SHEET 23
NORTH
MATCHLINE SEE SHEET 18
SANITARY SEWER NOTES
FIRE WATER NOTES
WATER NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:4 PG July 08, 2024 12:40:10pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 4
21 EXISTING 20.0'(VARIES) STREET CONSTRUCTION
AND MAINTENANCE EASEMENT AGREEMENT.
3 EXISTING 20.0' ELECTRICAL EASEMENT FOR
SOUTHERN CALIFORNIA EDISON COMPANY.
7 EXISITING 16' ROAD DEDICATION TO THE CITY OF
BANNING.
8 1 PROPOSED 4" WATER PIPE
2 PROPOSED 4" WATER METER AND BACKFLOW
1 PROPOSED FIRE HYDRANT
2 PROPOSED FIRE PIPE
3 PROPOSED FIRE BACKFLOW PREVENTOR
2 PROPOSED SEWER MANHOLE
3 PROPOSED FORCE MAIN
6 PROPOSED SEWER CLEANOUT
FM
FW
FW
FM
FW
FW
W
W
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
FW FW FW FW FW FW FW FW FW FW FW FW
D
D
D SD SD SD SD SD SD SD SD SD SD SD SD
S
D
VEHICLE
ELECTRIC
ADA VAN
CHARGING
ONLY VAN
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
CHARGING
VEHICLE
ELECTRIC
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
O'DONNELL STREET
APN: 532-030-010
PL
IMPROVEMENTS
BY OTHERS
PROP R/W
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
PROP R/W
1 1
3 2
2 3
2 2
1 2
PL
30.0'
12.0'
30.0'
12.0'
23.0' 12.0'
8 7
3 EX. POWER POLE
POLE ID NO. 1
EL: 2216.48
SCE# 1320733E
EXISTING POWER POLE
OUTSIDE PROPERTY LIMITS
(2223.54EL)
SCE#: 1645758E
23.0' 26.0'
PROPOSED STORM
DRAIN LINE PER
PRELIMINARY GRADING
AND DRAINAGE PLANS
26.0'
12.0'
22.9'
12.0'
0+50 9.6'
1+00
2+00
5+00 6+00 7+00 8+00 9+00 10+00
RIM 2203.79
IE 8" IN 2172.60 (N)
IE 8" OUT 2172.50 (S)
RIM 2203.73
IE 8" IN 2174.22 (N)
IE 8" OUT 2174.12 (S)
2 2
RIM 2217.47
IE 8" IN 2216.74 (SE)
IE 8" OUT 2216.74 (W)
6 RIM 2222.66
IE 8" IN 2219.40 (E)
2 FIRE HYDRANT
SPACING
R=150' (TYP)
FIRE HYDRANT
SPACING
R=150' (TYP)
PROP R/W
PR WATER LINE
PER TPM 38256
PR WATER LINE
PER TPM 38256
PR SEWR LINE
PER TPM 38256
6.0'
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
438
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 25
MATCHLINE SEE SHEET 20
FIRE WATER NOTES
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:5 PG July 08, 2024 12:40:25pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 5
22 1 PROPOSED FIRE HYDRANT
2 PROPOSED FIRE PIPE
FW FW FW FW FW FW FW FW FW FW FW FW
SD
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
F
F
F
F
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
VAN
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
X
X
X
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV
℄
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
PROP R/W
FUTURE COTTONWOOD
ROAD CENTERLINE
PROP R/W
PROP R/W
PROP R/W
℄
1 2
1 2
PROP R/W
LOT LINE
20.0'
20.2'
34.8'
22.5'
EX. POWER POLE
POLE ID NO. 5
EL: 2182.19
SCE# 1320737E
EX. POWER POLE OUTSIDE OF
PROPERTY LIMIT
EL: 2170.40
SCE# 4891703E
1 26.0'
26.0'
10.0'
10.0'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
FIRE HYDRANT
SPACING
R=150' (TYP)
FIRE HYDRANT
SPACING
R=150' (TYP)
12.5'
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
439
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 24
MATCHLINE SEE SHEET 21
SANITARY SEWER NOTES
FIRE WATER NOTES
WATER NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:6 PG July 08, 2024 12:40:39pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 6
23 EXISTING 20.0'(VARIES) STREET CONSTRUCTION
AND MAINTENANCE EASEMENT AGREEMENT.
3 EXISTING 20' PUBLIC UTILITY EASEMENT FOR
COACHELLA VALLEY ICE AND ELECTRIC POWER
COMPANY.
6 1 PROPOSED 4" WATER PIPE
4 PROPOSED WATER POINT OF CONNECTION
1 PROPOSED FIRE HYDRANT
2 PROPOSED FIRE PIPE
1 PROPOSED SEWER PIPE
2 PROPOSED SEWER MANHOLE
3 PROPOSED FORCE MAIN
4 PROPOSED SEWER LIFT STATION
5 PROPOSED SEWER POINT OF CONNECTION
6 PROPOSED SEWER CLEANOUT
FW FW FW FW FW FW FW FW FW
X
X
X
FW
FW
FW
FW
SD
S
S
S S
S
S
S
S S S S S
W
W
W
W
FM FM FM FM FM FM FM
FM
FM
FM
FM
FW
FW FW FW FW FW
FW FW FW FW
W
W W W W W
W
W
W
W
SS
S
SD SD SD SD
D
D
SD
SD
SD
SD
SD SD SD SD
D
D
SD
SD SD
S
S
S
S
S
S
FM
FM
FM
FM
FM
FM
FM
FM
FM
SD
/ //
X X X X X X X X X X X X
X X X X X X X X X
X X X X
/ // / // / //
/ // / //
/ // / //
/ //
/ // / // / // / //
X X X X X X X X X X X X
X X X X X X X X X
X X X X
/ // / // / //
/ // / //
/ // / //
/ //
/ // / // / //
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
>
>
>
>
>
>
PROPERTY LINE
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
2 1
1 2
2 1
5 1
4 1
53.0'
67.0'
12.0'
65.0'
19.0'
12.0'
7.0'
51.0'
39.0'
3 6
PR LIFT
STATION
PROP RETAINING
WALL
3 4
3 12.0'
2 PR DETENTION BASIN
7.0'
4.0'
7.0'
11.0'
12.0'
30.0'
5.0'
5.0'
20.0'
15.0'
40.0'
11.0' 12.0' 10.0'
7.0'
2 2
1 PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
12+36
3+00
4+00
5+00
6+00
7+00 8+00 9+00 10+00
11+00
12+00
1+00
2+00
3+00 4+00
1+00
2+00
3+00 4+00
RIM 2202.90
IE 8" IN 2171.29 (N)
IE 8" OUT 2171.19 (E)
RIM 2201.84
IE 8" IN 2170.72 (W)
IE 6" IN 2198.33 (N)
IE 8" OUT 2170.62 (E)
2 2
RIM 2199.69
IE 6" IN 2171.05 (E)
IE 6" OUT 2170.95 (S)
2 RIM 2198.21
IE 6" IN 2169.93 (N)
IE 6" OUT 2169.83 (SE)
2 RIM 2194.45
IE 8" IN 2193.72 (SE)
IE 8" OUT 2193.72 (W)
RIM 2194.45
IE 8" IN 2193.72 (E)
IE 8" OUT 2193.72 (SW)
6 6
RIM 2194.45
IE 8" IN 2193.72 (NE)
IE 8" OUT 2193.72 (W)
RIM 2204.84 6
IE 8" IN 2200.80 (E)
IE 8" OUT 2200.80 (NW)
6 RIM 2204.70
IE 8" IN 2203.97 (SE)
IE 8" OUT 2203.97 (N)
6 RIM 2215.30
IE 8" IN 2214.57 (S)
IE 8" OUT 2214.47 (NW)
6 FIRE HYDRANT
SPACING
R=150' (TYP)
FIRE HYDRANT
SPACING
R=150' (TYP)
PROP. CURB & GUTTER
RIM 2198.41
IE 6" IN 2170.19 (N)
IE 8" IN 2170.10 (W)
IE 6" OUT 2170.09 (S)
2 RIM 2194.45
IE 8" IN 2193.72 (E)
IE 8" OUT 2193.72 (NW)
RIM 2194.45
IE 8" IN 2193.72 (NE)
IE 8" OUT 2193.72 (W)
6 6
PR BANNING ELECTRIC
SUBSTATION EASEMENT
PR PUBLIC STORM
DRAIN EASEMENT
PR BANNING ELECTRIC
SUBSTATION
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
440
NORTH
0 GRAPHIC SCALE IN FEET
20 40 80
MATCHLINE SEE SHEET 25
MATCHLINE SEE SHEET C-24
SANITARY SEWER NOTES
FIRE WATER NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:7 PG July 08, 2024 12:40:49pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 7
24 EXISTING 20' PUBLIC UTILITY EASEMENT FOR
COACHELLA VALLEY ICE AND ELECTRIC POWER
COMPANY.
6 1 PROPOSED FIRE HYDRANT
2 PROPOSED FIRE PIPE
1 PROPOSED SEWER PIPE
2 PROPOSED SEWER MANHOLE
5 PROPOSED SEWER POINT OF CONNECTION
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW S
SD
SDSDSDSD
SDSD
SD
SD
S S S S S S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X
X X X X X X X X X X X X X X X X X X X X X
X X
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
1 1 1 1
2 2
5 1 1
PROP RETAINING
WALL
PROP. INLET (TYP)
PROP. CURB & GUTTER 6
PROP RETAINING
WALL
67.0' 65.0' 12.0'
7.0'
51.0'
1 PR DETENTION BASIN
PR DETENTION BASIN
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 RIM 2199.82
IE 6" IN 2173.73 (E)
IE 6" IN 2173.36 (N)
IE 6" OUT 2173.63 (W)
2 RIM 2199.82
IE 6" IN 2176.77 (E)
IE 6" IN 2176.40 (N)
IE 6" OUT 2176.67 (W)
RIM 2199.82
IE 6" IN 2179.81 (E)
IE 6" IN 2179.44 (N)
IE 6" OUT 2179.71 (W)
RIM 2199.82
IE 6" IN 2182.91 (E)
IE 6" OUT 2182.81 (W)
2 2 2
FIRE HYDRANT
SPACING
R=150' (TYP)
FIRE HYDRANT
SPACING
R=150' (TYP)
5 5
PROP. CURB & GUTTER
PR DETENTION BASIN
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
441
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 24
MATCHLINE SEE SHEET 22
SANITARY SEWER NOTES
FIRE WATER NOTES
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:8 PG July 08, 2024 12:40:58pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 8
25 EXISTING 20' PUBLIC UTILITY EASEMENT FOR
COACHELLA VALLEY ICE AND ELECTRIC POWER
COMPANY.
6 1 PROPOSED FIRE HYDRANT
2 PROPOSED FIRE PIPE
1 PROPOSED SEWER PIPE
2 PROPOSED SEWER MANHOLE
5 PROPOSED SEWER POINT OF CONNECTION
FW FW FW FW FW FW FW FW FW FW
FW FW
SDSD
S S S S S S S S S S
S
S
D
D
SD SD SD SD SD D
SD
SD
SD SD
S
S
SD
SD
SD
SD
D
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X X
X X X X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X X
X X X X
X X
X X X
F
F
FO
FO
FO
FO
FO
FO
FO
VAN
X
X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X X
X X
PROP. CURB & GUTTER
PROPERTY LINE
PROPERTY LINE
PROPOSED BUILDING
±1,320,284 SF
PE=2204.1
FF=2204.80
FUTURE COTTONWOOD
ROAD CENTERLINE
PROP R/W
LOT LINE
PROP R/W
1 2
2 1
5 LOT LINE
PROP. STORM LINE
LOT LINE
PROP R/W
PR DETENTION BASIN
22.4' 20.2'
34.8'
52.2'
32.6'
6 PR ACCESSIBLE
PARKING (TYP)
PR FENCE (TYP)
67.0'
65.0'
12.0'
7.0'
51.0'
PROP RETAINING
WALL
12.0' 46.3'
12.8'
30.0' 7.0' 23.0'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
16+00 17+00 18+00 19+00
20+00
RIM 2199.82
IE 6" IN 2185.89 (E)
IE 6" IN 2185.52 (N)
IE 6" OUT 2185.79 (W)
RIM 2197.32
IE 6" IN 2188.99 (N)
IE 6" OUT 2188.89 (W)
2 2
FIRE HYDRANT
SPACING
R=150' (TYP)
5 PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
FIRE HYDRANT
SPACING
R=150' (TYP)
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
442
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 27
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:9 PG July 08, 2024 12:41:09pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 9
26 WATER NOTES
5 PROPOSED 12" WATER PIPE
6 PROPOSED 6" WATER PIPE
6''W
6''W
6''W
6''W
12''W 12''W
G G
G G G G G
G
G
W W W W W W W W W W W W W
W W W W W
F
> > > > > > > > > > > > > > > > > >
>
>
> > > > > > > > > > > > > > > > > > > > >
>
>
> > > > > > > > > > > > > > >
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ZZZZZZ
WILSON STREET
APN: 532-030-008
APN: 532-110-009
FUTURE IMPROVEMENT BY OTHERS
PROP R/W
PROP R/W
PROPERTY LINE
EX WATER LINE
EX GAS LINE
FUTURE SIDEWALK (BY OTHERS)
FUTURE CURB & GUTTER (BY OTHERS)
PL
PR PUBLIC
STORM EASEMENT
CAUTION!! EXISTING
GAS LINE CAUTION!! EXISTING
GAS LINE
PR BASIN
6 6
6 30.0' 15.0' 15.0'60.0'
50.0'
5 X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
443
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 28MATCHLINE SEE SHEET 26
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:10 PG July 08, 2024 12:41:19pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
UTILITY PLAN 10
27 WATER NOTES
5 PROPOSED 12" WATER PIPE
6 PROPOSED 6" WATER PIPE
6''W6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W G G
G G
G G G
G G G
W W
W W W W W W W
W W W W W W W
W
W W
>
>
> > > > > > > > > > > > > > >
>
>
>
>
>
> > > > > > >
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > ZZZZ
ZZZZZZZZZZZZZZZZZZZZZZZZZ
Z
Z
Z
Z
Z
Z
ZZZZZZZZ
WILSON STREET
APN: 532-030-008
APN: 532-110-010 FUTURE IMPROVEMENT BY OTHERS
PROP R/W
PROP R/W
PROPERTY LINE
EX WATER LINE
EX GAS LINE
PROP R/W
PROP. MEDIAN
PROP. CURB & GUTTER
PROPERTY LINE
PROP. SIDEWALK
PR PUBLIC
STORM EASEMENT
6 6 6
PR BASIN
PR PUBLIC
STORM EASEMENT
50.0'
20.0'
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
5 X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
444
MATCHLINE SEE SHEET 18
MATCHLINE SEE SHEET 29
MATCHLINE SEE SHEET 27
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
EASEMENTS
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:11 PG July 08, 2024 12:41:30pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
WATER NOTES
UTILITY PLAN 11
28 FIRE WATER NOTES
2 PROPOSED FIRE PIPE
3 PROPOSED FIRE BACKFLOW PREVENTOR
5 PROPOSED 12" WATER PIPE
EXISITING 16' EASEMENT FOR SOUTHERN
CALIFORNIA GAS COMPANY AND SOUTHERN
COUNTIES GAS COMPANY.
1 EXISITING COMMUNICATION SYSTEMS EASEMENT
FOR US SPRINT COMMUNICATIONS COMPANY.
2 9 EXISITING EASEMENT NO. 2018-0219574.
30.0' 15.0' 15.0'60.0'
49.0'
15.0' 19.0' 15.0'
6 PROPOSED 6" WATER PIPE
6''W
6''W
6''W
6''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
G G G G G
G G G G
G
W W W
E E FO FO FO
>
>
> > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ZZZ
ZZZZZZZ
WILSON DRIVE
APN: 532-030-015
WILSON STREET
APN: 532-030-009
PROP R/W
PROPERTY LINE
ROAD CENTERLINE
EX GAS LINE
LOT LINE
PROP. R/W
PROPOSED CONCRETE CHANNEL
PROP. MEDIAN
PL
PROP. R/W
PROP. CURB & GUTTER
PROP. R/W
2 9 1
1 PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
5 PR PUBLIC
STORM EASEMENT
6 6
2 PR WATER
PER TPM 38256
PR BASIN
3 5
20.0'
TYP
X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
445
0 GRAPHIC SCALE IN FEET
20 40 80
NORTH
MATCHLINE SEE SHEET 28
MATCHLINE SEE SHEET 19
MATCHLINE SEE SHEET 20
Not for construction purposes or permits.
FOR REVIEW ONLY
Engineer P.E. No. Date
Prepared for Concept Plan submittal
7/8/2024
EUGENE D. COWAN III
86803
CA
L L
BEFOR YOU
D I G
KEYMAP
29 6/18 7/19
14/26
8/20
9/21 10/22
11/23 12/24 13/25
15/27
16/28
17/29
Plotted By:This document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Perez, Luis Sheet Set:BANNING LOGISTICS PRELIM Layout:12 PG July 08, 2024 12:41:38pmK:\RIV_LDEV\194455002 - banning logistics\CAD\preliminary\Utility Plan.dwg 7/8/2024
BANNING COMMERCE CENTER
W.O. No.
PRELIMINARY DESIGN DR21-7017
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, MO 63105
WATER NOTES
UTILITY PLAN 12
29 5 PROPOSED 12" WATER PIPE
6 PROPOSED 6" WATER PIPE
6''W
6''W
12''W 12''W 12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
>
>
>
>
>
>
>
>
>
>
>
>
>
> > > > > >
>
>
>
>
> >
>
> > > >
X
X
X
X
X
X
X
X
X
X
X X X X
X
X
X
X
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WILSON STREET
PROPERTY LINE
APN: 532-030-015
PROP R/W
PROP R/W
PROPOSED CONCRETE
CHANNEL
PROP. R/W
PROP. R/W
℄
34.0'
4.0'
84.0'
5 5
PROPOSED STORM
DRAIN LINE PER PRELIMINARY
GRADING AND DRAINAGE PLANS
PR PUBLIC
STORM EASEMENT
PR BASIN
6 X X
SD
S S
W W
FW FW
D
S
IRR
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
SETBACK
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
RETAINING WALL
BUILDING OUTLINE
STORM LINE
SEWER LINE
WATER LINE
FIRE WATER LINE
STORM DRAIN STRUCTURE
STORM DRAIN INLET
SEWER MANHOLE
SEWER CLEANOUT
BACKFLOW PREVENTOR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER VALVE
BUILDING CONNECTION
BENDS
SECTIONAL CONTROL VALVE
FIRE POST INDICATOR VALVE
PROPOSED INFILTRATION BASIN
IRRIGATION LINE
POINT OF CONNECTION
446
APPROXIMATE LOCATION OF BOLLARD
PROTECTED TRANSFORMER DRIVE-IN DOOR DRIVE-IN DOOR DRIVE-IN DOOR DRIVE-IN DOOR 447
448
449
450
SHRUBS AREAS
SCIENTIFIC NAME COMMON NAME SIZE QTY
Aloe striata Coral Aloe 5 Gal
678,241
SF
Callistemon v. 'Little John' Little John Weeping
Bottlebrush 5 Gal
Hesperaloe parviflora Red Yucca 5 Gal
Baccharis Twin Peaks Baccharis Twin Peaks 1 Gal
Lantana x 'New Gold' New Gold Lantana 1 Gal @60"
o.c.
Bouteloua gracilis Blue Grama Grass 1 Gal
Leucadendron salignum Conebush 5 Gal
359,152
SF
Leucophyllum frutescens
'Green Cloud'
Green Cloud Texas
Ranger 5 Gal
Ligustrum japonicum
'Texanum' Texas Japanese Privet 5 Gal
Rhaphiolepis indica 'Clara' Clara Indian Hawthorn 5 Gal Convolvulus sabatius Ground Morning Glory 5 Gal
Westringia fruticosa Coast Rosemary 5 Gal
Agave desmettiana 'Variegata' Variegated Smooth
Agave 1 Gal
461,937
SF
Agave x 'Blue Flame' Blue Flame Agave 1 Gal
Rhaphiolepis indica 'Ballerina' Ballerina Indian Hawthorn 1 Gal Cistus salviifolius Sage Rockrose 1 Gal
Yucca filamentosa 'Golden
Sword'
Golden Sword Adam's
Needle 1 Gal
Rosmarinus officinalis
'Prostratus' Dwarf Rosemary 1 Gal @48"
o.c.
BASIN SLOPES
Rhamnus Californica 'Mound
San Bruno'
Mound San Bruno
Coffeeberry 1 Gal
225,507
SF
Baccharis x centennial Centennial Coyote Bush 1 Gal
Baccharis pilularis 'Pigeon
Point'
Pigeon Point Coyote
Brush
1 Gal @60"
o.c.
Juncus patens California Gray Rush 1 Gal
Leymus condensatus 'Canyon
Prince'
Canyon Prince Giant Wild
Rye 1 Gal
Lomandra longifolia 'Breeze' Breeze Mat Rush 1 Gal
BASIN BOTTOM
SCIENTIFIC NAME COMMON NAME SIZE QTY
Carex barbarae Valley Sedge Flats @ 12"
o.c.
105,247
SF Carex praegrcilis California Field Sedge Flats @ 12" o.c.
Carex tumulicola Foothill Sedge Flats @ 12"
o.c.
CAL NATIVE AREAS
Rhus integrifolia Leamonde Berry 5 Gal
88,355
SF
Encelia farinosa Brittlebrush 5 Gal
Ceanothus Wheeler Canyon Wheeler Canyon
Ceanothus 5 Gal
Juncus patens California Gray Rush 1 Gal
Ceanothus horizontalis Carmel Ceanothus 1 Gal @48"
o.c.
CAL NATIVE HYDROSEED
Cal Native Mix Stove Seed Co. Hydroseed
Mix
66,209
SF
STONE
Arizona River Rock 1 1/2"-3"
146,612
SF San Diego Cobble 2"-4"
Sierra Cobble 2"-4"
ENTRY TREE
SYMBOL SCIENTIFIC NAME COMMON NAME SIZE QTY
Parkinsonia x 'Desert
Museum' Desert Museum Palo Verde 36" Box 51
ENTRY ACCENT TREE
Arbutus unedo Strawberry Tree 36" Box
125 Chitalpa x
tashkentensis Chitalpa 36" Box
Cercis occidentalis Western Redbud 36" Box
BUILDING VERTICAL ACCENT TREE
Tristania conferta Brisbane Box 15 GAL
Prunus carolina Cherry Laurel 15 GAL 70
Brachychiton
populneus Bottle Tree 15 GAL
Rhus lancea African Sumac 15 Gal
Chilopsis linearis Desert Willow 15 Gal 167
Prosopis glandulosa Honey Mesquite 15 Gal
PARKING LOT TREE
Laurus noblis Sweet Bay 24" Box
Agonis flexuosa Peppermint Tree 24" Box 321
Podocarpus gracilor Fern Pine 24" Box
Quercus agrifolia Coast Live Oak 36" Box
104
Quercus Ilex Holly Oak 36" Box
OPEN SPACE TREE
Platanus x acerfolia
'Blood Good' London Plane Tree 24" Box
105
Populus fremontii Fremont Cottonwood 24" Box
> > > > > > > > > > > > > > > >
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ADA
ELECTRIC
CHARGING
VEHICLE
ONLY
ELECTRIC
ADA VAN
CHARGING
VEHICLE
ONLY VAN VAN
VAN
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY VAN
ADA VAN
ELECTRIC
VEHICLE
CHARGING
ONLY
ADA
ELECTRIC
VEHICLE
CHARGING
ONLY
ELECTRIC
ADA VAN
CHARGING
VEHICLE
ONLY
ADA
ELECTRIC
CHARGING
VEHICLE
ONLY
ADA
ELECTRIC
CHARGING
VEHICLE
ONLY
ADA
ELECTRIC
CHARGING
VEHICLE
ONLY
X
X
X
X
X
X X X X
X
X
>
>
>
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> > > >
>
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>
> > >
>
>
X
X X
X
X
X
X
X X
X
X X X X X
X
X
X
X
X
X
X
X
X
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>
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>
>
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>
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>
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>
>
>
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
CAV CAV CAV CAV CAV CAV CAV CAV CAV CAV
EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV
EV EV EV EV EV EV EV EV
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
FIRST INDUSTRIAL WAY
PROPOSED
INDUSTRIAL BUILDING
AREA = 1,320,128 SF
WILSON WAY
I-10 FREEWAY
KEY MAP
100 FT FUEL
MODIFICATION
ZONE
SANSONE BANNING INDUSTRIAL
CONCEPTUAL LANDSCAPE PLAN
PREPARED FOR SANSONE GROUP
120 SOUTH CENTRAL, SUITE 500 ST. LOUIS, MO 63105 PH:(314) 727-6664 12/06/22
BASIN
BASIN
BASIN
BASIN
BASIN
BASIN
BASIN
NORTH 0' 120' 240' 360'
MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
MORONGO ROAD
NORTH HATHAWAY
HOFFER STREET
STREET
GILMAN STREET
EAST WILSON STREET
EAST NICOLET STREET
EAST GEORGE STREET
EAST WILLIAMS STREET
EAST RAMSEY STREET
JOHN STREET
10 10
PROJECT
LOCATION
NORTH EVANS
CAL TRANS
DEDICATION
TBD
451
Z
ZZ
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
X
X
X
X X
>
> >
>
> >
>
>
>
X X
X
X
X
X X
X
X
X
X
>
>
>
>
>
>
>
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
SHEET 4 SHEET 5 SHEET 6
SHEET 7 SHEET 8
INTERSTATE 10
O'DONNELL ST
NICOLET ST
WILSON ST
COTTONWOOD RD
PARCEL 2 PARCEL 3
N HATHAWAY ST
LOT "A"
DEDICATION & IMPROVEMENTS PER TPM 38256
PROPOSED BUILDING
FFE=2204.80
PARCEL 1
LOT "A"
LOT "A"
LOT "B"
TENTATIVE PARCEL MAP NO. 38256
PARCEL LINE
LOT "C"
LOT "D"
78.0'
28.0'
1.0'
6.0' 5.0' 10.0' 12.0' 12.0' 10.0'
11.0' 28.0'
39.0'
IMPROVEMENTS PER TPM 38256
N'LY R/W ℄ S'LY R/W W'LY R/W ℄ E'LY R/W
110.0'
43.0'
14.0'
55.0'
39.0'
12.0' 8.0' 8.0' 4.0'
12.0'
1.0'
43.0'
4.0' 8.0' 12.0' 14.0'
1.0'
55.0'
18.0'
RAISED
MEDIAN
12.0'
PAINTED
MEDIAN
2% 2% 2%
2%
5.0' 6.0'
11.0'
2.0'
2.0'
8.0'
12.0'
22.0'
16.5'
37.3'
2% 2%
CURB
SIDEWALK
PROPOSED
PAVEMENT
O'DONNELL ST
DIVIDED COLLECTOR (78' RW)
WILSON ST
ARTERIAL HIGHWAY (110' RW)
CURB
SIDEWALK
PROPOSED
PAVEMENT
SIDEWALK
CURB
PROPOSED
PAVEMENT
FUTURE 36" SCE
TRANSMISSION
POLE
FUTURE 36" SCE
TRANSMISSION
POLE
EXISTING 12"
WATER MAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
WATER
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:Layout1November 04, 2024 04:10:07pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-COVER.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
VICINITY MAP
NOT TO SCALE
N HATHAWAY ST
E RAMSEY ST
PROJECT
N SAN
GORGONIO AVE
HARGRAVE ST
SITE
E LINCOLN ST
E WILSON ST
MORONGO RD
MORONGO RD
VERDUGO RD
COTTONWOOD RD
E THEODORE ST
SANTA
RITA PL
SITE INFORMATION
ASSESSOR'S PARCEL NUMBER (APN) 532-030-008, 532-030-009, 532-080-008, 532-080-010, 532-090-026, 532-090-028,
532-090-030, 532-110-015
Public Roads Classification R/W (ft.)
N HATHAWAY ST Arterial Highway 85-95 (Varies)
Cottonwood Rd Arterial Highway 110
Wilson St Arterial Highway 110
E Nicolet St Divided Collector 78
O'Donnell St Divided Collector 78
PARCEL SUMMARY ACRES
PARCEL 1 (PROPOSED BUILDING PARCEL) 89.50
PARCEL 2 (N'LY OF APN 532-110-001,009,010) 12.36
PARCEL 3 (WEST OF APN 532-080-008) 9.41
LOT "A" / WILSON ST. & O'DONNELL ST. (R/W DEDICATION) 12.02 LOT "B" / COTTONWOOD RD. (R/W DEDICATION) 5.21
LOT "C" CITY UTILITY LOT 1.45
LOT "D" CITY UTILITY LOT 1.34
ZONING INFORMATION
General Plan Land Use & Zoning BP - Business Park
Existing Use Vacant
Industrial Development Standards (Table 17.12.030)
Min. Front Setback (Feet) 10
Min. Rear Setback (Feet) 0
Min. Side Yard Setback (Feet) 0
Min. Street Side (Feet) 10
Max. Bldg. Coverage (%) 75
Maximum Height (stories/feet) 50
Fence/Wall Height (ft.) 8
Industrial Parking Requirements (Table 17.28.040B)
General Offices For up to 2000 square feet of gross floor area, one space for each 200 sq. ft. For 2001 to 7500
square feet of gross floor area, one space for
each 250 sq ft. For over 7500 square feet of gross
floor area, one space for each 300 sq ft.
Industrial warehousing
1—20,000 sq ft Minimum of two spaces plus one space for each 1,000 sq. ft. of gross floor area
Over 20,000 sq ft 22 spaces plus one space per 2,000 sq. ft. for portion over 20,000 sq ft
Trucks One tractor trailer space per 4 high dock doors
Parking Stall Min (W x L) 9' x 19'
Parking Lot Aisle Min 24'
PARKING REQUIRED
Total Auto Parking Required 802
Total Truck Parking Required 50
EVCS ( 9' x 19' ) 120
EVSE ( 9' x 19' ) 41
EVCS ADA Parking ( 9' x 19' ) 4
EVCS ADA Van Accessible Parking ( 12' x 19' ) 2
Ambulatory EVCS Parking ( 11' x 19' ) 5
Total EV 161
Bicycle (5% Short term and 5% Long Term) 82
PARKING PROVIDED
Standard ( 9' x 19' ) 614
Accessible Parking ( 9' x 19' ) 17
Accessible Van Parking ( 12' x 19' ) 3
EVCS ( 9' x 19' ) 120
EVSE ( 9' x 19' ) 41
EVCS ADA parking ( 9' x 19' ) 4
EVCS ADA VAN Accessible Parking ( 12' x 19' ) 2
Ambulatory EVCS Parking (11'x19') 4
TOTAL AUTO PARKING PHASE 1 805
Bicycle (5% Short term and 5% Long Term) 82
Proposed Trailer Parking Phase 1 270
Proposed Trailer Parking (North Lot) 205
Landscaping Summary SF
Required (15% of Net Area of all Parking Area) 20,649
Provided Parking Lot Landscape Area 126,037
NORTH
0 GRAPHIC SCALE IN FEET
250
125 250 500
SHEET INDEX
NO. TITLE
1 COVER SHEET
2 LEGAL DESCRIPTION & EX
EASEMENTS
3 EX PROJECT BOUNDARY
4 MAP SHEET - 1
5 MAP SHEET - 2
6 MAP SHEET - 3
7 MAP SHEET - 4
8 MAP SHEET - 5
9 SITE PHASING
TENTATIVE PARCEL MAP NO. 38576
BANNING COMMERCE CENTER
CITY OF BANNING, CA
November 4, 2024
1 COVER SHEET
PARCEL 1:
LLOYD L. FIELDS
PARCEL 2 & 3:
VULCAN IRON & STEEL CO INC.
425 CASTLE PL
BEVERLY HILLS, 90210
OWNER(S):
SANSONE GROUP
120 S. CENTRAL AVENUE, SUITE 500
ST. LOUIS, 93105
DEVELOPER
KIMLEY-HORN AND ASSOCIATES, INC.
3880 LEMON ST, SUITE 420
RIVERSIDE, CA 92501
PH: 619.744.0144
CONTACT: DAVIE COWAN, P.E.
SURVEYOR: CIVIL ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
1100 TOWN AND COUNTRY RD., SUITE 700
ORANGE, CA 92868
PH: 657.452.0200
CONTACT: JEFF LENHER, PLS.
UTILITY INFORMATION:
STORM: CITY OF BANNING (951) 922-3185
SEWER: CITY OF BANNING (951) 922-3185
TELECOMM: SPRINT (800) 521-0579
WATER: CITY OF BANNING (951) 922-3185
ELECTRIC: SOUTHERN CALIFORNIA EDISON (800) 611-1911
ELECTRIC: CITY OF BANNING (951) 922-3185
GAS: SOUTHERN CALIFORNIA GAS COMPANY (800) 858-5601
BENCHMARK NOTE:
NATIONAL GEODETIC SURVEY (NGS)
BENCHMARK NO. DX1081, BEING A 3-1/2"
BRASS DISK IN 6"X6" CONCRETE POST
STAMPED ""CA603 91 681968" AT 41 FEET
NORTH OF THE NORTH RAIL OF RAILROAD.
ELEVATION: 2242.57'
DATUM: NAVD 88
452
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:LEGAL DESCRIPTION & EX EASEMENTS November 04, 2024 04:10:19pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-EX MAP.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
#
25 27
28 29
30 32
34 35
21 33
20 EASEMENTS/EXCEPTIONS/ENCUMBRANCES
16. 17.
18. 19.
26. 31.
36. SEE TITLE COMMITMENT BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. NCS-1070768-STLO, DATED FEBRUARY 22, 2022. ITEMS LISTED BELOW ARE SHOWN IN THE TITLE COMMITMENT AND PLOTTABLE ITEMS ARE DENOTED THUS: WITH LOCATIONS KEYED THE SAME HEREON.
THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "AMENDMENT TO EASEMENT" RECORDED MAY 19, 1998 AS INSTRUMENT NO. 201617 OF OFFICIAL RECORDS.
AFFECTS: PARCELS 1 AND 2Y; BLANKET IN NATURE.
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION NO. 2000-287 (SUMMARILY
VACATING ALL THOSE STREETS WITHIN THE MORONGO BAND OF MISSION INDIAN RESERVATION IN THE CABAZON AREA)" RECORDED DECEMBER 21, 2000 AS INSTRUMENT NO. 2000-507556 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 1; ILLEGIBLE, NOT PLOTTED.
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED DEED TO RESTRICTED INDIAN LAND RECORDED MAY 30, 2018 AS INSTRUMENT NO. 2018-0219571 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 1; BLANKET IN NATURE.
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED DEED TO RESTRICTED INDIAN LAND RECORDED MAY 30, 2018 AS INSTRUMENT NO. 2018-0219572 OF OFFICIAL RECORDS.
AFFECTS:PARCEL 1; BLANKET IN NATURE.
RIGHTS, RIGHT OF WAY, RESERVATIONS AND EXCEPTIONS IN THE PATENT RECORDED MAY 30, 2018 AS INSTRUMENT NO. 2018-0219574 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 1; PLOTTED HEREON.
AN EASEMENT IN FAVOR OF THE CITY OF BANNING, A MUNICIPAL CORPORATION, AND ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF GRANT OF RIGHT OF WAY AND INCIDENTAL PURPOSES, RECORDED MAY 30, 2018 AS INSTRUMENT NO. 2018-0219575 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 1; PLOTTED HEREON.
AN EASEMENT IN FAVOR OF COACHELLA VALLEY ICE AND ELECTRIC POWER COMPANY FOR THE PURPOSE OF PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 08, 1915 IN BOOK 435 OF DEEDS, PAGE 203.
AFFECTS: PARCEL 2; PLOTTED HEREON.
AN EASEMENT IN FAVOR OF METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA FOR THE PURPOSE OF PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 21, 1933 IN BOOK 147, PAGE 561 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 2; BLANKET IN NATURE.
AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA GAS COMPANY FOR THE PURPOSE OF EITHER OR BOTH POLE LINES, CONDUITS, OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1950 IN BOOK 1210, PAGE 543 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 2; PLOTTED HEREON.
ABUTTERS RIGHTS OF INGRESS AND EGRESS TO OR FROM INTERSTATE HIGHWAY 10 HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED OCTOBER 11, 1961 AS INSTRUMENT NO. 87046 OF OFFICIAL RECORDS.
AFFECTS: PARCELS 1 AND 2; PLOTTED HEREON.
AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR THE PURPOSE OF BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 19, 1966 AS INSTRUMENT NO. 103125 OF OFFICIAL RECORDS,
AFFECTS: PARCELS 1 AND 2; PLOTTED HEREON.
AN EASEMENT IN FAVOR OF SOUTHERN PACIFIC LAND COMPANY, A CORPORATION FOR THE PURPOSE OF PRIVATE ROADS AND INCIDENTAL PURPOSES, RECORDED JUNE 10, 1968 AS INSTRUMENT NO. 53726 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 2; PLOTTED HEREON.
COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED JANUARY 28, 1987 AS INSTRUMENT NO. 24458 OF OFFICIAL RECORDS, WHICH PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT
OR RENDER INVALID THE LIEN OF ANY FIRST MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE,
BUT DELETING ANY COVENANT, CONDITION, OR RESTRICTION, IF ANY, INDICATING A PREFERENCE, LIMITATION, OR
DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, GENDER, GENDER IDENTITY, GENDER EXPRESSION,
SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, MILITARY STATUS, DISABILITY, HANDICAP,
VETERAN OR MILITARY STATUS, GENETIC INFORMATION NATIONAL ORIGIN, SOURCE OF INCOME AS DEFINED IN SUBDIVISION (P) OF SECTION 12955, OR ANCESTRY, TO THE EXTENT THAT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE APPLICABLE STATE OR FEDERAL LAWS. LAWFUL RESTRICTIONS UNDER STATE AND
FEDERAL LAW ON THE AGE OF OCCUPANTS IN SENIOR HOUSING OR HOUSING FOR OLDER PERSONS SHALL NOT BE CONSTRUED AS RESTRICTIONS BASED ON FAMILIAL STATUS.
AN EASEMENT IN FAVOR OF US SPRINT COMMUNICATIONS COMPANY, NEW YORK FOR THE PURPOSE OF COMMUNICATION SYSTEM, INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JANUARY 30, 1987 AS INSTRUMENT NO. 26358 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 2; PLOTTED HEREON.
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF PERMISSION TO USE REAL PROPERTY" RECORDED FEBRUARY 24, 2009 AS INSTRUMENT NO. 2009-0086755 OF OFFICIAL RECORDS.
AFFECTS: PARCELS 1 AND 2; PLOTTED HEREON.
AN OFFER OF DEDICATION IN FAVOR OF THE CITY OF BANNING, A POLITICAL SUBDIVISION OF THE STATE OF
CALIFORNIA, AND ITS SUCCESSORS OR ASSIGNS FOR THE PURPOSE OF PUBLIC ROAD STREET, HIGHWAY, AND UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 08, 2010 AS INSTRUMENT NO, 2010-0485664 OF OFFICIAL RECORDS.
AFFECTS: PARCEL 2; PLOTTED HEREON.
THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "STREET CONSTRUCTION AND MAINTENANCE AGREEMENT" RECORDED MAY 17, 2011 AS INSTRUMENT NO. 2011-0216635 OF OFFICIAL RECORDS.
DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED SEPTEMBER 12, 2011 AS INSTRUMENT NO. 2011-0402632 OF OFFICIAL RECORDS
AFFECTS: PARCEL 2; PLOTTED HEREON.
THE FACT THAT THE LAND LIES WITHIN THE BOUNDARIES IF THE MERGED DOWNTOWN AND MIDWAY REDEVELOPMENT PROJECT AREA, AS DISCLOSED BY VARIOUS DOCUMENTS OF RECORD.
AFFECTS: PARCELS 1 AND 2; BLANKET IN NATURE.
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BANNING, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
PARCEL 1:
THOSE CERTAIN PARCELS OF LAND LOCATED WITHIN THE MORONGO INDIAN RESERVATION,
LOCATED IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING THOSE PORTIONS OF SECTION 1, 2 AND 12 OF TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN ON THE OFFICIAL PLAT THEREOF, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 2;
THENCE ALONG THE SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 2 SOUTH 89°40'06" EAST 489.00 FEET TO A LINE PARALLEL WITH AND 489.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID SECTION 2, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID PARALLEL LINE NORTH 00°21'44" EAST 342.00 FEET TO A LINE PARALLEL WITH AND 342.00 FEET NORTHERLY OF SAID SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF SECTION 2;
THENCE ALONG SAID PARALLEL LINE SOUTH 89°40'06" EAST 2164.30 FEET TO THE EASTERLY LINE OF SAID SECTION 2;
THENCE CONTINUING ALONG THE EASTERLY PROLONGATION OF SAID PARALLEL LINE SOUTH 88°36'14" EAST 107.02 FEET TO A LINE PARALLEL WITH AND 107.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID SECTION 1;
THENCE ALONG SAID PARALLEL LINE SOUTH 00°17'18" WEST 270.81 FEET TO THE NORTHERLY LINE OF A STRIP OF LAND 16.50 FEET IN WIDTH, EXCEPTED FROM GRANT DEED REC. 10/7/2004 AS DOC.
NO. 2004-0797131, OFFICIAL RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA (DEPT.
OF INT. FILING 582 173Y07);
THENCE ALONG SAID NORTHERLY LINE SOUTH 89°47'09" WEST 107.00 FEET TO THE WESTERLY LINE OF SAID SECTION 1;
THENCE ALONG SAID WESTERLY LINE SOUTH 00°17'18" WEST 16.50 FEET TO THE SOUTHERLY LINE OF THE AFOREMENTIONED 16.50 FOOT STRIP;
THENCE ALONG SAID SOUTHERLY LINE NORTH 89°47'09" EAST 107.00 FEET TO A LINE PARALLEL WITH AND 107.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID SECTION 1; THENCE ALONG SAID PARALLEL LINE SOUTH 00°17'18" WEST 52.58 FEET TO THE SOUTH LINE OF SAID SECTION 1, SAID POINT IS LOCATED ON A LINE PARALLEL WITH AND 107.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID SECTION 12;
THENCE ALONG SAID PARALLEL LINE SOUTH 00°03'26" WEST 1044.17 FEET TO THE NORTHERLY LINE OF THAT CERTAIN FINAL ORDER OF CONDEMNATION RECORDED AUGUST 19, 1963 AS INST. NO. 87113 AND THAT CERTAIN FINAL ORDER OF CONDEMNATION RECORDED SEPTEMBER 26, 1967 AS INST. NO. 84776, BOTH OF OFFICIAL RECORDS OF SAID COUNTY OF RIVERSIDE. SAID NORTHERLY RIGHT OF WAY LINE BEING DEPICTED CALTRANS RIGHT-OF-WAY MAP NO. 984524 FILED IN BOOK 204 PAGE 91 OF CALTRANS RIGHT-OF-WAY MAPS AND CALTRANS RIGHT-OF-WAY MAP NO. 452194 FILED IN BOOK 205 PAGE 263 OF CALTRANS RIGHT-OF-WAY MAPS, BOTH ON FILE IN THE MISC. RECORDS OF THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY OF RIVERSIDE; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY SOUTH 71°02'58" WEST 113.17 FEET TO THE WESTERLY LINE OF SAID SECTION 2;
THENCE ALONG SAID WESTERLY LINE OF SECTION 12 NORTH 00°03'26" EAST 1081.36 FEET TO THE SOUTHEAST QUARTER OF THE AFOREMENTIONED SECTION 12;
THENCE ALONG THE AFOREMENTIONED SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SECTION 2 NORTH 88°36'14" WEST 2641.66 FEET TO THE SOUTH QUARTER CORNER OF SECTION 2;
THENCE ALONG THE AFOREMENTIONED SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF SECTION 2 NORTH 89°40'06" WEST 2161.30 FEET TO THE TRUE POINT OF BEGINNING;
RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 2;
THENCE ALONG THE SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 2 SOUTH 89°40'06" EAST 2583.30 FEET TO A POINT 67.00 FEET WESTERLY OF THE SOUTH QUARTER CORNER OF SAID SECTION 2, SAID POINT IS THE TRUE POINT OF BEGINNING; THENCE NORTH 00° 21'44" EAST 342.00 FEET TO A LINE PARALLEL WITH 342.00 FEET NORTHERLY OF SAID SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF SECTION 2; THENCE ALONG SAID PARALLEL LINE SOUTH 89°40'06" EAST 69.98 FEET TO A LINE PARALLEL WITH AND 342.00 FEET NORTHERLY OF THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 2;
THENCE ALONG SAID PARALLEL LINE SOUTH 88°36'14" EAST 30.02 FEET; THENCE SOUTH 00°21'44" WEST 342.06 FEET TO THE AFOREMENTIONED SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 2;
THENCE ALONG SAID SOUTHERLY LINE NORTH 88°36'14" WEST 33.02 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 2;
THENCE ALONG THE SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 2 NORTH 89°40'06" WEST 66.98 FEET TO THE TRUE POINT OF BEGINNING.
APN: 532-030-008, 532-030-009, 532-080-008, 532-080-010, 532-090-026, 532-090-028 AND 532-090-030 PARCEL 2:
THAT PORTION OF THE NORTHEAST 1
4 OF SECTION 11, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN
BERNARDINO BASE AND MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, LYING NORTHERLY OF THAT CERTAIN PORTION OF SAID NORTHEAST 1
4 CONVEYED TO THE STATE OF
CALIFORNIA BY DEED RECORDED OCTOBER 11, 1961, AS INSTRUMENT NO. 87046 IN BOOK 2997, PAGE 542, OFFICIAL RECORDS.
EXCEPTING THEREFROM, ALL RIGHT, TITLE AND INTEREST IN AND TO ALL HYDROCARBONS,
MINERALS, GEOTHERMAL RESOURCES, AND MINERAL ORES OF EVERY KIND AND CHARACTER,
METALLIC OR OTHERWISE, SOLID, LIQUID OR GAS AND WHETHER OR NOT HEREAFTER KNOWN TO
SCIENCE OR INDUSTRY, NOT KNOWN TO EXIST OR HEREAFTER DISCOVERED UPON, WITHIN OR UNDERLYING THE SURFACE OF SAID LAND AS SHOWN IN DEED RECORDED JANUARY 28, 1987 AS INSTRUMENT NO. 24458 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
APN: 532-110-015
PARCEL 3:
A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES UPON, OVER AND ACROSS THAT PORTION OF THE EAST 1
2 OF THE NORTHWEST 14 OF SECTION 11, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO BASE AND MERIDIAN, INCLUDED WITHIN A STRIP OF LAND 20 FEET WIDE, THE NORTHERLY LINE OF WHICH IS DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE EAST LINE OF THE SAID NORTHWEST 1 4, DISTANT ALONG SAID EAST
LINE SOUTH 0°41'41" WEST 1359.31 FEET FROM A 3
4 INCH IRON PIPE AND BRASS CAP MARKED
"U.S.G.L.O. 1917" SET FOR THE NORTH 1
4 CORNER OF SAID SECTION;
THENCE NORTH 89°25'57" WEST, 1319.31 FEET TO THE WEST LINE OF THE SAID EAST 1
2. ALSO THAT PORTION OF THE WEST 20 FEET OF SAID EAST 1 2 LYING SOUTHERLY OF THE
SOUTHERLY LINE OF THE ABOVE DESCRIBED 20 FOOT STRIP.
EXCEPT THAT PORTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT IN THE WEST LINE OF SAID EAST 1
2, DISTANT ALONG SAID WEST LINE SOUTH
0°25'01" WEST 1041.97 FEET FROM THE POINT OF INTERSECTION THEREOF WITH THAT CERTAIN LINE HEREINABOVE DESCRIBED AS HAVING A BEARING OF NORTH 89°25'57" WEST; THENCE NORTHEASTERLY ALONG 545 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY FROM A TANGENT BEARING NORTH 56°01'51" EAST, THROUGH AN ANGLE OF 1°46'36", A DISTANCE OF 16.90 FEET;
THENCE NORTH 54°15'15" EAST 50 FEET, AS CREATED IN DEED RECORDED JUNE 10, 1968 AS INSTRUMENT NO. 53726, OFFICIAL RECORDS.
LEGAL DESCRIPTION
GROSS LAND AREA:
PARCEL 1: 532-030-008, 532-030-009, 532-080-008,
532-080-010, 532-090-026, 532-090-028, 532-090-030
PARCEL 2: 532-110-015
ASSESSOR'S PARCEL NUMBER:
PTR PARCEL 1: 41.11AC.
PTR PARCEL 2: 90.22 AC.
TOTAL: 131.33 AC.
2 LEGAL DESCRIPTION & EX
EASEMENTS
453
25 34
34 35
35 35
28 28
27 27
32 30
33 33
20 20
32 30
30 30
32 30
34 33
S89°39'25"E 2164.30'
S88°35'33"E 2745.24'
N89°39'25"W 2161.24' S88°40'04"E 2641.65'
N00°22'25"E 342.00'
N74°52'19"E 502.17'
N79°41'49"E 613.28'
N75°07'50"E 790.84'
N72°50'35"E 809.39'
N71°03'06"E 365.85'
N89°48'04"E 107.00'
N00°17'59"E 16.50'
S89°48'04"W 107.03'
N00°17'59"E
270.81'
N00°04'18"E 1096.14'
N71°03'06"E
38.56'
S89°11'03"E 2670.98'
1560.43' 1081.42'
N00°04'07"E 2641.85'
N00°42'27"E 1840.83'
113.37'
252.48'
S00°42'27"W 2668.32' N00°42'27"E 827.49'
APN: 532-110-010
OWNER: FR HATHAWAY
APN: 532-030-007
OWNER: USA MORONGO INDIAN RES 532
APN: 532-090-027
OWNER: USA
MORONGO BAND
CAHUILLA MISSION
INDIANS
APN: 532-090-029
OWNER: USA
MORONGO BAND
CAHUILLA MISSION
INDIANS
APN: 532-110-008
OWNER: FR HATHAWAY
APN: 532-110-012 OWNER: CITY OF BANNING
CONVEYED TO THE STATE OF CALIFORNIA BY DEED IN
BOOK 2997. PAGES 542-545, O.R.
APN: 532-110-009
OWNER: FR HATHAWAY
APN: 532-110-001
OWNER: FR HATHAWAY
APN: 532-030-005
OWNER: USA MORONGO INDIAN RES 532
APN: 532-030-006
OWNER: USA MORONGO INDIAN RES 532
APN: 532-080-009 FEMA ZONE "X" OWNER: FIELD LLOYD L
FEMA ZONE "A"
20'
16'
16'
26'
26'
16'
16'
10'
20'
20'
20'
50'
50'
10'
40'
40'
25'
10'
50'
N'LY OF SECTION 11
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:EX PROJECT BONDARYNovember 04, 2024 04:10:23pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-EX MAP.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
200
100 200 400
FEMA FLOOD PANEL NO. 06065C0837G, BEARING EFFECTIVE DATE OF AUGUST 28, 2008, AND COMMUNITY NUMBER 060246 SHOWS THE FOLLOWING FLOOD ZONES TO BE WITHIN PROPERTY:
ZONE X- AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOOD PLANE.
ZONE A- SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD.
ZONE D- AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE.
FLOOD NOTE:
3 EX PROJECT BOUNDARY
454
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
ZZ
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
X X X
X
X
X X X X
X
X
X
SD SD SD SD SD SD SD SD SD SD SD 6''W6''W
6''W
6''W
12''W 12''W 12''W 12''W 12''W
6''W
SD SD SD SD SD SD SD SD SD SD SD 6''W6''W
6''W
6''W
12''W 12''W 12''W 12''W 12''W
6''W
G
G
G
G G G
G G G
G G G
G G G W W W W
W W W W W W W
W W
W W
W W
E E
E
EC
E
S
G
G
F
F
G
G
G
G G G
G G G
G G G
G G G W W W W
W W W W W W W
W W
W W
W W
E E
E
EC
E
S
G
G
F
F
> > > > > > > > > > > >
>
> > > > > > > > > > > > > >
>
> > > > > > > > > > > > >
>
> > > > > > > > > > >
S89°39'27"E 300.00' R=4000.00' L=317 .17'
R=4000.00' L=317 .12' S85°06'52"E 377.15'
S89°39'25"E 1340.65'
N00°22'25"E 236.41'
R=4055 .00' L=132.40'
S85°06'52"E 377.15'
R=39 45.00' L=312.76' N00°22'25"E 105.59'
S89°39'25"E 820.59'
S89°39'27"E 222.74' R=4055.00' L=189.13'
S89°39'27"E 221.87' R=3945.00' L=312.81' S85°06'52"E 377.15' R=4055.00' L=321.48' S89°39'25"E 1277.15'
S89°39'25"E 1277.65'
S89°39'25"E 2164.24' 257.04' 1907.21' N00°19'32"E 254.68' 125.50'
251.65'
2300
2325
2295
2290
2295
2305
2310
2315
2320
2330
2300
2325
2290
2295
2305
2310
2315
2320
2330
2335
2340
23302325
2325
2315
2320
2300
2295
2305
2310
2315
APN: 532-110-009
OWNER: FR HATHAWAY
APN: 532-110-001
OWNER: FR HATHAWAY
WILSON STREET
Arterial Highway (110' RW)
N HATHAWAY ST
Arterial Highway (110' RW)
110.0'
55.0' 55.0'
PARCEL 2
12.36 AC
LOT "A"
12.02 AC
APN: 532-030-007
OWNER: USA MORONGO INDIAN RES 532
CL
PR RW
RW
CL
RW
RW
110.0'
55.0' 55.0'
DEDICATION & IMPROVEMENTS
PER TPM 38256
TENTATIVE PARCEL MAP NO. 38256
3.2%
2290
2300
2310
2320
2298
2296
2294
2292
2288
2286
2284
2302
2304
2306
2308
2312
2314
2316
2318
2322
2.8%
3.4% 3.4%
2322
23202318
23162314
23122310
230823062304
23022300
22982296
22942292
22902288
2286
23262324
EX SO. CAL GAS
LINE EX WATER LINE
EX SO. CAL GAS
LINE
2302
2294
2310
2314
2320
2320
2318
PR WATER
PR WATER
PR 12" WATER LINE
PR
BANNING
ELECTRIC
SUBSTATION
LOT "C"
1.45 AC
X X
SD
S S
W W
FW FW
IRR IRR
D
E E
S S
SD SD
W W
G G
OHE
S
D
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
EXISTING CONTOUR
100 99
100 99
STORM LINE
TPM 38256 - BY OTHERS
SEWER LINE
WATER LINE
IRRIGATION LINE
FIRE WATER
STORM DRAIN STRUCTURE
STORM DRAIN INLET
EXISTING OVERHEAD LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING NATURAL GAS LINE
EXISTING SEWER STRUCTURE
EXISTING STORM DRAIN STRUCTURE
EXISTING FIRE HYDRANT
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:MAP SHEET - 1November 04, 2024 04:10:51pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-MAPSHEETS.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
30 60 120MATCHLINE. SEE SHEET
5 CONCEPTUAL GRADING & UTILITIES
SHOWN FOR REFERENCE ONLY
MAP SHEET - 1
4 455
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
SD SD SD SD SD
SD
SD
SD
6''W
6''W
6''W
6''W
6''W
6''W
6''W
FW FW FW FW
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FW
SD
SD
SD D
D
S
S
S
S
D
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
FW
FW
FWFW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
SD SD SD SD SD
SD
SD
SD
6''W
6''W
6''W
6''W
6''W
6''W
6''W
FW FW FW FW
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FW
SD
SD
SD D
D
S
S
S
S
D
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
FW
FW
FWFW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
G G G
G G G G G G G G G G
W W
W W
W W
W W
W W
D
E E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
G G G
G G G G G G G G G G
W W
W W
W W
W W
W W
D
E E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
VAN
X X
X
X
>
> > > > > > > > > >
>
>
>
>
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
R=2500.00' L=431.7 4' S00°42'27"W 1320.31'
S89°39'25"E 500.00'
S89°39'25"E 1277.65'
N45°20'35"E 32.53'
N00°20'35"E 15.99'
N89°39'47"W
40.89' N44°39'25"W 32.53'
N89°39'25"W 234.39' R=1012.00' L=125 .3 4' R=988 .00' L=152.53' R=2 445.00' L=347 .60' S80°26'54"W 332.15' S80°26'54"W 233.81'
R=1012.00' L=133 .7 8'
S88°01'21"W 53.52'
R=988.00' R=2555.00' L=2
L=62.14'
6 4.18'
N89°39'25"W 437.49'
N46°45'07"E 33.14'
S00°42'27"W 1179.57'
S89°39'25"E 1277.15'
S89°39'25"E 1340.65'
S45°41'09"E 33.35'
S00°42'27"W 1179.05'
N00°20'35"E 94.00' N00°53'10"E 248.01'
S88°35'33"E 2583.22'
2275
2270
2260
2265
2255
2260
2275
2270
2275
2280
2285
2290
2275
2270
2280
2280
2280
2285
2290
2255
2250
2260
2265
2250
2230
2240
2235
2245
2225
2230
2235
2240
2245
2260
2255
2265
2270
2250
2240
2245
2225
2230
2235
2235
2240
2225
2230
2215
2215
2225
2220
2230
2240
2245
2250
2260
APN: 532-110-010
OWNER: FR HATHAWAY
APN: 532-030-007
OWNER: USA MORONGO INDIAN RES 532
APN: 532-030-006
OWNER: USA MORONGO INDIAN RES 532
O'DONNELL STREET
Divided Collector (78' RW)
PARCEL 2
12.36 AC
PARCEL 1
89.50 AC
WILSON STREET
Arterial Highway (110' RW)
110.0'
55.0' 55.0'
110.0'
55.0' 55.0'
126.0'
71.0' 55.0'
110.0'
55.0' 55.0'
126.0'
55.0'
71.0'
LOT "A"
12.02 AC
78.0'
39.0' 39.0'
DEDICATION & IMPROVMENTS
PER TPM 38256
CL
PR RW
RW
CL
PR RW
RW
TENTATIVE PARCEL MAP NO. 38256 EX ROAD EASEMENT, RECORDED 5/17/2011, INST. #2011-0216635.
EX ROAD EASEMENT, RECORDED
11/12/2011, INST. # NO. 2011-0402632
EX ROAD EASEMENT, RECORDED
10/08/2010, INST. #2010-0485664.
CL
RW PR RW
EX 50' RIGHT OF WAY,
RESERVATIONS, RECORDED
5/30/2018, INST. # 2018-0219574
EX 10' SPRINT COMMUNICATIONS
COMPANY, RECORDED 01/30/1987,
INST. # 26358 EX 16' SOUTHERN CALIFORNIA GAS
COMPANY EASEMENT, RECORDED
12/13/1950 IN BOOK 1210, PAGE 543.
PROPOSED BUILDING
FFE=2204.80
2280
2278
2276
2282
2260
2270
2262
2258
2266
2264
2272
2268
2256
2254
2252
2230
2250
2240
2224
2226
2228
2232
2234
2236
2238
3.4% 2248
2246
2244
2242
1.9% 4.2%
2.8%
2280
227822762274
22722270
226822662264
2262
22602258
2256
22542252
225022482246
22442242
224022382236
223422322230
22282226
22842282
2240
2250
2242
2244
2246
2248
2252
2254
2256
2210
2204
2204
2206
2206
2208
2208
2212
2210
2220
2208
2212
2214
2216
2218
2220
2230
2240
2250
4.8% 2.5% 2.5%
EX SCE GAS LINE
PR 12" WATER LINE
254.6'
PR WATER
PR WATER
PR STORM DRAIN
PR STORM DRAIN
PR STORM DRAIN
PARCEL 3
9.41 AC
EX BOUNDARY LINE
2242 2240
2234
2230
2224 2220
2214
2230
2224
2220
2216
2200
2230 2230
2236
2232
2240
2238
2246
2248
2266 2260
2280
2282 2288 2284
ADA PATH
PR STORM DRAIN
PR PUBLIC STORM
DRAIN EASEMENT PR BASIN PR BASIN
2200
2200
2200
X X
SD
S S
W W
FW FW
IRR IRR
D
E E
S S
SD SD
W W
G G
OHE
S
D
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
EXISTING CONTOUR
100 99
100 99
STORM LINE
TPM 38256 - BY OTHERS
SEWER LINE
WATER LINE
IRRIGATION LINE
FIRE WATER
STORM DRAIN STRUCTURE
STORM DRAIN INLET
EXISTING OVERHEAD LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING NATURAL GAS LINE
EXISTING SEWER STRUCTURE
EXISTING STORM DRAIN STRUCTURE
EXISTING FIRE HYDRANT
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:MAP SHEET - 2November 04, 2024 04:11:07pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-MAPSHEETS.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
30 60 120MATCHLINE. SEE SHEET
6 MATCHLINE. SEE SHEET 7
MATCHLINE. SEE SHEET
4 CONCEPTUAL GRADING & UTILITIES
SHOWN FOR REFERENCE ONLY
MAP SHEET - 2
5 456
S
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
6''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
D
SD
SD SD SD SD SD SD
D
S
S
S
SD SD SD
SD
SD SD D
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
S
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
D
6''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
D
SD
SD SD SD SD SD SD
D
S
S
S
SD SD SD
SD
SD SD D
SD
D
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
G G G G G G G G G
G
G
F
F
F
F
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
G G G G G G G G G
G
G
F
F
F
F
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
VAN
ADA
ELECTRIC
VEHICLE CHARGING
ONLY
ADA VANELECTRIC
VEHICLE CHARGING
ONLY
X
X X X X X X X
X
>
>
>
>
>
>
>
> > > >
>
>
> >
> > > > > >
>
> > > > > > > >
>
>
>
>
> >
>
>
>
> > > > > > >
>
>
>
>
>
X
X
X
X X X
X X X
X
X
X
X
X
X
X X X
X
X
X
X X X X X X X X X X
X
X X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV
EV
EV
EV
N80°26'54"E 387.15'
R=2500.00' L=477 .7 3'
S88°36'10"E 446.55'
N00°04'07"E 1081.42'
N00°18'09"E 273.81'
173.66' 100.15'
55.01'
N00°17'59"E 270.81'
N00°04'18"E 1096.14'
S88°36'10"E
55.01'
S35°26'54"W 32.53'
S80°26'54"W 64.00' N54°33'06"W 32.53' S80°26'54"W 303.37' R=25 55.00' L=488.24' N88°36'10"W 445.50'
N88°36'10"W 186.55' R=1012.00' L=107 .5 4' R=988.00' L=10 4.99' R=2445.00' L=467 .22'
S80°26'54"W 276.37'
S35°26'54"W 53.74'
S09°33'06"E 16.00'
S80°26'54"W 88.00' N54°33'06"W 53.74'
S80°26'54"W 233.81'
S80°26'54"W 332.15'
S09°33'06"E 109.00'
S09°33'06"E
78.00'
N80°26'54"E 358.37'
N82°30'52"W 44.49'
N00°18'09"E
171.47'
N00°18'09"E
71.01'
100.16'
N00°18'09"E
100.16'
N00°18'09"E
N89°48'04"E 55.00'
S89°48'04"W 55.00'
N00°18'09"E 272.27'
N89°48'04"E 52.00'
S89°48'04"W 52.03'
N00°18'09"E 16.50'
S88°35'33"E 162.02'
55.01' 52.00' N00°18'09"E 51.16'
N00°04'07"E 1099.85'N00°04'07"E 1062.36'
2230
2200
2225
2195
2205
2210
2215
2220
2185
2190
2195
2220
2215
2220
2210
2210
2215
2205
2195
2190
2185
2200
2195
2185
2190
2180
2175
2165
2170
2160
2165
2200
2195
2205
2210
2200
2185
2190
2195
2205 2175
2165
2170
2180
2185
APN: 532-090-027
OWNER: USA MORONGO BAND CAHUILLA MISSION INDIANS
COTTONWOOD RD
Arterial Highway (110' RW)
PARCEL 3
9.41 AC
PARCEL 1
89.50 AC
LOT "A"
12.02 AC
110.0'
55.0'
55.0'
126.0'
55.0' 71.0'
WILSON STREET
Arterial Highway (110' RW)
110.0'
55.0' 55.0'
CL
RW
PR RW
CL
PR RW
PR RW
CL
EX PROPERTY LINE
LOT "B"
0.32 AC
LOT "B"
1.32 AC
PR RW CL
LOT "B"
3.57 AC
EX 50' RIGHT OF WAY,
RESERVATIONS, RECORDED
5/30/2018, INST. # 2018-0219574
EX 10' SPRINT COMMUNICATIONS
COMPANY, RECORDED 01/30/1987,
INST. # 26358
EX 16' SOUTHERN CALIFORNIA GAS
COMPANY EASEMENT, RECORDED
12/13/1950 IN BOOK 1210, PAGE 543.
EX 16' SOUTHERN CALIFORNIA GAS
COMPANY EASEMENT, RECORDED
12/13/1950 IN BOOK 1210, PAGE 543.
EX 10' SPRINT COMMUNICATIONS
COMPANY, RECORDED 01/30/1987,
INST. # 26358
PROPOSED BUILDING
FFE=2204.80
383.4'
446.0'
APN: 532-080-009
APN: 532-030-006
OWNER: USA MORONGO INDIAN RES 532
2222
2210
2220
2204
2206
2208
2212
2214
2216
2218
2190
2200
2184
2186
2188
2192
2202
2198
2196
2194
1.9%
2.0%
3.0%
2224
2222
2210
2208
2212
2214
2216
2214
2190
2200
2210
2188
2194
2192
2198
2196
2204
2202
2206
2208
2212
2214
2190
2188
2192
2194
2196
2184 2186 2188
2192
2190
2188
2186
2194
2196
2210
2204 2206 2208
2212 2214
2214
2170
2180
2182
EX SCE GAS LINE
PR WATER
PR STORM DRAIN
PR STORM DRAIN
PR FIRE WATER
PR FIRE WATER
PR SEWER
EX BOUNDARY LINE
EX PROPERTY LINE
2200
2200
2210
2202 2200
2196
2190
2180
2178
2182
2190
2192
2196
2194
2200
2202 2206
2222 2224 2226
2180
2174
2170
ADA PATH
ADA PATH
ADA PATH
ADA PATH
ADA PATH
PR PUBLIC STORM
DRAIN EASEMENT
PR BASIN
2200
2200
2200
PR PUBLIC
STORM DRAIN
X X
SD
S S
W W
FW FW
IRR IRR
D
E E
S S
SD SD
W W
G G
OHE
S
D
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
EXISTING CONTOUR
100 99
100 99
STORM LINE
TPM 38256 - BY OTHERS
SEWER LINE
WATER LINE
IRRIGATION LINE
FIRE WATER
STORM DRAIN STRUCTURE
STORM DRAIN INLET
EXISTING OVERHEAD LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING NATURAL GAS LINE
EXISTING SEWER STRUCTURE
EXISTING STORM DRAIN STRUCTURE
EXISTING FIRE HYDRANT
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:MAP SHEET - 3November 04, 2024 04:11:27pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-MAPSHEETS.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
30 60 120
MATCHLINE. SEE SHEET 8
MATCHLINE. SEE SHEET
6 CONCEPTUAL GRADING & UTILITIES
SHOWN FOR REFERENCE ONLY
MAP SHEET - 3
6 457
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S S
D
D
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
FW
FW
FW
FW
FW
FW
FW
W
W
W
W
W
W
W
W
W
W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S S
D
D
SD
SD
SD
SD
SD
SD
D
D
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
FW
FW
FW
FW
FW
FW
FW
W
W
W
W
W
W
W
W
W
W
D
D
C
C
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
ELECTRICADA VAN
CHARGING
VEHICLE ONLY
VAN
ELECTRICADA VAN
CHARGING
VEHICLE ONLY
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
ADA
ELECTRIC
CHARGING
VEHICLE ONLY
X
X
X X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X
CAV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
CAV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
N89°25'11"W 1327.55'
N79°41'49"E 613.28'
N74°52'19"E 502.17'
S00°42'27"W 1179.57'
N75°07'50"E 790.84'
323.24'
40.54'
S00°42'27"W 1320.31'
S00°42'27"W 1179.05'
S45°38'38"W 33.90' S44°21'22"E 33.98' S00°34'49"W 77.98' S89°25'11"E 24.23'
S00°42'27"W 481.52'
S00°42'27"W 470.54'
N89°25'11"W 1264.69'
N89°25'11"W 1327.46'
138.39'
N00°42'27"E 343.86'
R=89.00' L=13 9.83'
N89°18'39"W 19.88'
2195
2200
2180
2185
2190
2195
2205
2200
2205
2225
2225
2225
2205
2210
2215
2220
2230
2235
2250
2250
2250
2230
2235
2240
2245
2225
2230
2235
2210
2215
2220
2225
2200
2195
2205
2210
2185
2190
APN: 532-110-008
OWNER: FR HATHAWAY
APN: 532-110-012 OWNER: CITY OF BANNING
PARCEL 1
89.50 AC
O'DONNELL STREET
Divided Collector (78' RW)
NICOLET ST
Divided Collector (78' RW)
LOT "A"
12.02 AC
78.0'
39.0' 39.0'
78.0'
39.0' 39.0'
DEDICATION & IMPROVEMENTS
PER TPM 38256
INTERSTATE 10
TENTATIVE PARCEL MAP NO. 38256
TENTATIVE PARCEL MAP NO. 38256
EX. 30' WIDE SOUTHERN
PACIFIC LAND COMPANY
EASEMENT, RECORDED
10/19/1966, INST. # 53726
EX. 40' WIDE SOUTHERN
PACIFIC LAND COMPANY
EASEMENT, RECORDED
10/19/1966, INST. # 53726
EX ROAD EASEMENT, RECORDED
5/17/2011, INST. #2011-0216635.
EX ROAD EASEMENT, RECORDED
11/1212011, INST. # NO. 2011-0402632
LOT "A"
12.02 AC
39.0'
EX ROAD EASEMENT, RECORDED
5/17/2011, INST. #2011-0216635.
EX ROAD EASEMENT, RECORDED
11/12/2011, INST. # NO. 2011-0402632
EX ROAD EASEMENT, RECORDED
10/08/2010, INST. #2010-0485664.
EX 20' COACHELLA VALLEY ICE AND ELECTRIC
POWER COMPANY, RECORDED 12/08/1915 IN
BOOK 435 OF DEEDS, PAGE 203. TO BE
VACATED
PROPOSED BUILDING
FFE=2204.80
CL
RW RW
PR CL
PR RW
CL PER TPM 38256
RW PER TPM 38256
RW PER TPM 38256
2230
2224
2226
2228
2232
2234
2236
2238
2210
2220
2200
2180
2180
2190
3.0% 2.9%
460.5'
PR STORM DRAIN
PR STORM DRAIN
PR SEWER
PR FIRE WATER
PR WATER
PR FIRE WATER
EX 20' COACHELLA VALLEY ICE AND ELECTRIC
POWER COMPANY, RECORDED 12/08/1915 IN
BOOK 435 OF DEEDS, PAGE 203.
2198
2220
2216
2210
2206
2224
2212
2208
2206
2204
2204
2204
2234 2230
2224 2220
2214 2210 2206
2204
2204
PR BASIN
PR BASIN
ADA PATH ADA PATH
PR PUBLIC STORM
DRAIN EASEMENT
PR PUBLIC STORM
DRAIN EASEMENT
PR BANNING
PUBLIC SEWER
LIFT STATION
PR BANNING
PUBLIC SEWER
LIFT STATION
LOT "D"
1.34 AC
X X
SD
S S
W W
FW FW
IRR
D
E E
S S
SD SD
W W
G G
OHE
S
D
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
EXISTING CONTOUR
100 99
100 99
STORM LINE
TPM 38256 - BY OTHERS
SEWER LINE
WATER LINE
IRRIGATION LINE
FIRE WATER
STORM DRAIN STRUCTURE
STORM DRAIN INLET
EXISTING OVERHEAD LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING NATURAL GAS LINE
EXISTING SEWER STRUCTURE
EXISTING STORM DRAIN STRUCTURE
EXISTING FIRE HYDRANT
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:MAP SHEET - 4November 04, 2024 04:11:47pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-MAPSHEETS.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
30 60 120MATCHLINE. SEE SHEET
8 MATCHLINE. SEE SHEET 5
CONCEPTUAL GRADING & UTILITIES
SHOWN FOR REFERENCE ONLY
MAP SHEET - 4
7 458
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
S S
S S
S S
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
SD
SD
D
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
S S
S S
S S
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
SD
SD
D
F
F
FO FO FO FO FO
F
F
FO FO FO FO FO
VAN
ADA VANELECTRIC
VEHICLE CHARGING
ONLY
ADA
ELECTRIC
VEHICLE CHARGING
ONLY
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
X
X
X
EV
EV
EV
EV
N72°50'35"E 809.39'
N75°07'50"E 790.84'
N00°04'07"E 1099.85'N00°04'07"E 1081.42'N00°04'07"E 1062.36' N00°04'18"E 1096.14'
789.98'
19.41'
38.56'
58.18'
55.19' N71°03'06"E 151.93'
2150
2155
2160
2165
2175
2180
2185
2190
2195
2200
2185
2190
2195
2175
2175
2180
2185
2190
2170
2165
2150
2175
2155
2160
2165
2170
2165
2170
APN: 532-090-029
OWNER: USA MORONGO BAND CAHUILLA MISSION INDIANS
PARCEL 1
89.50 AC
COTTONWOOD RD
Arterial Highway (110' RW)
110.0'
55.0' 55.0'
CL
LOT "B"
1.32 AC
LOT "B"
3.57 AC
INTERSTATE 10
EX 10' SPRINT COMMUNICATIONS
COMPANY, RECORDED 01/30/1987,
INST. # 26358
EX 20' COACHELLA VALLEY ICE AND ELECTRIC
POWER COMPANY, RECORDED 12/08/1915 IN
BOOK 435 OF DEEDS, PAGE 203. TO BE
VACATED
PROPOSED BUILDING
FFE=2204.80
258.7'
2170
2170
2160
2160
2170
2170
2170
2180
2160
2160
2170
2180
2190
2196
2198
2196
PR SEWER
PR STORM DRAIN
EX PROPERTY LINE
PR RW
2196
2190
2186
2180
2172
2170
2166
2160
2158
2156
2154
2172 2180 2186 2182 2176
PR BASIN
PR BASIN
PR BASIN
2192
2190
2180
2170
2160
2156
PR STORM DRAIN
ADA PATH
EX. PROPERTY LINE
PR STORM DRAIN
FUTURE CALTRANS R/W
(NO FORMAL APPROVALS)
X X
SD
S S
W W
FW FW
IRR IRR
D
E E
S S
SD SD
W W
G G
OHE
S
D
LEGEND
PROPERTY LINE / RIGHT-OF-WAY
EASEMENT
CENTERLINE
FENCE
PROPERTY BOUNDARY
PROPOSED CONTOUR
EXISTING CONTOUR
100 99
100 99
STORM LINE
TPM 38256 - BY OTHERS
SEWER LINE
WATER LINE
IRRIGATION LINE
FIRE WATER
STORM DRAIN STRUCTURE
STORM DRAIN INLET
EXISTING OVERHEAD LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING NATURAL GAS LINE
EXISTING SEWER STRUCTURE
EXISTING STORM DRAIN STRUCTURE
EXISTING FIRE HYDRANT
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:MAP SHEET - 5November 04, 2024 04:12:07pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-MAPSHEETS.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
30 60 120
MATCHLINE. SEE SHEET 6
MATCHLINE. SEE SHEET
7 CONCEPTUAL GRADING & UTILITIES
SHOWN FOR REFERENCE ONLY
MAP SHEET - 5
8 459
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
X X X
>
>
>
>
>
> > >
>
> > >
>
>
>
> > >
>
>
X
X X
X
X
X
X
X
X X X X
X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
X
> > > >
> > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
X
PHASE 2
INTERSTATE 10
O'DONNELL ST
NICOLET ST
WILSON ST
COTTONWOOD DR
TENTATIVE PARCEL MAP NO. 38256
DEDICATION & IMPROVEMENTS PER TPM 38256
PROPOSED BUILDING
PHASE 1
PHASE 1 PHASE 1
No. 86803 CA
L L
BEFOR YOU
D I G
9 Plotted By:This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
No. APPR. DATE
Cowan, Davie Sheet Set:BANNING LOGISTICS PRELIM Layout:Layout1November 04, 2024 04:12:21pmK:\RIV_LDEV\194455002 - Banning Logistics\CAD\TPM\BANNING-TPM-PHASING.dwg 11/4/2024
BANNING COMMERCE CENTER
W.O. No.
TENTATIVE PARCEL MAP NO. 38576
SUBMITTED BY: CITY OF BANNING
RECOMMENDED BY:
KEVIN SIN, RCE #71299, EXP 12/31/23
SENIOR CIVIL ENGINEER
APPROVED BY:
ARTURO VELA, RCE # 75696, EXP. 05/30/24
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
call: TOLL FREE
UNDERGROUND SERVICE ALERT
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CIP No.
SHEET OF
PROJECT No.
DATE
KIMLEY-HORN AND ASSOCIATES, INC.
3801 UNIVERSITY AVE., SUITE 300
RIVERSIDE, CA 92501
PHONE: 951-543-9868
WWW.KIMLEY-HORN.COM
PLANS PREPARED BY:
PREPARED UNDER THE SUPERVISION OF: DAVIE COWAN
EUGENE D. COWAN III, RCE # 86803 DATE
REVISIONS
DR21-7017
NORTH
0 GRAPHIC SCALE IN FEET
150
75 150 300
9 SITE PHASING
PHASE 1
PHASE 2
NOT A PART
LEGEND
460
§¨¦10
HATHAWAY ST
GILMAN
ST
THEODORE ST
HOFFER ST
REPPLIER RD
WILSON ST
WILLIAMS
ST
CHRISTIE
ST
HARLOW
ST
JUAREZ
ST
MORONGO RD
HATHAWAY ST
N EVANS ST
ALMOND ST
BLANCHARD
ST
SULLIVAN RD
COTTONWOOD RD
ALLEN ST
NICOLET ST
RAMSEY ST
PHILLIPS
ST
LINCOLN ST
PHILLIPS ST
CHERRY
ST CHERRY ST
EVANS
ST
HARLOW
ST
CHERRY
ST
BLANCHARD ST
EVANS
ST
ALMOND WAY
GARCIA RD
JOHN ST
SERANO RD
DAILY RD
SANTIAGO RD
LAWS RD
KELSO ST
County of San Bernardino, Maxar
PROJECT
LOCATION
PROJECT NUMBER: DR 21-7017
VICINITY MAP
APN: 532-030-008,532-030-009,532-080-008,
532-080-010,532-090-026, 532-090-028,
532-090-030,532-110-015
ZONE:Business Park (BP)
0 :250 500 750 1,000
Feet
461
UNION PACIFIC RAILROAD
HATHAWAY ST
THEODORE ST
GILMAN ST
WILSON ST
GEORGE ST
WILLIAMS ST
HATHAWAY ST
HARLOW ST
HOFFER ST
NICOLET ST N EVANS ST JACINTO
VIEW RD
RAMSEY ST
EVANS ST
HARLOW ST
EVANS ST
KELSO ST
MORONGO RD
County of San Bernardino, Maxar
PROJECT
LOCATION
PROJECT NUMBER: DR 21-7017
AERIAL BASE MAP
APN: 532-030-008,532-030-009,532-080-008,
532-080-010,532-090-026, 532-090-028,
532-090-030,532-110-015
ZONE:Business Park (BP)
0 :250 500 750 1,000
Feet
462
PROJECT
LOCATION
PROJECT NUMBER: DR 21-7017
DEVELOPMENT OPPORTUNITIES
APN: 532-030-008,532-030-009,532-080-008,
532-080-010,532-090-026, 532-090-028,
532-090-030,532-110-015
ZONE:Business Park (BP)
0 :250 500 750 1,000
Feet
§¨¦10
HATHAWAY ST
HOFFER ST
VAL MONTE ST
THEODORE ST
GILMAN ST
WILSON ST
GEORGE ST
CHRISTIE
ST
HATHAWAY ST
LAWS
RD
DAILY
RD
HARLOW ST
NICOLET ST
WILLIAMS ST
N EVANS ST
CHERRY ST
ALLEN ST
JACINTO
VIEW RD
RAMSEY ST
JUAREZ ST
JOHN ST
LINCOLN ST
PHILLIPS ST PHILLIPS ST
CHERRY
ST
EVANS ST
HARLOW
ST
CHERRY ST
EVANS ST
SULLIVAN RD
KELSO ST
MORONGO RD
County of San Bernardino, Maxar
CalFire Fire Hazard Severity Zones
California Geological Survey Liquefaction Hazard Zone
FEMA 1% (100-Year) Annual Chance Flood Hazard Zone
FEMA 0.2% (500-Year) Annual Chance Flood Hazard Zone
MSHCP Criteria Cells
USGS Blue Line Streams
Banning Airport Influence Area
Legend
Fault Zones
PROJECT
LOCATION
PROJECT NUMBER: DR 21-7017
DEVELOPMENT OPPORTUNITIES
APN: 532-030-008,532-030-009,532-080-008,
532-080-010,532-090-026, 532-090-028,
532-090-030,532-110-015
ZONE:Business Park (BP)
0 :250 500 750 1,000
Feet
463
§¨¦10
532-090-030
532-030-008 532-030-009
532-090-028
532-080-010
532-110-015
532-080-008
532-090-026
UNION PACIFIC RAILROAD
Maxar
PROJECT
LOCATION
PROJECT NUMBER: DR 21-7017
GENERAL PLAN/ZONING MAP
APN: 532-030-008,532-030-009,532-080-008,
532-080-010,532-090-026, 532-090-028,
532-090-030,532-110-015
ZONE:Business Park (BP)
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Public Facilities - Airport
Open Space - Parks
Airport Industrial
Low Density
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Mineral
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Open Space - Parks
Airport Industrial
Airport Industrial
Industrial 464
City of Banning
Community Development Department
99 E. Ramsey Street • P.O. Box 998 • Banning, CA 92220-0998 • (951) 922-3100
NOTICE OF PUBLIC HEARING
BEFORE THE CITY COUNCIL
Design Review, Case PLN 21-7017/Tentative Parcel Map, Case TPM 38576/Development Agreement Banning Commerce Center Project by Sansone Group
Project Site: APNs 532-030-008, 532-030-009, 532-080-008, 532-080-010, 532-090-026, 532-090-028, 532- 090-030, 532-110-015, Banning, CA 92220
NOTICE IS HEREBY GIVEN that the City Council of the City of Banning, California, will hold a public hearing at its meeting of May 13, 2025. The City Council meeting begins at 5:00 p.m., in the Council Chambers at City Hall, 99 East Ramsey Street, Banning, CA 92220. To observe the live meeting through your personal computer or smart phone enter the following link: https://banninglive.viebit.com or view on the Banning Government Channel on Cable Television.
The purpose of this hearing is to consider entitlement applications by Sansone Group (Applicant) for the Banning Commerce Center Project (Project). Specifically, the Applicant seeks approval of a Design Review application, Case PLN 21-7017, for a proposed development of an approximately 1,320,284-square foot industrial warehouse building (including office space within) on approximately 131.28 acres of vacant land located within the eastern portion of the City of Banning that is north of the I-10 freeway and east of Hargrave St. on the Project Site specified above. The Project would include loading docks, trailer parking stalls, passenger vehicle parking stalls, drive aisles, landscaping, and stormwater detention. The Applicant also seeks approval of a Tentative Parcel Map, Case TPM 38576, for the subdivision of the 131.28-acre Project Site into three numbered lots for the Project and related improvements and four lettered lots for rights-of-way and public utility purposes. The Applicant also seeks approval of a Development Agreement with the City to establish terms and obligations for both parties related to PLN 21-7017, TPM 38576 and infrastructure on- and off-site. The City Council will consider approving case PLN 21-7017, TPM 38576 and a Development Agreement between the City and Applicant, Sansone Group/JDNJ Enterprises, LLC; certifying the associated Final Environmental Impact Report (SCH No. 2022090102); and adopting findings, a Statement of Overriding Considerations (SOOC), and a Mitigation Monitoring and Reporting Program pursuant to the California Environmental Quality Act.
The Planning Commission reviewed the subject project at its meeting of March 5, 2025, and voted 3 to 2 to recommend City Council approval of the above applications.
ENVIRONMENTAL DETERMINATION: The Project has been reviewed in accordance with the California Environmental Quality Act (CEQA) and an Environmental Impact Report has been prepared for the project, together with Findings of Fact and a Statement of Overriding Consideration (SOOC), including Findings in support of the SOOC, and a Mitigation Monitoring and Reporting Program for the Project, to be considered by the City Council.
A Notice of Availability to review the draft Environmental Impact Report for the Banning Commerce Center EIR (SCH No. 2022090102) was published in June 2024, with the 45-day public review and comment period for the Project beginning on June 17, 2024, and ending on August 2, 2024, and a Final Environmental Impact Report was prepared.
REVIEW OF PROJECT INFORMATION: The proposed application, site plan, and related documents are available for public review by contacting the Community Development Department during normal business hours (Monday – Friday, 8:00am to 5:00pm) by telephone at (951) 922-3125. Additional project information is also available on the City’s website by visiting the following link:
https://engagebanning.civilspace.io/en/projects/banning-commerce-center 465
99 E. Ramsey Street • P.O. Box 998 • Banning, CA 92220-0998 • (951) 922-3100 COMMENT ON THIS APPLICATION: Response to this notice may be made verbally at the Public Hearing and/or in writing before the hearing:
• You may provide oral comments at the in-person hearing. Agendas are available at least 72 hours in advance of the meeting online: https://banningca.granicus.com/ViewPublisher.php?view_id=1 • Written comments may be submitted to the City Council by email at [email protected] or letter to the address below. Transmittal prior to the start of the meeting is required. Any correspondence received during or after the meeting will be distributed to the City Council as soon as practicable and retained for the official record.
City Clerk’s Office
PO Box 998
99 E. Ramsey St
Banning, CA 92220
Any challenge of the proposed project in court may be limited to raising only those issues raised at the public hearing described in this notice, or in written correspondence delivered to the City Clerk at, or prior, to the public hearing (Government Code Section 65009[b][2]).
Si necesita ayuda con esta carta, por favor llame a la Ciudad de Banning y puede hablar con Sandra Calderon, teléfono (951) 922-3125.
BY ORDER OF THE COMMUNITY DEVELOPMENT DIRECTOR OF THE CITY OF BANNING, CALIFORNIA.
David A. Newell, AICP Dated: April 24, 2025
Community Development Director Publish: May 2, 2025
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HATHAWAY ST
GILMAN
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THEODORE ST
HOFFER ST
REPPLIER RD
WILSON ST
WILLIAMS
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CHRISTIE
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JUAREZ
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MORONGO RD
HATHAWAY ST
N EVANS ST
ALMOND ST
BLANCHARD
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ALLEN ST
NICOLET ST
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LINCOLN ST
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CHERRY
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HARLOW
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ALMOND WAY
GARCIA RD
JOHN ST
SERANO RD
DAILY RD
SANTIAGO RD
LAWS RD
KELSO ST
County of San Bernardino, Maxar
PROJECT
LOCATION
PROJECT NUMBER: DR 21-7017
VICINITY MAP
APN: 532-030-008,532-030-009,532-080-008,
532-080-010,532-090-026, 532-090-028,
532-090-030,532-110-015
ZONE:Business Park (BP)
0 :250 500 750 1,000
Feet
467
CITY OF BANNING
STAFF REPORT
TO: CITY COUNCIL
FROM: Robert Fisher, Acting City Manager
PREPARED BY: Art Vela, Public Works Director
MEETING DATE: May 13, 2025
SUBJECT: Consideration of Resolution 2025-61, Opposing South Coast Air Quality Management District's Proposed Amended Rules 1111 and 1121 RECOMMENDATION:
Adopt Resolution 2025-61.
BACKGROUND:
South Coast Air Quality Management District (AQMD) has introduced Proposed Amended Rules (PAR) 1111 and 1121, aiming to reduce NOx emissions from natural gas-fired furnaces and residential-type water heaters. These amendments are designed to transition towards zero-emission appliances in both new and existing residential buildings, aligning with the objectives outlined in the 2022 Air Quality Management Plan (AQMP).
The following summary of the key advantages and disadvantages were identified by the Western Riverside Council of Government's (WRCOG) Advocacy Ad Hoc Committee:
Advantages of PAR 1111 and 1121:
Environmental and Health Benefits: Implementing these rules is projected to reduce NOx emissions by approximately nine tons per day, contributing significantly to improved air quality in the region. This reduction is expected to prevent around 4,000 premature deaths, 16,000 new asthma cases, and 4,000 emergency room visits annually.
Alignment with AQMP Goals: The amendments support the 2022 AQMP's target of a 67% reduction in NOx emissions by the year 2037, facilitating compliance with federal air quality standards.
Incentive Programs: AQMD has developed the "Go Zero" rebate program, allocating $21M to assist residents and small businesses in transitioning to zero-emission appliances, thereby offsetting some of the associated costs.
Challenges and Concerns of PAR 1111 and 1121:
Economic Impact: Stakeholders have expressed concerns that the financial burden of replacing existing appliances with zero-emission units could disproportionately affect low-income households and small businesses. The costs associated with purchasing new appliances, potential electrical panel upgrades, and installation may be prohibitive for many.
Technological Feasibility: Industry experts have highlighted potential challenges regarding the availability and maturity of zero-emission appliances suitable for retrofitting older buildings. There are concerns about whether current technologies can meet the diverse needs of consumers without causing project delays and increased costs.
Implementation Timeline: The proposed timeline for compliance has been criticized as aggressive, 468
potentially leading to supply chain issues and inflated prices. Stakeholders have suggested that a more extended timeline would allow for a smoother transition and better market adaptation.
Opposition from Local Governments: Several local governments and councils of governments have formally opposed the proposed amendments, highlighting concerns about high implementation costs and minimal air quality benefits.
WRCOG's Advocacy Ad Hoc Committee recommended to WRCOG that its Executive Committee oppose PAR 1111 and 1121, in their current form. On March 3, 2025, WRCOG approved Resolution 01-25, "A Resolution of the Executive Committee of the Western Riverside Council of Governments Opposing the South Coast Air Quality Management Districts Proposed Amended Rules 1111 and 1121." JUSTIFICATION:
The primary reasons for opposition include the significant economic burden on residents and small businesses, technological feasibility concerns, and the short implementation timeline.
FISCAL IMPACT:
Not applicable.
ALTERNATIVES:
Do not adopt Resolution 2025-61 and provide staff with alternate direction.
BUDGETED?:
No
CONTRACT/AGREEMENT:
No
ATTACHMENTS:
1. Resolution 2025-61 AQMD Rules 1111 and 1121.docx
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Resolution 2025-61