Agenda packet — Redlands City Council, November 21, 2023 (part 3 of 4)

By _________________ _
Authorized Signatory
California Statewide Communities
Development Authority

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EXHIBIT A TO THE RESOLUTION OF INTENTION

DESCRIPTION OF WORK
The public capital improvements to be acquired and owned by the City of [__________] or another local agency upon or for the benefit of parcels within the Assessment District, for the project known as [Project Name], which are authorized to be financed pursuant to the Municipal Improvement Act of 1913 and as to which the owners of the applicable parcels within the Assessment District have applied for participation in SCIP, as more particularly described below.

CAPITAL IMPROVEMENTS*

*Capital improvements includes funding for incidental costs associated with the capital improvements, including but not limited to, contingency, design, engineering, and construction management [End of Form of Resolution of Intention]
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EXHIBIT “B”

FORM OF ACQUISITION AGREEMENT
_____________________

CALIFORNIA STATEWIDE COMMUNITIES DEVELOPMENT AUTHORITY

STATEWIDE COMMUNITY INFRASTRUCTURE PROGRAM

ACQUISITION AGREEMENT

BY AND BETWEEN

CITY OF REDLANDS
AND
[DEVELOPER]

Dated as of _______, 20__

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ACQUISITION AGREEMENT
Recitals
A. The parties to this Acquisition Agreement (the “Agreement”) are the CITY OF REDLANDS, (the “Local Agency”), and [DEVELOPER], a [ indicate type of legal entity ] (the “Developer”).

B. The effective date of this Agreement is ________, 20__.

C. The Developer has applied for the financing of, among other things, certain public capital improvements to be owned by the Local Agency (collectively, the “Acquisition Improvements”) through the California Statewide Communities Development Authority (the “Authority”) and its Statewide Community Infrastructure Program (“SCIP”). [ For CFDS:][The Acquisition Improvements are to be owned and operated by the Local Agency, and the financing is to be accomplished through a community facilities district which will be administered by the Authority under and pursuant to the Mello-Roos Community Facilities Act of 1982 – California Government Code Sections 53311 and following (the “Act”). On [__________], 20[_], the Local Agency entered into a Joint Community Facilities Agreement authorizing the Authority to form a community facilities district (the “District”) within the territorial limits of the Local Agency to finance, among other things, the Acquisition Improvements. On [__________], 20[_], the Authority formed the District and, on the same date, a landowner election was conducted in which all of the votes were cast unanimously in favor of conferring the District authority on the Authority Commission.] [ For Assessment Districts :][The Acquisition Improvements are to be owned and operated by the Local Agency, and the financing is to be accomplished through an assessment district (the “District”) which will be administered by the Authority under and pursuant to Municipal Improvemen t Act of 1913 (Streets and Highways Code Sections 10000 and following) (the “1913 Act”) and the issuance of improvement bonds (the “Local Obligations”) under the Improvement B ond Act of 1915 (Streets and Highways Code Sections 8500 and following) (the “1915 Act” and, together with the “1913 Act” the “Act”).] D. The administration, payment and reimbursement of the Acquisition Improvements shall be as provided herein.

E. Under SCIP, the Authority intends to levy [assessments] [special taxes] and issue bonds, in one or more series, to fund, among other things, all or a portion of the costs of the Acquisition Improvements. The portion of the proceeds of the [special taxes and] bonds allocable to the cost of the Acquisition Improvements, together with interest earned thereon, is referred to herein as the “Available Amount”.

F. The Authority will provide financing for the acquisition by the Local Agency of the Acquisition Improvements and the payment of the Acquisition Price (as defined herein) of the Acquisition Improvements from the Available Amount. Attached hereto as Exhibit A is a description of the Acquisition Improvements, which includes authorized discrete and usable portions, if any, of the public capital improvements, pursuant to Section 53313.51 of the Act, to be acquired from the Developer.

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G. The parties anticipate that, upon completion of the Acquisition Improvements and subject to the terms and conditions of this Agreement, the Local Agency will acquire such completed Acquisition Improvements with the Available Amount.

H. Any and all monetary obligations of the Local Agency arising out of this Agreement are the special and limited obligations of the Local Agency payable only from the Available Amount, and no other funds whatsoever of the Local Agency shall be obligated therefor.

I. Attached to this Agreement are Exhibit A (Acquisition Improvements and the Eligible Portions thereof), Exhibit B (Form of Requisition), and Exhibit C (Bidding, Contracting and Construction Requirements for Acquisition Improvements), all of which are incorporated into this Agreement for all purposes.

In consideration of Recitals A through I, inclusive, and the mutual covenants, undertakings and obligations set forth below, the Local Agency and the Developer agree as stated below.

Agreement

DEFINITIONS; DISTRICT FORMATION AND

FINANCING PLAN
Definitions. As used herein, the following capitalized terms shall have the meanings ascribed to them below:
“Acceptable Title” means free and clear of all monetary liens, encumbrances, assessments, whether any such item is recorded or unrecorded, and taxes, except those items which are reasonably determined by the Local Agency Engineer not to interfere with the intended use and therefore are not required to be cleared from the title. “Acquisition and Construction Fund” means the “[Local Agency] Acquisition and Construction Fund” established by the Authority pursuant to Section 1.03 hereof for the purpose of paying the Acquisition Price of the Acquisition Improvements and which fund may be held as a subaccount within a fund established under the Authority Trust Agreement and may be commingled with acquisition and construction fund monies available for other public capital improvements.
“Acquisition Improvement” shall have the meaning assigned to such term in the recitals and are further described in Exhibit A.
“Acquisition Price” means the total amount eligible to be paid to the Developer upon acquisition of an Acquisition Improvement as provided in Section 2.03 not to exceed the Actual Cost of the Acquisition Improvement.
“Act” has the meaning ascribed thereto in Recital C.
“Actual Cost” means the total cost of an Acquisition Improvement, as documented by the Redlands Regular Meeting 11-21-23
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Developer to the satisfaction of the Local Agency and as certified by the Local Agency Engineer in an Actual Cost Certificate including, without limitation, (a) the Developer’s cost of constructing such Acquisition Improvement including grading, labor, mat erial and equipment costs, (b) the Developer’s cost of designing and engineering the Acquisition Improvement, preparing the plans and specifications and bid documents for such Acquisition Improvement, and the costs of inspection, materials testing and cons truction staking for such Acquisition Improvement, (c) the Developer’s cost of any performance, payment and maintenance bonds and insurance, including title insurance, required hereby for such Acquisition Improvement, (d) the Developer’s cost of any real property or interest therein that is either necessary for the construction of such Acquisition Improvement (e.g., temporary construction easements, haul roads, etc.), or is required to be conveyed with such Acquisition Improvement in order to convey Accepta ble Title thereto to the Local Agency or its designee, (e) the Developer’s cost of environmental evaluation or mitigation required for such Acquisition Improvement, (f) the amount of any fees , excluding development impact fees, actually paid by the Developer to governmental agencies in order to obtain permits, licenses or other necessary governmental approvals and reviews for such Acquisition Improvement, (g) the Developer’s cost for construction and project management, administration and supervision servic es for such Acquisition Improvement, (h) the Developer’s cost for professional services related to such Acquisition Improvement, including engineering, accounting, legal, financial, appraisal and similar professional services, and (i) the costs of construc tion financing incurred by the Developer with respect to such Acquisition Improvement. “Actual Cost Certificate” means a certificate prepared by the Developer detailing the Actual Cost of an Acquisition Improvement, or an Eligible Portion thereof, to be acquired hereunder, as may be revised by the Local Agency Engineer pursuant to Section 2.03. “Agreement” means this Acquisition Agreement, dated as of [_______________], 20[_]. “Authority” means the California Statewide Communities Development Authority. “Authority Trust Agreement” means a Trust Agreement entered into by the Authority and an Authority Trustee in connection with the issuance of bonds. “Authority Trustee” means the financial institution identified as trustee in an Authority Trust Agreement.
“Available Amount” shall have the meaning assigned to the term in Recital E. “Bonds” means bonds or other indebtedness issued by the Authority as tax -exempt or taxable bonds or other indebtedness, in one or more series, that is to be repaid by the District. “Code” means the Streets and Highways Code or the Government Code of the State of California, as applicable.
“Developer” means [Developer], its successors and assigns. “Disbursement Request Form” means a requisition for payment of funds from the Acquisition and Construction Fund for an Acquisition Improvement, or an Eligible Portion thereof in substantially the form contained in Exhibit B hereto.

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“District” shall have the meaning assigned to the term in Recital C. “Eligible Portion” shall have the meaning ascribed to it in Section 2.03 below. “Installment Payment” means an amount equal to ninety percent (90%) of the Actual Cost of an Eligible Portion.
“Local Agency” means the City of Redlands.
“Local Agency Engineer” means the Engineer of the Local Agency or his/her designee who will be responsible for administering the acquisition of the Acquisition Improvements hereunder.
“Project” means the Developer’s development of the property in the District, including the design and construction of the Acquisition Improvements and the other public and private improvements to be constructed by the Developer within the District. [“Special Taxes” means annual special taxes, and prepayments thereof, authorized by the District to be levied by the Commission of the Authority.] “Title Documents” means, for each Acquisition Improvement acquired hereunder, a grant deed or similar instrument necessary to transfer title to any real property or interests therein (including easements), or an irrevocable offer of dedication of such real property with interests therein necessary to the operation, maintenance, rehabilitation and improvement by the Local Agency of the Acquisition Improvement (including, if necessary, easements for ingress and egress) and a bill of sale or similar instrument evidencing transfer of title to the Acquisition Improvement (other than said real property interests) to the Local Agency, where applicable.

Participation in SCIP . [ For CFDs:][The Local Agency has entered into a Joint Community Facilities Agreement with the Authority for the purpose of accepting applications from time to time of developers within the Local Agency’s jurisdictional boundaries.] Developer has applied for financing through SCIP of the Acquisition Improvements, and such application has been approved by the Local Agency. Developer and Local Agency agree that until and unless such financing is completed by the Authority and the Available Amount is depos ited in the Acquisition Account (as defined in Section 1.03 below), neither the Developer nor the Local Agency shall have any obligations under this agreement. Developer agrees to cooperate with the Local Agency and the Authority in the completion of SCIP financing for the Acquisition Improvements.

Deposit and Use of Available Amount.

Upon completion of the SCIP financing, the Available Amount will be deposited by the Authority in the Acquisition Account.

The Authority will cause the SCIP Trustee to establish and maintain an account (the “Acquisition Account”) for the purpose of holding all funds for the Acquisition Improvements.

All earnings on amounts in the Acquisition and Construction Fund shall remain in the Acquisition and Construction Fund for use as provided herein and pursuant to the Authority Trust Agreement.

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Money in the Acquisition and Construction Fund shall be available to respond to delivery of a Disbursement Request Form and to be paid to the Developer or its designee to pay the Acquisition Price of the Acquisition Improvements, as specified in Article II hereof. Upon completion of all of the Acquisition Improvements and the payment of all costs thereof, any remaining funds in the Acquisition and Construction Fund (less any amount determined by the Local Agency as necessary to reserve for claims against t he account) (i) shall be applied to pay the costs of any additional Acquisition Improvements eligible for acquisition with respect to the Project as approved by the Authority and, to the extent not so used, (ii) shall be applied by the Authority [to call B onds or to reduce Special Taxes as the Authority shall determine][as provided in Section 10427.1 of the Code to pay a portion of the assessments levied on the Project property in the District].

No Local Agency Liability; Local Agency Discretion; No Effect on Other Agreements. In no event shall any actual or alleged act by the Local Agency or any actual or alleged omission or failure to act by the Local Agency with respect to SCIP subject the Local Agency to monetary liability therefor. Further, nothing in this Agreement sha ll be construed as affecting the Developer’s or the Local Agency’s duty to perform their respective obligations under any other agreements, public improvement standards, land use regulations or subdivision requirements related to the Project, which obligat ions are and shall remain independent of the Developer’s and the Local Agency’s rights and obligations under this Agreement.

DESIGN, CONSTRUCTION AND ACQUISITION OF ACQUISITION IMPROVEMENTS Letting and Administering Design Contracts. The parties presently anticipate that the Developer has awarded and administered or will award and administer engineering design contracts for the Acquisition Improvements to be acquired from Developer. All eligible expenditures of the Developer for de sign engineering and related costs in connection with the Acquisition Improvements (whether as an advance to the Local Agency or directly to the design consultant) shall be reimbursed at the time of acquisition of such Acquisition Improvements. The Developer shall be entitled to reimbursement for any design costs of the Acquisition Improvements only out of the Acquisition Price as provided in Section 2.03 and shall not be entitled to any payment for design costs independent of or prior to the acquisition of Acquisition Improvements.

Letting and Administration of Construction Contracts; Indemnification. State law requires that all Acquisition Improvements not completed prior to the formation of the District shall be constructed as if they were constructed under the direction and supervision, or under the authority, of the [Local Agency]. In order to assure compliance with those provisions, except for any contracts entered into prior to the date hereof, Developer agrees to comply with the requirements set forth in Exhibit C hereto with respect to the bidding and contracting for the construction of the A cquisition Improvements. The Developer agrees that all the contracts shall call for payment of prevailing wages as required by the Labor Code of the State of California. The Developer’s indemnification obligation set forth in Section 3.01 of this Agreement shall also apply to any alleged failure to comply with the requirements of this Section, and/or applicable State laws regarding public contracting and prevailing wages.

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Sale of Acquisition Improvements . The Developer agrees to sell to the [Local Agency] each Acquisition Improvement to be constructed by Developer (including any rights-of- way or other easements necessary for the Acquisition Improvements, to the extent not already publicly owned), when th e Acquisition Improvement is has been constructed and is complete to the satisfaction of the Local Agency for an amount not to exceed the lesser of (i) the Available Amount or (ii) the Actual Cost of the Acquisition Improvement. Exhibit A, attached hereto and incorporated herein, contains a list of the Acquisition Improvements. Portions of an Acquisition Improvement eligible for Installment Payments prior to completion of the entire Acquisition Improvement are described as eligible, discrete and usable portions in Exhibit A (each, an “Eligible Portion”). At the time of completion of each Acquisition Improvement, or Eligible Portion thereof, the Developer shall deliver to the Local Agency Engineer a written request for acquisition, accompanied by an Actual Cost Certificate, and by executed Title Documents for the transfer of the Acquisition Improvement where necessary. In the event that the Local Agency Engineer finds that the supporting paperwork submitted by the Developer fails to demons trate the required relationship between the subject Actual Cost and eligible work, the Local Agency Engineer shall advise the Developer that the determination of the Actual Cost (or the ineligible portion thereof) has been disallowed and shall request furt her documentation from the Developer. If the further documentation is still not adequate, the Local Agency Engineer may revise the Actual Cost Certificate to delete any disallowed items and the determination shall be final and conclusive.

Certain soft costs for the Acquisition Improvements, such as civil engineering, may have been incurred pursuant to single contracts that include work relating also to the private portions of the Project. In those instances, the total costs under such cont racts will be allocated to each Acquisition Improvement as approved by the Local Agency Engineer. Where a specific contract has been awarded for design or engineering work relating solely to an Acquisition Improvement, one hundred percent (100%) of the co sts under the contract will be allocated to that Acquisition Improvement. Amounts allocated to an Acquisition Improvement will be further allocated among the Eligible Portions of that Acquisition Improvement, if any, in the same proportion as the amount to be reimbursed for hard costs for each Eligible Portion bears to the amount to be reimbursed for hard costs for the entire Acquisition Improvement. Costs will be allocated to each Acquisition Improvement as approved by the Local Agency Engineer. The cos ts of certain environmental mitigation required to mitigate impacts of the public and private portions of the Project will be allocated to each Acquisition Improvement as approved by the Local Agency Engineer.

In the event that the Actual Cost is in excess of the Available Amount, the Local Agency shall withdraw the Available Amount from the Acquisition Account and transfer said amount to the Developer. In the event that the Actual Cost is less than the Availab le Amount, the Local Agency shall withdraw an amount from the Acquisition Account equal to the Actual Cost, and shall transfer said amount to the Developer. Any amounts then remaining in the Acquisition Account shall be applied as provided in Section 1.03.

In no event shall the Local Agency be required to pay the Developer more than the amount on deposit in the Acquisition Account at the time such payment is requested.

Conditions Precedent to Payment of Acquisition Price. Payment to the Developer or its designee of the Acquisition Price for an Acquisition Improvement from the Acquisition and Construction Fund shall in every case be conditioned first upon the determination of the Local Redlands Regular Meeting 11-21-23
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Agency Engineer, pursuant to Section 2.03, that the Acquisition Improvement satisfies all Local Agency regulations and ordinances and is otherwise complete and ready for acceptance by the Local Agency, and shall be further conditioned upon satisfaction of the following additional conditions precedent:

The Developer shall have provided the Local Agency with lien releases or other similar documentation satisfactory to the Local Agency Engineer as evidence that none of the property (including any rights -of-way or other easements necessary for the operation and maintenance of the Acquisition Improvement, to the extent not already publicly owned) comprising the Acquisition Improvement, and the property which is subject to the [assessments/Special Taxes] of the District, is not subject to any prospective mechanics lien claim respecting the Acquisition Improvements.

All due and payable property taxes, and installments of [assessments/Special Taxes] shall be current on property owned by the Developer or under option to the Developer that is subject to the lien of the District.

The Developer shall certify that it is not in default with respect to any loan secured by any interest in the Project.

The Developer shall have provided the Local Agency with Title Documents needed to provide the Local Agency with title to the site, right-of-way, or easement upon which the subject Acquisition Improvements are situated. All such Title Documents shall be in a form acceptable to the Local Agency (or applicable governmental agency) and shall convey Acceptable Title. The Developer shall provide a policy of title insurance as of the date of transfer in a form acceptable to the Local Agency Engineer insuring the Local Agency as to the interests acquired in connection with the acquisition of any interest for which such a policy of title insurance is not required by another agreement between the Local Agency and the Developer. Each title insurance policy required hereunder shall be in the amount equal to or greater than the Acquisition Price.

SCIP Requisition. Upon a determination by the Local Agency Engineer to pay the Acquisition Price of the Acquisition Improvements pursuant to Section 2.04, the Local Agency Engineer shall cause a SCIP Requisition to be submitted to the Program Administrator. The Program Administrator will review the SCIP Requisition and forward it with instructions to the SCIP Trustee and the SCIP Trustee shall make payment directly to the Developer of such amount pursuant to the SCIP Trust Agreement. The Local Agency and the Developer acknowledge and agree that the SCIP Trustee shall make payment strictly in accordance with the SCIP Requisition and shall not be required to determine whether or not the Acquisition Improvements have been completed or what the Actual Costs m ay be with respect to such Acquisition Improvements. The SCIP Trustee shall be entitled to rely on the SCIP Requisition on its face without any further duty of investigation.

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MISCELLANEOUS
Indemnification and Hold Harmless . The Developer hereby assumes the defense of, and indemnifies and saves harmless the Local Agency, the Authority, and each of its respective officers, directors, employees and agents, from and against all actions, damages, claims, losses or expenses of every type and description to which they may be subjected or put, by reason of, or resulting from or alleged to have resulted from the acts or omissions of the Developer or its agents and employees in the performance of this Agreement, or arising out of any contract for the design, engineering and construction of the Acquisition Improvements or arising out of any alleged misstatements of fact or alleged omission of a material fact made by the Developer, its officers, directors, employees or agents to the Authority's underwriter, financial advisor, appraiser, district engineer or bond counsel or regarding the Developer, its proposed developments, its property ownership and its contractual arrangements contained in the official statement relating to the SCIP financing (provided that the Developer shall have been furnished a copy of such official statement and shall not have objected thereto); and provided, further, that nothing in this Section 3.01 shall limit in any manner the Local Agency’s rights against any of the Developer’s architects, engineers, contractors or other consultants. Except as set forth in this Section 3.01, no provision of this Agreement shall in any way limit the extent of the responsibility of the Developer for payment of damages resulting from the operations of the Developer, its agents and employees. Nothing in this Section 3.01 shall be understood or construed to mean that the Developer agrees to indemnify the Local Agency, the Authority or any of its respective officers, directors, emp loyees or agents, for any negligent or wrongful acts or omissions to act of the Local Agency, Authority its officers, employees, agents or any consultants or contractors.

Audit. The Local Agency shall have the right, during normal business hours and upon the giving of ten days’ written notice to the Developer, to review all books and records of the Developer pertaining to costs and expenses incurred by the Developer (for which the Developer seeks reimbursement) in constructing the Acquisition Improvements.

Cooperation. The Local Agency and the Developer agree to cooperate with respect to the completion of the SCIP financing for the Acquisition Improvements. The Local Agency and the Developer agree to meet in good faith to resolve any differences on future matters which are not specifically covered by this Agreement.

General Standard of Reasonableness . Any provision of this Agreement which requires the consent, approval or acceptance of either party hereto or any of their respective employees, officers or agents shall be deemed to require that such consent, approval or acceptance not be unreasonably withheld or delayed, unless such provision expressly incorporates a different standard. The foregoing provision shall not apply to provisions in the Agreement which provide for decisions to be in the sole discretion of the party making the decision.

Third Party Beneficiaries. The Authority and its officers, employees, agents or any consultants or contractors are expressly deemed third party beneficiaries of this Agreement with respect to the provisions of Section 3.01. It is expressly agreed that, except for the Authority with respect to the provisions of Section 3.01, there are no third party beneficiaries of this Agreement, Redlands Regular Meeting 11-21-23
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including without limitation any owners of bonds, any of the Local Agency’s or the Developer’s contractors for the Acquisition Improvements and any of the Local Agency’s, the Authority's or the Developer’s agents and employees.

Conflict with Other Agreements . Nothing contained herein shall be construed as releasing the Developer or the Local Agency from any condition of development or requirement imposed by any other agreement between the Local Agency and the Developer, and, in the event of a conflicting provision, such other agreement shall prevail unless such conflicting provision is specifically waived or modified in writing by the Local Agency and the Developer.

Notices. All invoices for payment, reports, other communication and notices relating to this Agreement shall be mailed to:

If to the Local Agency:

City of Redlands
[Address to come]
If to the Developer:
[Developer]
[Address to come]
Either party may change its address by giving notice in writing to the other party.

Severability. If any part of this Agreement is held to be illegal or unenforceable by a court of competent jurisdiction, the remainder of this Agreement shall be given effect to the fullest extent reasonably possible.

Governing Law . This Agreement and any dispute arising hereunder shall be governed by and interpreted in accordance with the laws of the State of California.

Waiver. Failure by a party to insist upon the strict performance of any of the provisions of this Agreement by the other party, or the failure by a party to exercise its rights upon the default of the other party, shall not constitute a waiver of such party’s right to insist and demand strict compliance by the other party with the terms of this Agreement.

Singular and Plural; Gender. As used herein, the singular of any word includes the plural, and terms in the masculine gender shall include the feminine.

Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original.

Successors and Assigns . This Agreement is binding upon the heirs, assigns and successors-in-interest of the parties hereto. The Developer may not assign its rights or obligations hereunder, except to successors -in-interest to the property within the District, without the prior written consent of the Local Agency.

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Remedies in General . It is acknowledged by the parties that the Local Agency would not have entered into this Agreement if it were to be liable in damages under or with respect to this Agreement or the application thereof, other than for the payment to the Developer of any (i) moneys owing to the Developer hereunder, or (ii) moneys paid by the Developer pursuant to the provisions hereof which are misappropriated or improperly obtained, withheld or applied by the Local Agency.

In general, each of the parties hereto may pursue any remedy at law or equity available for the breach of any provision of this Agreement, except that the Local Agency shall not be liable in damages to the Developer, or to any assignee or transferee of the Developer other than for the payments to the Developer specified in the preceding paragraph. Subject to the foregoing, the Developer covenants not to sue for or claim any damages for any alleged breach of, or dispute which arises out of, this Agreement.

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IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year written above.

CITY OF REDLANDS

By: ______________________________________
[City Manager]

ATTEST:

City Clerk of the City of Redlands

By: ________________________________

[DEVELOPER],
a [indicate type of legal entity]

By: __________________________
(Signature)

__________________________
(Print Name)

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Exhibit A to the Acquisition Agreement

DESCRIPTION OF ACQUISITION IMPROVEMENTS AND BUDGETED AMOUNTS

[To be completed based on Final Engineer’s Report]

Funding includes amounts for incidental costs associated with the capital improvements, including, but not limited to, contingency, design, engineering, and construction management.

ACQUISITION IMPROVEMENTS TOTAL AMOUNT*
[_] ............................................................................................................. $[_] [_] ............................................................................................................. $[_]

* Estimated. Acquisition Price will be determined based on Actual Cost as further described in this Acquisition Agreement.

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Exhibit B to the Acquisition Agreement

FORM OF SCIP REQUISITION
To: BLX Group LLC
SCIP Program Administrator
777 S. Figueroa St., Suite 3200
Los Angeles, California 90017
Attention: Vo Nguyen
Fax: 213-612-2499

Re: Statewide Community Infrastructure Program
The undersigned, a duly authorized officer of the CITY OF REDLANDS hereby requests a withdrawal from the [DEVELOPER] ACQUISITION ACCOUNT, as follows:

Request Date: [Insert Date of Request]
Name of Developer: [Developer]
Withdrawal Amount: [Insert Acquisition Price]
Acquisition Improvements: [Insert Description of Acquisition Improvement(s) from Ex. A] Payment Instructions: [Insert Wire Instructions or Payment Address for Developer] The undersigned hereby certifies as follows:

1. The Withdrawal is being made in accordance with a permitted use of such monies pursuant to the Acquisition Agreement, and the Withdrawal is not being made for the purpose of reinvestment.

2. None of the items for which payment is requested have been reimbursed previously from other sources of funds.

3. If the Withdrawal Amount is greater than the funds held in the Acquisition Account, the SCIP Program Administrator is authorized to amend the amount requested to be equal to the amount of such funds.

4. To the extent the Withdrawal is being made prior to the date bonds have been issued on behalf of SCIP, this withdrawal form serves as the declaration of official intent of the CITY OF REDLANDS, pursuant to Treasury Regulations 1.150 -2, to reimburse with respect expenditures made from the Acquisition Account listed above in the amount listed above.

CITY OF REDLANDS
By:

Title:

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EXHIBIT “C”

ELIGIBLE FACILITIES
Eligible facilities that may be financed by a CFD formed by CSCDA through SCIP include all improvements authorized under the Mello-Roos Act, including but not limited to the following:

Transportation Improvements
Eligible roadway improvements include, but are not limited to: acquisition of land and easements; roadway design; project management; bridge crossings and culverts; clearing, grubbing, and demolition; grading, soil import/export, paving (including slurry s eal), and decorative/enhanced pavement concrete and/or pavers; joint trenches, underground utilities and undergrounding of existing utilities; dry utilities and appurtenances; curbs, gutters, sidewalks, bike trails (including onsite and off -site), enhanced fencing, and access ramps; street lights, signalization, and traffic signal control systems; bus turnouts; signs and striping; erosion control; median and parkway landscaping and irrigation; entry monumentation; bus shelters, bus and transit improvements including transfer stations and regional public transit improvements; masonry walls; traffic control; and other improvements related thereto. Eligible improvements for the roads listed herein also include any and all necessary underground potable and recy cled water, sanitary sewer, and storm drainage system improvements.

Water System Improvements
Authorized facilities include any and all water facilities designed to meet the needs of development within the CFD. These facilities include, but may not be limited to: water storage, treatment and distribution facilities including waterlines and appurte nances, gate valves, pressure reducing stations, flow meters, fire hydrants, and other improvements related thereto such as site clearing, grading and paving; curbs and gutters; booster pump stations & power; stand -by generators; site lighting, drainage, sanitary sewer, and water service; landscaping and irrigation; access gates, and fencing; and striping and signage.

Recycled Water System Improvements
Authorized facilities include any and all recycled water system facilities designed to meet the needs of development within the CFD. These facilities include, but may not be limited to: treatment and distribution facilities including pipelines and appurte nances, gate valves, flow meters, booster pump pressurization system, and other improvements related thereto - such as site clearing, grading and paving; curbs and gutters; booster pump stations; stand-by generators; site lighting, drainage, sanitary sewer , and water service; landscaping and irrigation; access gates, and fencing; and striping and signage.

Drainage System Improvements
Authorized facilities include any and all drainage and storm drain improvements designed to meet the needs of development within the CFD. These facilities include, but may not be limited to:
excavation and grading, pipelines and appurtenances, outfalls and water quality measures, detention/retention basins, drainage pretreatment facilities, drainage ways /channels, pump stations, landscaping and irrigation; access roads, gates, and fencing; and striping and signage and other improvements related thereto.

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Wastewater System Improvements
Authorized facilities include any and all wastewater facilities designed to meet the needs of development within the CFD. These facilities include, but may not be limited to, pipelines and all appurtenances thereto; manholes; tie-in to existing main lines; force mains; lift stations; upgrades to existing lift stations; odor -control facilities; and permitting related thereto; and related sewer system improvements.

Park, Parkway and Open Space Improvements
Authorized facilities include any and all improvements to parks, parkways and open space required for development within the CFD. These facilities include, but may not be limited to: grading, turf, shrubs and trees, landscaping irrigation, site lighting, drainage, sanitary sewer and water service, pedestrian and bicycle trails, protective fencing (including soundwalls), pedestrian/bicycle bridges, storm drain crossings, wetland mitigation, hawk mitigation for authorized facilities herein, access gates and fencing and related open space improvements. Authorized facilities include acquisition of any and all parkland as well as open space/bike trail/public access easements required for development within the CFD.

School and Educational Facilities
Authorized facilities include classroom renovation, updates to school safety and security systems, technology improvements, energy efficiency improvements, school modernization and retrofitting, and new classroom and school construction as required for development within the CFD.

Other Incidental Expenses and Bond Issuance Costs
In addition to the above facilities, other incidental expenses as authorized by the Mello -Roos Community Facilities Act of 1982, including, but not limited to, the cost of planning and designing the facilities (including the cost of environmental evaluatio n, remediation and mitigation); engineering and surveying; construction staking; utility relocation and demolition costs incidental to the construction of the public facilities; costs of project/construction management; costs (including the costs of legal services) associated with the formation of the CFD; issuance of bonds (if any); determination of the amount of taxes; collection of taxes; payment of taxes; costs of calculating and providing reimbursements from one-time special tax payments; or costs otherwise incurred in order to carry out the authorized purposes of the CFD; and any other expenses incidental to the formation and implementation of the CFD and to the construction, completion, inspection and acquisition of the authorized facilities.

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D-1 4148-5881-6816.1

EXHIBIT “D”

FORM OF INCREASED DEMANDS CERTIFICATE
To: California Statewide Communities Development Authority Re: Statewide Community Infrastructure Program – Community Facilities District for [Project]
The undersigned, a duly authorized officer of the CITY OF REDLANDS (the “Local Agency”) hereby certifies that the public capital improvements identified below are necessary to meet increased demands placed upon the Local Agency as a result of development w ithin the proposed community facilities district for the [Project]:
[List improvements here]

CITY OF REDLANDS
By:

Title:

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E-1 4148-5881-6816.1

EXHIBIT “E”

CITY OF REDLANDS CONTACTS FOR SCIP PROGRAM
Primary Contact
Name: Brian Desatnik
Title: Development Services Director
Mailing Address: 35 Cajon Street, Suite 20
Delivery Address (if different):

E-mail: [email protected]
Telephone: (909) 798-7555
Secondary Contact
Name: Don Young
Title: One Stop Permit Manager
Mailing Address: 35 Cajon Street, Suite 15A
Delivery Address (if different):

E-mail: [email protected]
Telephone: (909) 798-7555
[Add additional contacts as needed]

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F-1

CERTIFICATION OF RESOLUTION
I, the undersigned, the duly appointed and qualified City Clerk of the City of Redlands, do hereby certify that the foregoing Resolution No. ___________ was duly adopted at a regular meeting of the City Council of the City of Redlands duly and regularly held at the regular meeting place thereof on the _______ day of __________, 2023, of which meeting all of the members of said City Council had due notice and at which a majority thereof were present.

An agenda of said meeting was posted at least 72 hours before said meeting at _____________________, a location freely accessible to members of the public, and a brief description of said resolution appeared on said agenda.

Notice of public was published in [ name of newspaper ] at least 5 days prior to the hearing.

I have carefully compared the foregoing with the original minutes of said meeting on file and of record in my office, and the foregoing is a full, true and correct copy of the original resolution adopted at said meeting and entered in said minutes.

Said resolution has not been amended, modified or rescinded since the date of its adoption and the same is now in full force and effect.

Dated: _______________, 2023
_________________________________
City Clerk of the City of Redlands

By: ______________________________

Seal
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City Council Meeting L. 1.

DATE: 11/21/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the agreement with Pastilla, Inc. in the amount of $82,075 for City Branding (Assistant City Manager McConnell) MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion(s) is provided:

I move to approve an agreement with Pastilla, Inc. in the amount of $82,075 for City Branding.

RECOMMENDATION:

Staff recommends that the City Council approve an agreement with Pastilla, Inc. in the amount of $82,075 for City Branding.

DISCUSSION:

In May 2023, City staff released a Request for Proposal (RFP) seeking qualified firms to work with the City Council and staff to create a comprehensive branding initiative for Redlands.

This branding effort is intended to embody Redlands' unique characteristics, strengths, and identity and clearly identify and differentiate Redlands and its inimitable assets, culture, environment, and location within Southern California and California as a whole. The goal of the branding effort is to create an effective and professional brand, giving Redlands a strong and easily identifiable presence in media, marketing, and economic development endeavors.

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Anticipated deliverables from the branding initiative include alternative logos, colors, wordmarks, fonts and insignias. Furthermore, template materials will be developed to create standardized city letterhead, business cards and email signatures. Finally, a brand implementation guide will be created for City staff outlining the standards and rules for the use of the brand.

Following a 30-day advertising period, City received 13 proposals from firms interested in the development of the City's brand. After an initial review of the 13 proposals, staff narrowed the proposals to a final 4. After another round of review, the final two proposers were invited to present their proposals. Following those interviews, Pastilla, Inc. was unanimously chosen as the most uniquely qualified firm for the development of the City's branding initiative. It is anticipated that the branding initiative will take approximately one year to complete.

ALTERNATIVES:

Council could opt not to approve an agreement with Pastilla, Inc. for City Branding.

STRATEGIC PLAN:

Not applicable
SUBMITTED BY:

Janice McConnell, Assistant City Manager
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Danielle Garcia, Management Services/Finance Director
PREPARED BY:

Ross Wittman, Project Manager
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Fiscal Impact
Fiscal Year: 2023-2024
Appropriation Required Y/N: N
Amount: $82,075
Budgeted Y/N: Y
Account No.: 101121-6708, 6710
Discussion:

Funding for City Branding was included in the City's FY 2023-2024 budget.

Attachments
Pastilla, Inc. Agreement
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1 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2

AGREEMENT TO PERFORM PROFESSIONAL SERVICES

This agreement for the provision of City Branding (“Agreement”) is made and entered in this 21st day of November, 2023 (“Effective Date”), by and between the City of Redlands, a municipal corporation (“City”) and Pastilla, Inc., a California corporation (“Consultant”). City and Consultant are sometimes individually referred to herein as a “Party” and, together, as the “Parties.” In consideration of the mutual promises contained herein, City and Consultant agree as follows:

ARTICLE 1 – ENGAGEMENT OF CONSULTANT

1.1 City hereby engages Consultant to provide City Branding services for City (the “Services”).

1.2 The Services shall b e performed by Consultant in a professional manner, and Consultant represents that it has the skill and the professional expertise necessary to provide the Services to City at a level of competency presently maintained by other practicing professional consultants in the industry providing like and similar types of Services.

ARTICLE 2 – SERVICES OF CONSULTANT

2.1 The Services that Consultant shall perform are more particularly described in Exhibit “A,” titled “Scope of Servi ces,” which is attached hereto and incorporated herein by this reference.

2.2 Consultant shall comply with applicable federal, state , and local laws and regulati ons in the performance of this A greement including, but not limited to , any applicable State prevailing wage laws.

ARTICLE 3 – RESPONSIBILITIES OF CITY

3.1 City designates Janice McConnell, Assistant City Manager , as City’s representative with respect to performance of the Services, and such person shall have the authority to transmit instructions, receive information, interpret, and define City’s policies and decisions with respect to performance of the Services.

ARTICLE 4 – PERFORMANCE OF SERVICES

4.1 Consultant shall perform and complete the Services in a prompt and diligent manner in accordance with the schedule set forth in Exhibit “A,” titled “Scope of Services,” which is attached hereto and incorporated herein by reference.

4.2 The term of this Agreement shall be for a period of one (1) year from the Effective Date of this Agreement (the “Initial Term”).

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4.3 If Consultant’s Services include deliverable electronic visual presentation materials, such materials shall be delivered in a form, and made available to Cit y, consistent with City Council-adopted policy for the same. It shall be the obligation of Consulta nt to obtain a copy of such policy from City staff.

ARTICLE 5 – PAYMENTS TO CONSULTANT

5.1 Compensation: Total compensation for Consultant’s performance of the Services shall not exceed the amount of eighty-two thousand, seventy-five dollars ($82,075). City shall pay Consultant on a time and materials basis up to the not to exceed amount in accordance with Exhibit “B,” titled (“Fee Schedule”) which is attached hereto and incorporated herein by reference.

5.2 Consultant shall submit monthly invoices to City describing the Services performed during the preceding month. Consultant’s invoices shall include a brief description of the Services performed, the dates the Services were performed, the number of hours spent and by whom, and a description of reimbursable expenses related to the Services. City shall pay Consultant no later than thirty (30) days after receipt and approval by City of Consultant’s invoice.

5.3 Any n otice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or (iv) on the date sent by facsimile or electronic mail transmission (including PDF) , if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section:

CITY: CONSULTANT:

City Clerk Rudy Manning, President/COO
City of Redlands Pastilla, Inc.
35 Cajon Street 530 S. Lake Avenue, #606
P.O. Box 3005 (mailing) Pasadena, CA 91101
Redlands, CA 92373 [email protected]
[email protected] (626) 415-4480
Phone: (909) 798-7531

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3 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2 ARTICLE 6 – INSURANCE AND INDEMNIFICATION

6.1 The following insurance coverage required by this Agreement shall be maintained by Consultant for the duration of its performance of the Services. Consultant shall not perform any Services unless and until the required insurance listed below is obtained by Consultant.

Consultant shall provide City with certificates of insurance and endorsements evidencing such insurance prior to commencement of the Services. Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City.

A. Workers’ Compensation and Employer’s Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Consultant is self-insured or exempt from the workers’ compensation laws of the State of California. Consultant shall execute and provide City with Exhibit “ C,” titled “Workers’ Compensation Insurance Certification,” which is attached hereto and incorporated herein by this reference, prior to performance of the Services.

B. Comprehensive General L iability insurance with carriers acceptable to City in the minimum amount of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate , for p ublic liability, property damage and personal injury is required. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City.

C. Consultant shall secure and maintain professional liability insurance throughout the term of this Agreement in the amount of One Million Dollars ($1,000,000) per claim made.

D. Consultant is expressly prohibited from assigning or subcontracting any of the Services without the prior wri tten consent of City. In the event of mutual agreement by the Parties to assign or subcontract a portion of the Services, Consultant shall add such assignee or subcontractor as an additional insured to the insurance policies req uired hereby and provide City with the insurance endorsements prior to any Services being performed by the assignee or subcontractor.

6.2 Consultant shall defend, indemnify, and hold harmless City and its elected and appointed officials, employees, and agents from and against any and all claims, losses or liability, including attorneys’ fees, arising from injury or death to persons or damage to property occasioned by any negligent act or omission by, or the willful misconduct of, Consultant, or its officers, employees and agents in performing the Services.

ARTICLE 7 – CONFLICTS OF INTEREST

7.1 Consultant covenants and represents that it does not have any investment or interest in any real property that may be the subject of this Agreement or any other source of income, interest in real property or investment that would be affected in any manner or degree by the performance of Consultant’s Services. Consultant further covenants and represents that Redlands Regular Meeting 11-21-23
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7.2 Consultant agrees it is not a designated employee within the meaning of the Political Reform Act because Consultant:

A. Does not make a governmental decision whether to:

(i) approve a rate, rule, or regulation, or adopt or enforce a City law; (ii) issue, deny, suspend , or revoke any City permit , license, application, certification, approval, order, or similar authorization or entitlement; (iii) authorize City to enter into, modify, or renew a contract; (iv) grant City approval to a contract that requires City approval and to which City is a party, or to the specifications for such a contract; (v) grant City approval to a plan, design, report, study or similar item; (vi) adopt, or grant City approva l of, policies, standards, or guidelines for City or for any subdivision thereof.

B. Does not serve in a staff capacity with City and in that capacity, participate in making a governmental decision or otherwise perform the same or substantially the same duties for City that would otherwise be performed by an individual holding a position specified in City’s Conflict of Interest Code under Government Code section 87302.

7.3 In the event City determines that Consultant must disclose its financial interests, Consultant shall complete and file a Fair Political Practices Commission Form 700, State ment of Economic Interests , with the City Clerk’s office pursuant to the written instructions provided by the City Clerk.

ARTICLE 8 – GENERAL CONSIDERATIONS

8.1 In the event any action is commenced to enforce or interpret any of the terms or conditions of this Agreement the prevailing Party shall, in addition to any costs and other relief, be entitled to the recovery of its reasonable attorneys’ fees, including fees for the u se of in- house counsel by a Party.

8.2 Consultant shall not assign any of the Services, except with the prior written approval of City and in s trict compliance with the terms and conditions of this Agreement. Any assignment or attempted assignment without such prior written consent may, in the sole discretion of City, result in City’s immediate termination of this Agreement.

8.3 Consultant is for all purposes under this Agreement an independent contractor and shall perform the Services as an independent contractor. Neither City nor any its agents shall have control over the conduct of Consultant or Consultant’s employees, except as herein set forth. Consultant shall supply all necessary tools and instrumentalities required to perform the Services. Assigned personnel employed by Consultant are for its account only, Redlands Regular Meeting 11-21-23
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5 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2 and in no event shall Consultant or personnel retained by it be deemed to have been employed by City or engaged by City for the account of, or on behalf of City. Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall Consultant have any authority, express or implied, to bind City to any obligation.

8.4 This Agreement may be terminated by City, in its sole discretion, by providing not less than five (5) days prior written notice to Consultant of City’s intent to terminate. If this Agreement is terminated by City, an adjustment to Consultant’s compensation shall be made, but (1) no amou nt shall be allowed for anticipated profit or unperformed S ervices, and (2) any payment due Consultant at the time of termination may be adjusted to the extent of any additional costs to City occasioned by any default by Consultant. Upon receipt of a termination notice, Consultant shall immediately discontinue its provision of the Services and, within five (5) days of the date of the termination notice, deliver or otherwise make available to City, copies (in both hard copy and electronic form, where applic able) of project related data, design calculations, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by Consultant in performing the Services. Consultant shall be compensated on a pro-rata basis for Services completed up to the date of termination.

8.5 Consultant shall maintain books, ledgers, invoices, accounts and other records and documents evidencing costs and expenses related to the Services for a period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant pursuant to this Agreement. Such books shall be available at reasonable times for examination by City at the office of Consultant.

8.6 This Agreement, including the Exhibits incorporated herein by reference, represents the entire agreement and understanding between the Parties as to the matters contained herein, and any prior negotiations, written proposals or verbal agreements relating to such matters are superseded by this Agreement. Except as otherwise provided for herein, an y amendment to this Agreement shall be in writing, approved by City and signed by City and Consultant.

8.7 This Agreement shall be governed by and construed in accorda nce with the laws of the State of California, without regard to its conflicts of laws provisions. The Parties agree that all actions or proceedings arising in connection with this Agreement shall be tried and litigated only in the state courts located in S an Bernardino County, California, and the federal courts located in Riverside County, California.

8.8 If one or more of the sentences, clauses, paragraphs or sections contained in this Agreement is declared invalid, void or unenforceable by a court of compete nt jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair or invalidate the remaining sentences, clauses, paragraphs or sections contained herein, unless to do so would deprive a Party of a material benefit of its bargain under this Agreement.

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6 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2 IN WITNESS WHEREOF, duly authorized representatives of City and Consultant have signed in confirmation of this Agreement.

CITY OF REDLANDS PASTILLA, INC.

By: ___________________________ By: _________________________ Eddie Tejeda, Mayor Rudy Manning, President and
Chief Operating Officer

ATTEST:

___________________________
Jeanne Donaldson, City Clerk

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7 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2 EXHIBIT "A"

SCOPE OF SERVICES

Proposal
City of Redlands
Branding (RFP)
#20230330RW
Scope of Work
August 2023
Prepared for Ross Wittman

Contact
Rudy Manning
President/CCO & Co-
Founder

530 S Lake #606
Pasadena, CA 91101
+1 626.415.4480

Pastilla.co
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PROJECT OVERVIEW

Pastilla is honored to be entrusted with the City of Redlands’ rebrand. The following scope refers to core branding services that ﬁt within the $82,075 budget cap.

I. QUALITATIVE & QUANTITATIVE RESEARCH
II. BRAND PLATFORM & VISUAL IDENTITY
III. BRAND GUIDELINES & CREATIVE TOOLKIT
IV. BRAND SYSTEM - TEMPLATES & COLLATERAL

Scope of Services
I. QUALITATIVE & QUANTITATIVE RESEARCH - $17,910

QUALITATIVE & QUANTITATIVE RESEARCH
Pastilla will lead an eﬀort to collect and analyze various community and stakeholder insights and sentiments pertaining to the City of Redlands. The research stage will include:

● Master Work Plan & Timeline: Pulling from workshop ﬁndings, Pastilla will present a work plan that deﬁnes research goals and recommends questions, participant criteria, and timeline. The City of Redlands will have ﬁnal approval on all questions and participant criteria used. ● Research Engagements:
○ Discovery Workshop: Focus Group with Key Internal Stakeholders to discuss core branding questions & gather important docs and metrics
○ Community Digital Survey - via existing Platform by City of Redlands ○ Virtual Interviews - Five (5) 1:1 virtual internal stakeholder interviews and ﬁve (5) 1:1 virtual external stakeholder interviews
○ Virtual Focus Group - One (1) virtual focus groups: with residents or community leaders ● Data Findings Report: Upon completion of engagement initiatives, Pastilla will transcribe and analyze data points and summarize in a ﬁndings presentation. Findings presentation allows for up to two rounds of revisions.

Qualitative & Quantitative Research Final Deliverables
➔ (1) One Research Final Report in PDF format
◆ The report will present the most relevant takeaways from the entire research phase and a recommendation for change
➔ Survey raw data in spreadsheet format
➔ Discovery Workshop and Research Engagements audio recordings and transcriptions ➔ 1 In-Person Visit for Discovery Workshop

➔ *Not in Scope: Recruiting - The City of Redlands will determine participants for interviews, focus groups, and other engagements, and be responsible for communicating with and scheduling these individuals.

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II. BRAND PLATFORM & VISUAL IDENTITY - $51,750

BRAND PLATFORM
A brand is only as strong as its platform. Ultimately, a clear brand platform leads to easier business decisions. We help discover, develop, and reﬁne your brand’s core values and translate those values into tangible assets. W

BRAND STRATEGY & MESSAGING
● Positioning Statement & Key Diﬀerentiators: The goal is to determine factors that help potential/current residents and businesses understand what makes the City of Redlands a unique and desirable city to visit. We’ll aim to create short yet memorable statements that are concise, targeted, and potentially deliver a call to action.
● Values, Voice & Tone, & Key Attributes: We will concept and develop a comprehensive list of brand attributes that identify the brand's values, voice, and personality traits. ● Audience Personas: We will pull from our research ﬁndings in the Discovery phase to pinpoint personas and family proﬁles, using information like age, income, location, occupation, race, ethnicity, household size, and language to best communicate with audiences. ● Tagline: Most modern cities utilize a tagline to support the visual identity. This key piece of messaging is derived from the discovery process, and communicates the key point of diﬀerentiation and value for Redlands. The tagline accompanies the visual identity, but can also appear on its own in certain applications.
● Headlines: We will also develop accompanying headlines to help further tell the City of Redlands story.

Brand Platform Final Deliverables
➔ One (1) Messaging presentation -
◆ All messaging elements listed above will be summarized in a deck, which will later be included as a chapter within the brand guidelines as a resource for future copywriters. ➔ (1) City Council Meeting mid brand development
➔ For further details on what is fully contained in the brand guidelines, please refer to Section Brand Standards & Style Guide.

BRAND VISUAL IDENTITY
Armed with data from strategy, Pastilla will bring our design experience and branding intuition to deliver an expanded City of Redlands branding system. From the start of any initiative, we are already testing, designing, connecting, and thinking about the big picture of how this branding initiative will be applied. Note: This scope is only for the city logo, with no modiﬁcations to the current city seal that is being used. Those separate costs to modify the city seal are listed in the “Optional Services” section at the end of the proposal.

This approach and level of design thinking is why our clients connect with us most. Your expanded brand identity will include the following elements:

(1) Concept / Logo Design & Lockup
As we think, sketch, research, and develop your logo, we’ll consider the entire picture from how it is applied to how it will interact with a variety of applications. We then consider all other elements that deﬁne your brand from copy, communication of the images and media, how we plan to reach your target audience, and how we plan to build your brand perception.

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A logo is only one piece of the branding initiative as we consider how the logo lives and breathes on its own. Your company wants to look dependable, sturdy, and forever there for its inhabitants, long through the future. We will build an entire visual language that reinforces your brand strategy:
● Typography & Layout Design
● Color Palettes
● Graphic Elements ie. shapes, patterns, systems, etc.
● Photography Style

(3) Application Mockups & Guidance for Brand Applications We’ll help you visualize the ﬁnal identity system on some real-life applications that would be deemed appropriate for the brand. Some of the applications we choose might come from the marketing prioritizing, or will be built based on marketing collateral that was previously listed in the RFP Scope. ● Note: These are not templates or working art ﬁles, but mockup visuals for the sake of inspiration imagery.

Note on Design for Multilingual & Accessibility Considerations - We understand that the brand identity and logo must utilize typography and colors that support visual and neurodiversity, as well as provide ﬂexibility for various language and writing systems. In our work with local governments, we've built up the experience to maintain ADA compliance across our deliverables. We also consider what's appropriate culturally, having worked across multicultural communities.

City Logo & Visual Identity Design Final Deliverables
➔ (3) Three distinct logo and visual identity system concepts for review, showcased in a presentation. Each concept containing the following elements:
◆ Logo & Logo Variations (Primary, Secondary, Scaled for Mobile) ◆ Font type, Color Palette
◆ Graphical Elements & Photography Style
◆ Department Lockup Variations
◆ Examples of how design applies for Multilingual & Accessibility Considerations ◆ Visual System applied on Mockup Applications (marketing collateral examples to demonstrate the brand in action, reﬂecting some of those on the original RFP scope – listed above) ➔ (1) One Round of Revision on (1) Selected Concept
➔ (1) Final Presentation document, as a PDF of completed revisions on (1)Chosen Concept ➔ (1) City Council Presentation In-Person
Upon signoﬀ of the ﬁnal concept, we will start to compile the native art ﬁles into a creative toolkit in the next section.

III. BRAND GUIDELINES & CREATIVE TOOLKIT - $4,300

BRAND GUIDELINES
We can create a "graphics standard" manual that illustrates the proper uses for the parent brand identity. We will also include other usages such as typography, photography, and application examples, such as print and digital applications from websites to social media.

The "graphics standard" manual can be hosted digitally on a secure site for access or produced as a PDF. Both mediums will contain visual samples for all working ﬁles. How is this valuable? Let's say a team member needs to create a newsletter. They can refer to the digital graphics manual to open, share, or download the creative asset needed. We will create diﬀerent formats and sizes to provide various options for multiple scenarios. This can be used by anyone working for the Library, from the marketing to branding departments, to an outsourced vendor.

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Brand Style Guide & Creative Toolkit Final Deliverables ➔ (1) One creative deck detailing the rules and usage guidelines for executive the approved branding and identity system. Delivered in an easy-to-edit format, so the client can make adjustments in the future.

Includes the following chapters:
◆ Who is this for?
◆ Brand Strategy documentation
◆ Logo Usage Rules & Links to Download Logo Variation Native Files (PNG, JPEG, SVG, & AI) ◆ Color Usage Rules & Color Codes for Pantone, RGB, & CMYK ◆ Typography Rules & Links to Download Files
◆ Photography Style Guide
◆ Graphical Assets - How to use guide
◆ Mockup Applications - Reference images for how brand should be applied

CREATIVE TOOLKIT
This toolkit consists of a folder on the cloud or your system containing all the working ﬁles we created. This ensures that the branding and identity system remains uniﬁed. In addition, team members will download the most current working ﬁles for immediate access.

Creative Toolkit Final Deliverables
➔ (1) One creative toolkit delivered as a folder for client to upload to their database including:
◆ Logos - All approved logos in PNG, JPEG (Cannot be edited), and SVG, AI formats (Native Files, can be edited), with color and black & white variations. ◆ Font ﬁles
◆ Graphical Assets

IV. BRAND SYSTEM - TEMPLATES & COLLATERAL - $8,115

TEMPLATES
Pastilla will design editable, readily-accessible templates for each of the following deliverables. Template production allows for up to three rounds of revisions per asset. Client will have ﬁnal say in which one (1) format each template will be produced (Adobe, Canva, Oﬃce, etc.).

The following assets are in scope.

Business Card Template (x1 variations) $590
Stationary Templates (x3 variations) - Letterhead; Meeting Bid Packets; City Council and Commission Meeting Agendas
$1,250
PPT Presentation Template - Title slide, Section divider slide, Thank you slide, Full-bleed image slide with optional headline, Light copy + image slide, Medium copy + image slide, Heavy copy slide, Two column slide, & Three column slide *Data visualization is not included in template design
$2,360
Social Media Templates: In Square format, 1080x1920, & 1080x1350 4 Layout variations - Text Only Layout (short, med, large), Text & Image Layout (1 & 2 images), Image Only Layout, Quote Layout
$2,170
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Templates & Collateral Final Deliverables
➔ Templates - All templates will be submitted as working art ﬁles that are editable. Up to client what format it will be held on, whether the preference is Canva, Illustrator, Indesign, etc. ➔ Collateral - All working art ﬁles, as well as print -ready ﬁles will be provided.

Note: Client typically is responsible for sourcing print vendors and managing communications with them for both deliverables, as well as identifying the type/material of apparel and swag items. Client is also responsible for translation services on template and materials.

2023-2024 Project Timeline
The following timelines may shift due to extended approval or feedback windows. Pastilla will remain in regular communication with client should there be City of Redlands dates or city council sessions that require a shift in this timeline. Year One considers work completed in the Calendar Year 2023, and Year Two, work completed in the Calendar Year 2024.

$1,745
Electronic Signature
Redlands Regular Meeting 11-21-23
603 of 835
13 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2 EXHIBIT “B”

FEE SCHEDULE

Cost of Services
These breakdowns are our best guess for how work will be applied between phases, but may be ﬂexible according to project needs. Pastilla commits to not working above the total cap and staying in regular communication with the client on the pacing of these budget milestones. These do not reﬂect the costs for Optional Services, only costs that are within the $82,075 budget cap.

Redlands Regular Meeting 11-21-23
604 of 835
14 I:\cmo\Agreements\Pastilla Inc. Agreement FY22-0246.docx-msv2 EXHIBIT "C"
WORKERS’ COMPENSATION INSURANCE CERTIFICATION

Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:

(a) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. (b) By securing from the Director of Industrial Relations, a certificate of consent to self-insure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his or her employees.

CHECK ONE

_____I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).

_____I affirm that at all times , in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self -insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

PASTILLA, INC.

By: Date: ___________________
Rudy Manning, President/COO

Redlands Regular Meeting 11-21-23
605 of 835
City Council Meeting L. 2.

DATE: 11/21/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the sole source purchase for 800 MHz APX 6500 and APX 6000 portable radios from Motorola Solutions to replace current aging equipment, in an amount not to exceed $684,650.96 (Police Chief Tolber)
MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:

I move to approve the sole source purchase of 800 MHz APX 6500 and APX 6000 portable and mobile radios from Motorola Solutions to replace current aging equipment, in an amount not to exceed $684,650.96.

RECOMMENDATION:

Staff recommends City Council approve the sole source purchase for 800 MHz APX 6500 and APX 6000 portable and mobile radios from Motorola Solutions to replace current aging equipment, in an amount not to exceed $684,650.96.

DISCUSSION:

In 1987, the 800 MHz band was set aside for exclusive use by local, regional and state public safety agencies. The City of Redlands has had an agreement with the County of San Bernardino since 1990 for rights to use the 800 MHz band for radio communication purposes. The Redlands Police Department operates 800 MHz radio equipment (mobile, portable and base stations) on an 800 MHz data system managed by the County of San Bernardino. This radio system provides cross communications between Police, Fire, Public Services, Code Enforcement, University of Redlands, and the Redlands Unified School District. It also provides radio interoperability with surrounding cities and county agencies, allowing for collaboration and shared situational awareness.

Redlands Regular Meeting 11-21-23
606 of 835
The County of San Bernardino Information Services Department (ISD) provides 800 MHz radio equipment maintenance services per their agreement with the City of Redlands. The police department is currently using 25-year-old 800 MHz portable and mobile radios for their daily operations. Unfortunately, due to the age of this equipment, the police department has been informed by ISD that the necessary parts for repairs are no longer available, rendering the radios unserviceable. Because the majority of the police department's communication is done via the 800 MHz radio system, alternative solutions were sought.

The Redlands Police Department requests the purchase of one hundred ten (110) new 800 MHz APX 6000 portable radios, thirty (30) APX 6500 in-car mobile radios, and miscellaneous adapter parts and batteries to replace the current aging equipment, which was purchased approximately 25 years ago.

These radios will be installed inside police vehicles as well as assigned to police personnel, which is vital for the department's operational efficiency, safety, and emergency response capabilities. Currently, all police department radios are Motorola. Motorola Solutions is the sole manufacturer of these radios, and their proprietary technology ensures compatibility with San Bernardino County's ISD's existing communication infrastructure, which will help streamline integration, reduce costs, and minimize downtime.

Additionally, by procuring directly from Motorola Solutions, the City can capitalize on a limited-time offer at a significantly discounted price, which will reduce the cost of the radios by $515,622.40, originally quoted at $1,145,186.50.

The Police Department requests approval to purchase the mobile and portable radios as a sole source purchase to maintain compliance with the City's current access and maintenance agreement with the County of San Bernardino and to take advantage of the time-limited discount.

ALTERNATIVES:

Not approve the sole source purchase for replacement 800 MHz APX 6500 and APX 6000 portable and mobile radios from Motorola Solutions.

STRATEGIC PLAN:

Priority B - Public Health and Safety
SUBMITTED BY:

Rachel Tolber, Chief of Police
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
Redlands Regular Meeting 11-21-23
607 of 835
REVIEWED BY:

Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Shayna Walker, Operations Manager
Fiscal Impact
Fiscal Year: 23/24
Revenue Generating: N
Appropriation Required Y/N: Y
Amount: $684,650.96
Budgeted Y/N: Y
Account No.: 101202-7101
Discussion:

Funding for this purchase has been included in the FY 2023 & 2024 Mid-Biennium Budget Update.

Attachments
Motorola Quote
Sole Source_Signed
Vendor Sole Source letter
Redlands Regular Meeting 11-21-23
608 of 835

Billing Address:

REDLANDS POLICE DEPT
, CITY
OF
212 BROOKSIDE
REDLANDS, CA 92373
US

Quote Date:10/23/2023
Expiration Date:
12/15/2023
Quote Created By:

William Golden
William.Golden@
motorolasolutions.com
End Customer:

REDLANDS POLICE DEPT

Line #

Item Number

Description

Qty

List Price

Sale Price

Ext. Sale Price

APX™ 6000 Series

APX6000

1 H98UCF9PW6BN

APX6000 700/800 MODEL 2.5
POR
TABLE

110

$3,595.00

$1,797.50

$197,725.00

QA05100AA

ENH: STD 1 YR WARRANTY

APPLIES NO SFS

110

$0.00

G996AU

ADD: PROGRAMMING OVER
P25 (OT
AP)

110

$110.00

$55.00

$6,050.00

Q361AR

ADD: P25 9600 BAUD

TRUNKING

110

$330.00

$165.00

$18,150.00

H38BT

ADD: SMARTZONE
OPERA
TION

110

$1,320.00

$660.00

$72,600.00

Q806BM

ADD: ASTRO DIGITAL CAI
OPERA
TION

110

$567.00

$283.50

$31,185.00

Q629AK

ENH: AES ENCRYPTION AND
ADP

110

$523.00

$261.50

$28,765.00

Q498AY

ENH: ASTRO 25 OTAR W/
MUL
TIKEY

110

$814.00

$407.00

$44,770.00

QA09113AB

ADD: BASELINE RELEASE
SW

110

$0.00

2 PMNN4485A

BATT IMPRES 2 LIION R IP68
2550T

110

$168.63

$126.47

$13,911.70

3 NNTN8860A

CHARGER, SINGLE-UNIT,
IMPRES 2, 3A, 1
15VAC, US/NA

120

$186.50

$139.88

$16,785.60

QUOTE-2185350

Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer , then
Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 1 ends

Redlands Regular Meeting 11-21-23
609 of 835

Line #

Item Number

Description

Qty

List Price

Sale Price

Ext. Sale Price

4 NNTN8844A

CHARGER, MULTI-UNIT,
IMPRES 2, 6-DISP
, NA/LA-

PLUG, ACC USB CHGR

9 $1,705.20

$1,278.90

$11,510.10

5 PMAF4022A

ANTENNA, STUBBY,700/800
MHZ 9CM

110

$31.32

$23.49

$2,583.90

6 PMNN4494A

BATT IMPRES 2 LIION R IP68
5100T

120

$228.69

$171.52

$20,582.40

7 NNTN7869B

ADAPTER,APX
SUR

VEILLANCE KEYLOAD

ADAPTER

110

$70.20

$52.65

$5,791.50

APX™ 6500 / Enh Series

ENHANCEDAPX6500

8 M25URS9PW1BN

APX6500 ENHANCED 7/800

MHZ MOBILE

30 $3,383.12

$2,131.37

$63,941.10

G996AS

ENH: OVER THE AIR

PROVISIONING

30 $110.00

$69.30

$2,079.00

G51AU

ENH: SMARTZONE
OPERA
TION APX6500

30 $1,320.00

$831.60

$24,948.00

G67DT

ADD: REMOTE MOUNT E5
APXM

30 $327.00

$206.01

$6,180.30

G298AS

ENH: ASTRO 25 OTAR W/
MUL
TIKEY

30 $814.00

$512.82

$15,384.60

B18CR

ADD: AUXILIARY SPKR 7.5
W

ATT APX

30 $66.00

$41.58

$1,247.40

G843AH

ADD: AES ENCRYPTION AND
ADP

30 $523.00

$329.49

$9,884.70

G444AH

ADD: APX CONTROL HEAD
SOFTW
ARE

30 $0.00

$0.00

G335AW

ADD: ANT 1/4 WAVE
762-870MHZ

30 $15.00

$9.45

$283.50

G806BL

ENH: ASTRO DIGITAL CAI OP
APX

30 $567.00

$357.21

$10,716.30

GA01670AA

ADD: APX E5 CONTROL
HEAD

30 $717.00

$451.71

$13,551.30

W22BA

ADD: STD PALM

MICROPHONE APX

30 $79.00

$49.77

$1,493.10

QUOTE-2185350

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 2 ends

Redlands Regular Meeting 11-21-23
610 of 835

Line #

Item Number

Description

Qty

List Price

Sale Price

Ext. Sale Price

G361AH

ENH: P25 TRUNKING
SOFTW

ARE APX

30 $330.00

$207.90

$6,237.00

GA05100AA

ADD: STD WARRANTY - NO

ESSENTIAL

30 $0.00

$0.00

GA01606AA

ADD: NO BLUETOOTH/

WIFI/GPS ANTENNA NEEDED

30 $0.00

$0.00

QA09113AB

ADD: BASELINE RELEASE
SW

30 $0.00

$0.00

9 PMMN4099CL

AUDIO ACCESSORY-

REMOTE SPEAKER
MICROPHONE,IP68 REMOTE

SPEAKER
MICROPHONE,3.5MM,UL

30 $142.56

$106.92

$3,207.60

Subtotal
$1,145,186.50

Total Discount Amount
$515,622.40

Estimated Tax

$55,086.86

Grand Total

$684,650.96(USD)

Notes:

QUOTE-2185350

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 3 ends

Redlands Regular Meeting 11-21-23
611 of 835
Sole Source/ Single Source/ Standardization Form
For procurement of supplies, equipment and services valued at $5,000 and over NOTE: Every question must be answered with appropriate documentation attached; incomplete forms will be immediately rejected by Purchasing.

Date:_______________________
TO: Purchasing Division
FROM: ________________________________
Purchase Requisition #
___________________
Estimated Total Cost: $_________________
Proposed Vendor: ______________________
Request Term: _________________
This form must accompany the purchase document whenever an exception to the competitive process is requested. Requests for goods and/or services from a specific vendor or limited to a s
pecific brand, where substitutes to the recommended vendor or brand are unacceptable, must be
accompanied by a written justification explaining the circumstances that make alternatives un
acceptable.

The City M anager w ill de termine whether t he justification is appropriate. R equ ests for exception must be supported by factual statements tha t will pass an audit.

Redlands Regular Meeting 11-21-23
612 of 835
EXCEPTION TO BIDDING AND DISCLOSURE STATEMENT Page
Rev 1.31.19
2 INSTRUCTIONS

1. P
lease check all applicable categories (a. through i.) below and provide additional information where indicated.
a. The requested product is an integral repair part or accessory c ompatible with existing equipment.

Existing Equipment:

Manufacturer/Model Number:

Age:

Current Estimated Value:
b. The requested product has unique design/performance specifications or quality r
equirements that are not available in comparable products. c. I have standardized the requested product and the use of another brand/model would require considerable time and funding to evaluate.
d. T he requested product is one in which I (and/or my staff) have specialized training and/or extensive expertise. Retraining would incur substantial cost in time and/or funding.
e. The requested product is used or demonstration equipment available at a lower-than- new cost.
f. Repair/Maintenance service is available only from manufacturer or designated service representative.
g. Upgrade to or enhancement of existing software is available only from manufacturer. h. Service proposed by vendor is unique; therefore, competitive bids are not available or applicable.
i. Other factors (provide detailed explanation in #2 below).

2. Provide a detailed explanation and pertinent documentation for each category checked in item 1 above. Attach additional sheets if necessary:

Redlands Regular Meeting 11-21-23
613 of 835
EXCEPTION TO BIDDING AND DISCLOSURE STATEMENT Page
Rev 1.31.19
3 3. Was an evaluation of other equipment, products, or services performed? Yes No
If yes, please explain the type of evaluation performed and provide all supporting documentation:

4. List
below the name of each individual who was involved in the evaluation, if conducted, and in making the recommendation to procure this product or service. Attach additional information, if necessary.

5. Explain what action(s) the department would take if the sole/single source services were no longer available

6. I certify that the above information is accurate to the best of my knowledge, and a signed copy of this document will be kept on file and available for audit in my department _________________________________________________________ Pr
epared by Date _________________________________________________________ Dep
artment Director Date Purch
asing Approvals
______________________________________________________
P
urchasing Agent Approval Date
_______________________________________________________

City Manager Approval Date
Redlands Regular Meeting 11-21-23
614 of 835

Motorola Solutions, Inc.
10680 Treena St., Suite 200
San Diego, CA 92131

October 24th, 2023

Redlands Fire Department,

Subject: Motorola Solutions Sole Source- ASTRO25 APX RADIO EQUIPMENT

Motorola Solutions, Inc. (“Motorola”) is the market leader in radio communications systems and products for the U.S. Government and Public Safety Market and is pleased to have the Redlands Fire Department as a valued customer. The ASTRO25 radio subscribers we design and manufacture contain proprietary hardware and software components which are not commercially available except through Motorola and its channel partners.

The Motorola Radio Equipment and Options that will be purchased by the Redlands Fire Department will be used on the County of San Bernardino's existing Motorola ASTRO P25 Trunked System.

These radios will operate on P25 Trunked equipment with proprietary features, operating on the Motorola Solutions core equipment located at San Bernardino County Master Site.

If you have any questions regarding our radio equipment, please contact your Account Manager, William Golden at (909) 809-6778.

Sincerely,

Motorola Solutions, Inc.

William Golden
Sr. Account Manager
Redlands Regular Meeting 11-21-23
615 of 835
City Council Meeting L. 3.

DATE: 11/21/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the sole source purchase of 800 MHz APX NEXT XN all-band portable radios from Motorola Solutions to replace current aging equipment, for an amount not to exceed $805,692.46 (Fire Chief Sessler)
MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:

I move to approve the sole source purchase of 800 MHz APX NEXT XN all-band portable radios from Motorola Solutioins to replace existing aging equipment, for an amount not-to-exceed $805,692.46.

RECOMMENDATION:

Staff recommends City Council approval of a sole source purchase of seventy-five (75) 800 MHz APX NEXT XN portable radios from Motorola to replace the Fire Department's aging radios, in an amount not-to-exceed $805,692.46.

DISCUSSION:
800 MHz (megahertz) radios are a common choice for public safety agencies due to their ability to provide reliable communication over relatively long distances. 800 MHz frequencies are well-suited for use in urban and rural areas, and their signals can often penetrate obstacles like buildings and vegetation.

This makes them a good choice for first responders operating in diverse environments.

Redlands Regular Meeting 11-21-23
616 of 835
The need for good communication increases during major emergencies that require the participation of multiple public safety agencies. The use of 800 MHz radios facilitates interoperability and communication between the different fire department agencies involved during mutual aid deployments, emergencies, or disasters. Interoperability, in the context of emergency communication, refers to the ability of different agencies and organizations to communicate with one another using their communication equipment and systems. In the case of emergency services, this means that fire departments, police, EMS, and other agencies can effectively share information and coordinate their response efforts, even if they use different radio systems or frequencies. During major emergencies, it's not uncommon for multiple agencies from different jurisdictions to come together for a coordinated response. This is where the need for interoperable communication becomes especially critical. 800 MHz radios can be programmed to common frequencies, channels, or systems that all participating agencies can use, ensuring that they can communicate seamlessly.

Per the FIRESCOPE Program Guidelines, "Fire service agencies whose normal dispatch system is on a band other than VHF high band should ensure that their mobile and portable radios and dispatch centers are properly programmed to operate on the UHF, 700 and 800 MHz interoperability channels contained within the FIRESCOPE STATEWIDE CHANNEL PLAN."
The Fire Department requests the purchase of 75 new 800 MHz APX NEXT XN all-band portable radios to replace current aging equipment, which was purchased approximately 20 years ago. These radios will be placed in fire department apparatus to be utilized by fire department personnel, which is vital for the department's operational efficiency, safety, and emergency response capabilities. Currently, all department radios are Motorola. Motorola is the sole manufacturer of these radios, and their proprietary technology ensures compatibility with the department's existing communication infrastructure, which will help streamline integration and minimize downtime. Additionally, by procuring directly from Motorola, the City can capitalize on a limited-time offer of a significantly discounted price, which will reduce the cost of the radios by $465,009.53. The Fire Department requests approval to purchase the mobile radios as a sole source purchase to maintain compliance with FIRESCOPE Program Guidelines, and take advantage of the time-limited discount.

ALTERNATIVES:

Not approve the sole source purchase of replacement 800 MHz APX NEXT XN portable radios.

STRATEGIC PLAN:

Redlands Regular Meeting 11-21-23
617 of 835
Priority B - Public Health & Safety
SUBMITTED BY:

Rich Sessler, Fire Chief
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Bruni Reyes, Management Analyst
Fiscal Impact
Fiscal Year: 2023-2024
Revenue Generating: N
Appropriation Required Y/N: N
Amount: $805,692
Budgeted Y/N: Y
Discussion:

Funding for this purchase in the amount of $805,692 has been included in the FY 2023 & 2024 Mid-Biennium Budget Update.

Attachments
Motorola Quote
Sole Source Form
Sole Source Letter
Redlands Regular Meeting 11-21-23
618 of 835

Billing Address:

REDLANDS, CITY OF
35 CAJON ST STE 15A

REDLANDS, CA 92373
US

Quote Date:07/28/2023
Expiration Date:
12/15/2023
Quote Created By:

William Golden
William.Golden@
motorolasolutions.com
End Customer:

Redlands Fire Department

Line #

Item Number

Description

Qty

Term

List Price

Sale Price

Ext. Sale Price

APX™ NEXT

APX NEXT XN ALL

1 H55TGU9PW8AN

APX NEXT XN; ALL-BAND
MODEL 4.5 POR
TABLE

75 $10,441.00

$6,264.60

$469,845.00

Q387CB

ADD: MULTICAST VOTING
SCAN

75 Included

Included

BD00004AA

ADD: CORE BUNDLE XN

75 $2,996.00

$1,797.60

$134,820.00

Q806CH

ADD: ASTRO DIGITAL CAI
OPERA
TION

75 Included

Included

Q498BN

ENH: ASTRO 25 OTAR W/
MUL
TIKEY

75 Included

Included

QA03399AK

ADD: ENHANCED DATA

75 Included

Included

Q15AU

ADD: AES/DES-XL/DES-

OFB ENCR

YPTION AND
ADP

75 Included

Included

QA01767BL

ADD: P25 LINK LAYER

AUTHENTICA
TION

75 Included

Included

QA00580BA

ADD: TDMA OPERATION

75 Included

Included

QA09016AA

ADD: LTE FOR VERIZON
L
TE SERVICE*

75 $0.00

$0.00

QA09001AM

ADD: WIFI CAPABILITY

75 Included

Included

H797DW

ENH: DVP-XL
ENCR

YPTION AND ADP

75 Included

Included

QUOTE-2250453
75 APX XN

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 1 ends

Redlands Regular Meeting 11-21-23
619 of 835

Line #

Item Number

Description

Qty

Term

List Price

Sale Price

Ext. Sale Price

H636AB

ADD: APX NEXT

APPLICA

TION BUNDLE
PROMO+

75 -$300.00

-$300.00

-$22,500.00

QA09028AA

ADD: VIQI VC RADIO
OPERA
TION

75 Included

Included

H38DA

ADD: SMARTZONE
OPERA
TION

75 Included

Included

BD00010AA

ADD: SECURITY BUNDLE

75 $1,023.00

$613.80

$46,035.00

QA08674AA

ADD: TRIGGER OPTION:

APX NEXT XVN500 RSM-
NFP
A

75 $0.00

$0.00

Q361CD

ADD: P25 9600 BAUD

TRUNKING

75 Included

Included

QA08853AA

ADD: CPS ENABLEMENT*

75 $0.00

$0.00

QA09113AA

ADD: BASELINE RELEASE
SW

75 $0.00

$0.00

2 PMMN4138A

ACCESSORY
KIT
,ACCESSORY KIT,
XVN500 REMOTE

SPEAKER MIC, HIGH

IMPACT GREEN WITHOUT
KNOB

75 $775.00

$581.25

$43,593.75

3 SSV01P01901A

SMARTMESSAGING
PROMO+

75 1 YEAR

$75.00

$5,625.00

4 SSV01P01902A

SMARTMAPPING
PROMO+

75 1 YEAR

$75.00

$5,625.00

5 LSV01S03446A

APX NEXT DMS

ESSENTIAL

75 1 YEAR

$76.92

$46.15

$3,461.25

6 SSV01P01476A

SMARTLOCATE PROMO+

75 1 YEAR

$75.00

$5,625.00

7 SSV01P01685B

ELIGIBLE FOR PROMO -
CC A
WARE STARTER+

75 1 YEAR

$0.00

8 SSV01P01406A

SMARTCONNECT
PROMO+

75 1 YEAR

$75.00

$5,625.00

9 PMNN4812A

BATTERY PACK, BATT
IMPRES 2 LIION UL DIV2
IP68 3400T

25 $285.00

$213.75

$5,343.75

QUOTE-2250453
75 APX XN

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 2 ends

Redlands Regular Meeting 11-21-23
620 of 835

Line #

Item Number

Description

Qty

Term

List Price

Sale Price

Ext. Sale Price

10 PSV01S03059A

APX NEXT PROVISIONING
WITH CPS*

1 $0.00

$0.00

11 PMPN4639B

CHGR VEHICLE IMPRES 2

EXT NA/AU/NZ KIT

65 $599.00

$449.25

$29,201.25

12 PMPN4591A

CHGR DESKTOP MULTI
UNIT IMPRES 2 6
DISPLA

YS INT PS US

4 $1,799.29

$1,349.47

$5,397.88

13 PMLN8328A

ACCESSORY KIT,APX

NEXT XN LEA
THER

CARRY CASE

25 $115.00

$86.25

$2,156.25

14 AY000223A01

CARRY ACCESSORY-
STRAP
,WITH BUTTON

BACK HOLDER

25 $54.00

$40.50

$1,012.50

Subtotal
$1,205,876.16

Total Discount Amount
$465,009.53

Estimated Tax

$64,825.83

Grand Total

$805,692.46(USD)

Notes:

NOTICE:

Motorola has certified the APX NEXT XN radio with the Boston Leather carry solution for NFPA and FCC compliance purposes. It is currently the only carry solution approved by Motorola for use with the APX NEXT XN radio.

Use of non-approved accessories may void the radio’s warranty and may affect continued compliance with NFPA standards and FCC regulations. By selecting “No Carry Solution,” the customer acknowledges receipt of this Notice.

●

Additional information is required for one or more items on the quote for an order.

Promotional pricing for 1 year Application Service trial.

QUOTE-2250453
75 APX XN

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 3 ends

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Motorola's quote (Quote Number: ________________ Dated: ____________ ) is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the "Underlying Agreement") that authorizes Customer to purchase equipment and/or services or license software (collectively "Products"). If no Underlying Agreement exists between Motorola and Customer , then the
following Motorola's Standard Terms of use and Purchase Terms and Conditions govern the purchase of the Products which is found at
http://www.motorolasolutions.com/msi/omterms.

The Parties hereby enter into this Agreement as of the Ef fective Date.

Motorola Solutions, Inc.

Customer

By: ______________________________

Name: ___________________________

Name: ____________________________

Title: ____________________________

Date: ____________________________

QUOTE-2250453
75 APX XN

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 4 ends

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Motorola Solutions, Inc.
10680 Treena St., Suite 200
San Diego, CA 92131

October 24th, 2023

Redlands Fire Department,

Subject: Motorola Solutions Sole Source- ASTRO25 APX RADIO EQUIPMENT

The Motorola Radio Equipment and Options that will be purchased by the Redlands Fire Department will be used on the County of San Bernardino's existing Motorola ASTRO P25 Trunked System.

These radios will operate on P25 Trunked equipment with proprietary features, operating on the Motorola Solutions core equipment located at San Bernardino County Master Site.

If you have any questions regarding our radio equipment, please contact your Account Manager, William Golden at (909) 809-6778.

Sincerely,

Motorola Solutions, Inc.

William Golden
Sr. Account Manager
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City Council Meeting L. 4.

DATE: 11/21/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of Resolution No. 8521 authorizing a new Payment Schedule under the existing Master Equipment Lease-Purchase Agreement with Holman Capital Corporation, for the lease purchase of three Type I Fire Engines in the total amount of $3,668,444.93 (Fire Chief Sessler)
MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:

I move to approve Resolution No. 8521
RECOMMENDATION:

Staff recommends the City Council approve Resolution No. 8521 authorizing a new Payment Schedule, and related documents, under the existing Master Equipment Lease-Purchase Agreement with Holman Capital Corporation, for the lease purchase of three (3) Type I Fire Engines in the total amount of $3,668,444.93.

DISCUSSION:

It is important for fire agencies to regularly assess the condition of their fleet and plan for replacements as vehicles age or as newer models become available to ensure they can respond effectively to emergencies. Per its Fleet Replacement Plan, the Fire Department has identified a critical need for replacing two Type I Fire Engines (Medic Engines 262 and 264). These engines are used as primary means for fire suppression and emergency response. Each of these units are outside the recommended standard for front line service. When replaced, these units will be moved into reserve status, which will allow for the surplus of the current reserve Type I engines. Additionally, the department is currently in the process of identifying and securing property for a new fire station. A third fire Redlands Regular Meeting 11-21-23
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process of identifying and securing property for a new fire station. A third fire engine for the new station will help the department expand its coverage area and respond more effectively to fire emergencies in the community.

Through the mid-biennium budget review process, three Type I fire engines were approved for purchase via a twenty-year term lease-purchase agreement with the City's financing company, Holman Capital Corporation. With approval to purchase the apparatus, staff sought to find the most cost-effective bid for the apparatus. Adhering to the City's procurement policies, staff utilized an existing cooperative agreement for public utility equipment with Sourcewell (formerly known as the National Joint Powers Alliance or NJPA). By using Sourcewell cooperative purchasing, the City can benefit from previously posted bid packages that have been competitively bid and awarded. Agencies can review bid results from more than 50,000 government, education, and nonprofit organizations and draw from the terms and pricing for like units and vehicles.

Staff is recommending that the City Council approve the Sourcewell cooperative Lease-Purchase Master Agreement with Fire Apparatus Solutions (Sourcewell Contract# 113021-RVG) to ensure the most cost-effective bid on the apparatus.

With regard to the financing of the apparatus, the Master Equipment Lease Purchase Agreement with Holman Capital was approved by City Council on February 2, 2020, for the City's financing needs for capital equipment. Holman Capital specializes in financing tax-exempt and taxable solutions issued by governments, universities, and health systems, and are finance experts in capital equipment, technology, facilities, infrastructure, building energy efficiency project financing, and renewable energy project financing. The proposed Payment Schedule and Escrow Agreement for the financing of the three Type I Fire Engines, will be an exhibit to the existing Master Equipment Lease Purchase Agreement, and will have a twenty-year term at an interest rate of 5.90% for a total amount of $3,668,444.93. The proposed Payment Schedule allows the City the option to pay off the cost of the apparatus before the twenty years without pre-payment penalties. Per the proposed Payment Schedule, the first payment is scheduled for May 2024.

ALTERNATIVES:

Not approve Resolution No. 8521 authorizing the approval of a new Payment Schedule, and related documents, under the existing Master Equipment Lease-Purchase Agreement with Holman Capital for the financing of fire apparatus.

STRATEGIC PLAN:

Priority B - Public Health and Safety
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SUBMITTED BY:

Rich Sessler, Fire Chief
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Bruni Reyes, Management Analyst
Fiscal Impact
Fiscal Year: 2023-2024
Revenue Generating: N
Appropriation Required Y/N: N
Budgeted Y/N: Y
Discussion:

The total cost of three (3) Type I fire engines, including tax and financing costs, is $3,668,444.93. The proposed payment plan spans twenty years.

Nevertheless, the City retains the flexibility to settle the entire apparatus cost prior to the designated twenty-year period, with no associated pre-payment penalties. Adequate funds for the initial payment are available in the department's Fiscal Year 2023-2024 budget. Subsequent payments will be accounted for in the Fiscal Year 2024-2026 biennium budget.

Attachments
Resolution No. 8521
FAS Quote-Apparatus Agreement
Master Lease Agreement
Rev Group-Sourcewell Contract
Payment Schedule No. 3-Draw Down Schedule
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I:\cmo\Resolutions\8521 Lease Purchase of Fire Apparatus.docx-ms 1 RESOLUTION NO. 8521

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS

AUTHORIZING THE EXECUTION AND DELIVERY PAYMENT SCHEDULE

UNDER THE EXISTING MASTER EQUIPMENT LEASE-PURCHASE AGREEMENT DATED F EBRUARY 4 2020, AN ESCROW AGREEMENT AND EQ UIPMENT

SCHEDULE WITH RES PECT TO THE ACQUISITION, PU RCHASE, FINANCING,

AND LEASING OF CERTAIN VEHICLE AND EQUIP MENT FOR THE PUBLIC BENEFIT; AUTHORIZING THE EXECUTION AND DEL IVERY OF DOCUMENTS REQUIRED IN CONNECTION THEREWITH ; AND AUTHORIZING THE TAKING

OF ALL OTHER ACTIONS NECESSARY TO THE CO NSUMMATION OF THE TRANSACTIONS CONTEMPLATED BY THIS RESOLUTION.

WHEREAS, the City of Redlands (the “Lessee”), a body politic and corporate duly organized and existing as a general law cit y and political subdivision of the Stat e of California, is authorized by the laws of the State of California to purchase, acquire, and lease personal property for the benefit of the Lessee and those it provides services to and to enter into contracts with respect thereto;

WHEREAS, the Lessee desires to purchase, acquire and lease certain vehicles and equipment constituting personal property necessary for the Lessee to perform essential governmental functions in an amount not to exceed Three Million, Six Hundred Sixty Eight Thousand, Four Hundred Forty Four Dollars and Ninety Three Cents $3,668,444.93 (the “Equipment”);

WHEREAS, in order to acquire such Equipment, the Lessee proposes to enter into a Payment Schedule (together with the Equipment Schedules and all related exhibits, schedules, and certificates, the “Lease Agreements”) under an existing Master Equipment Lease-Purchase Agreements with Holman Capital Corpor ation (the “Less or”) and one Escrow Agreement (together the Disbursement/Payment Request Form and Acceptance Certificate, the “Escrow Agreement”) with the Lessor and an escro w bank/agent as the parties may mutually agree on;

WHEREAS, the Lessor has agreed to assign all of its rights, title and interest in and to the Equipment, the Lease Agreements and the Escrow Agreement (collectively and together with any related certificates, exhibits, deliverables, or oth er documents provided in connection therewith, the “Transaction Documents”) to an assignee and the Lessee has consented and acknowledged to the foregoing;

WHEREAS, the Lessee’s City Council, as the governing body of the Lessee, deems it for the benefit of the Lessee and for the efficient and effective administration thereof to enter into the Transaction Documents for the purchase, acquisition, and leasing of the Equipment to be therein described on the terms and conditions therein provided;

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Redlands as follows:

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I:\cmo\Resolutions\8521 Lease Purchase of Fire Apparatus.docx-ms 2 Section 1. Approval of Documents. The governing body of the Lessee hereby authorizes and directs Eddie Tejeda, the Mayor of the City of Redlands, and such other persons as he may delegate (the “Designated Officers”), and each of them individually, for and in the name of and on behalf of the Lessee, to: (a) review, negotiate and approve the form of such Transaction Documents, the parties thereto, and all the terms and provisions contained therein, and (b) e xecute and deliver the Transaction Documents, in such forms and with such changes, insertions, revisions, corrections, or amendments as shall be approved by the officer executing them. The executi on of the foregoing by a Designated Officer shall constitut e conclusive evidence of su ch officer’s and the governing body’s approval of the Transaction Documents any such changes, insertions, revisions, corrections, or amendments thereto.

Section 2. Other Actions Authorized. The officers a nd employees of the L essee shall take all ac tion necessary or reasonably required by the parties to the Transaction Documents to carry out, give effect to, and consummate the transactions contemplated thereby (includin g the execution and delivery of Certif icates of Acceptance and Disbursement/Payment Requests, Notice and Acknowledgements of Assignments, and any tax certificate and agreement, each with respect to and as contemplated in the Transaction Documents) and to take all action necessary in conformity therewith, including, without limitation, the execution and delivery of any closing and other documents required to be delivered in connection with the Transaction Documents. The Designated Officers and all other officers and employees of the Lessee are hereby directed and authorized to take and shall take all action necessary or reasonably required in order to select, purchase, and take delivery of the Equipment. All actions heretofore taken by officers, employees, and agents of the Lessee that are in co nformity with the pur poses and intent of thi s resolution are hereby approved, confirmed, and ratified.

Section 3. No General Liability. Nothing contained in this Resolution No . 8521, the Transaction Documents, nor any other instrument shall be construed with respect to the Lessee as incurring a pecuniary liability or charge upon the general credit of the Lessee or against its taxing power, nor shall the breach of any agreement contained in this Resolution No. 8521, the Transaction Documents, or any other instrument or docum ent executed in connection therewith impose any pecuniary liability upon the Lessee or any charge upon its general credit or against its taxing power, except to the extent that the rental payments payable under the Transaction Documents are special limited obligations of the Lessee as provided therein.

Section 4. Appointment of Authorized Lessee Representatives. The Designated Officers are each hereby designated to act as authorized representa tives of the Lessee for purposes of the Transaction Documents until such time as the governing body of the Lessee shall designate any other or different authorized representative for purposes of the Transaction Documents.

Section 5 . Severability. If any section, paragraph, clause, or prov ision of this Resolution shall for any reason be held to be i nvalid or unenforceable, the invalidity or Redlands Regular Meeting 11-21-23
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I:\cmo\Resolutions\8521 Lease Purchase of Fire Apparatus.docx-ms 3 unenforceability of such section, paragraph, clause, or provision shall not affect any of the remaining provisions of this Resolution No. 8521.

Section 6 . Repealer. All byl aws, o rders, and r esolutions or parts thereof, inconsistent herewith, are hereby repealed to the extent only of such inconsistency. This repealer shall not be construed as reviving any bylaw, orde r, resolution, or ordinance or part thereof.

Section 7. Effective Date. T his Resolution 8521 shall be effective immediately upon its approval and adoption.

ADOPTED, SIGNED AND APPROVED this 21st day of November, 2023.

_________________________
Eddie Tejeda, Mayor

ATTEST:

_______________________________
Jeanne Donaldson, Deputy City Clerk

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I:\cmo\Resolutions\8521 Lease Purchase of Fire Apparatus.docx-ms 4 I, Jeanne Donaldson, City Clerk of the City of Redlands, hereby certify that the foregoing resolution was duly adopted by the City Council at a regular meeting thereof held on the 21st day of November, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

______________________________
Jeanne Donaldson, City Clerk

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Apparatus Agreement

10/4/2023

Redlands Fire Department,

It is with great pleasure that we present you with this Proposal for Three (3) Spartan/Smeal Type 1s.

Below is the cost breakdown:

(1) Spartan/Smeal Type 1 $1,167,895.00 x3 $3,503,685.00 Equipment Budget $50,000 x3 $150,000.00
Multiple Order/Fleet Customer Discount (-$95,000) x3 (-$285,000.00) Sales Tax @ 8.75% $98,253.31 x3 $294,759.93
Total Purchase $1,221,148.31 x3 $3,663,444.93

Signing this agreement constitutes the purchase of Three (3) Spartan/Smeal Type 1s for the total cost of $3,663,444.93.

This is purchase is in conjunction with Sourcewell contract #113021 -RVG-4

Tax rates are subject to change and the tax will be determined at the time of registration. Any changes to the price will be documented on a Change Order which may increase or decrease the price during the build process. California Tire Fee is included. FAS will register the Vehicle.

Pricing is good for 60 days. Fire Apparatus Agreement and or a Purchase Order needs to be submitted to Fire Apparatus Solutions.

Signature below represents agreement of the Terms.

City of Redlands: Fire Apparatus Solutions:

Signature

Date
Scott Beck 10/4/23
Signature Date
Eddie Tejeda Scott Beck
Printed Name Printed Name
Mayor _ Sales Manager _
Title Title

• Office: (909) 421-2728 • Fax: (909) 421-4150 • https://www.facebook.com/ Fire Apparatus Solutions • Website: FASService.Org
PH: (402)719-1242 Email: [email protected] Address:1762 S Sycamore Ave, Rialto, CA 92376 Redlands Regular Meeting 11-21-23
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113021-RVG

Rev. 3/2021 1

Solicitation Number: RFP #113021

CONTRACT

This Contract is between Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 (Sourcewell) and Rev Group, Inc., 245 S. Executive Dr., Suite 100, Brookfield, WI 53005 (Supplier).

Sourcewell is a State of Minnesota local government unit and service cooperative created under the laws of the State of Minnesota (Minnesota Statutes Section 123A.21) that offers cooperative procurement solutions to government entities. Participation is open to eligible federal, state/province, and municipal governmental entities, higher education, K-12 education, nonprofit, tribal government, and other public entities located in the United States and Canada.

Sourcewell issued a public solicitation for Firefighting Apparatus and Fire Service Vehicles from which Supplier was awarded a contract.

Supplier desires to contract with Sourcewell to provide equipment, products, or services to Sourcewell and the entities that access Sourcewell’s cooperative purchasing contracts (Participating Entities).

1. TERM OF CONTRACT

A. EFFECTIVE DATE. This Contract is effective upon the date of the final signature below.

B. EXPIRATION DATE AND EXTENSION. This Contract expires February 10, 2026, unless it is cancelled sooner pursuant to Article 22. This Contract may be extended one additional year upon the request of Sourcewell and written agreement by Supplier.

C. SURVIVAL OF TERMS. Notwithstanding any expiration or termination of this Contract, all payment obligations incurred prior to expiration or termination will survive, as will the following: Articles 11 through 14 survive the expiration or cancellation of this Contract. All other rights will cease upon expiration or termination of this Contract.

2. EQUIPMENT, PRODUCTS, OR SERVICES

A. EQUIPMENT, PRODUCTS, OR SERVICES. Supplier will provide the Equipment, Products, or Services as stated in its Proposal submitted under the Solicitation Number listed above.

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113021-RVG

Rev. 3/2021 2

Supplier’s Equipment, Products, or Services Proposal (Proposal) is attached and incorporated into this Contract.

All Equipment and Products provided under this Contract must be new and the current model.

Supplier may offer close-out, refurbished, or remounted Equipment or Products if they are clearly indicated in Supplier’s product and pricing list. Unless agreed to by the Participating Entities in advance, Equipment or Products must be delivered as operational to the Participating Entity’s site.

This Contract offers an indefinite quantity of sales, and while substantial volume is anticipated, sales and sales volume are not guaranteed.

B. WARRANTY. Supplier warrants that all Equipment, Products, and Services furnished are free from liens and encumbrances, and are free from defects in design, materials, and workmanship.

In addition, Supplier warrants the Equipment, Products, and Services are suitable for and will perform in accordance with the ordinary use for which they are intended. Supplier’s dealers and distributors must agree to assist the Participating Entity in reaching a resolution in any dispute over warranty terms with the manufacturer. Any manufacturer’s warranty that extends beyond the expiration of the Supplier’s warranty will be passed on to the Participating Entity.

C. DEALERS, DISTRIBUTORS, AND/OR RESELLERS. Upon Contract execution and throughout the Contract term, Supplier must provide to Sourcewell a current means to validate or authenticate Supplier’s authorized dealers, distributors, or resellers relative to the Equipment, Products, and Services offered under this Contract, which will be incorporated into this Contract by reference. It is the Supplier’s responsibility to ensure Sourcewell receives the most current information.

3. PRICING

All Equipment, Products, or Services under this Contract will be priced at or below the price stated in Supplier’s Proposal.

When providing pricing quotes to Participating Entities, all pricing quoted must reflect a Participating Entity’s total cost of acquisition. This means that the quoted cost is for delivered Equipment, Products, and Services that are operational for their intended purpose, and includes all costs to the Participating Entity’s requested delivery location.

Regardless of the payment method chosen by the Participating Entity, the total cost associated with any purchase option of the Equipment, Products, or Services must always be disclosed in the pricing quote to the applicable Participating Entity at the time of purchase.

A. SHIPPING AND SHIPPING COSTS. All delivered Equipment and Products must be properly packaged. Damaged Equipment and Products may be rejected. If the damage is not readily

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apparent at the time of delivery, Supplier must permit the Equipment and Products to be returned within a reasonable time at no cost to Sourcewell or its Participating Entities.

Participating Entities reserve the right to inspect the Equipment and Products at a reasonable time after delivery where circumstances or conditions prevent effective inspection of the Equipment and Products at the time of delivery. In the event of the delivery of nonconforming Equipment and Products, the Participating Entity will notify the Supplier as soon as possible and the Supplier will replace nonconforming Equipment and Products with conforming Equipment and Products that are acceptable to the Participating Entity.

Supplier must arrange for and pay for the return shipment on Equipment and Products that arrive in a defective or inoperable condition.

Sourcewell may declare the Supplier in breach of this Contract if the Supplier intentionally delivers substandard or inferior Equipment or Products.

B. SALES TAX. Each Participating Entity is responsible for supplying the Supplier with valid tax- exemption certification(s). When ordering, a Participating Entity must indicate if it is a tax- exempt entity.

C. HOT LIST PRICING. At any time during this Contract, Supplier may offer a specific selection of Equipment, Products, or Services at discounts greater than those listed in the Contract.

When Supplier determines it will offer Hot List Pricing, it must be submitted electronically to Sourcewell in a line-item format. Equipment, Products, or Services may be added or removed from the Hot List at any time through a Sourcewell Price and Product Change Form as defined in Article 4 below.

Hot List program and pricing may also be used to discount and liquidate close-out and discontinued Equipment and Products as long as those close-out and discontinued items are clearly identified as such. Current ordering process and administrative fees apply. Hot List Pricing must be published and made available to all Participating Entities.

4. PRODUCT AND PRICING CHANGE REQUESTS

Supplier may request Equipment, Product, or Service changes, additions, or deletions at any time. All requests must be made in writing by submitting a signed Sourcewell Price and Product Change Request Form to the assigned Sourcewell Supplier Development Administrator. This approved form is available from the assigned Sourcewell Supplier Development Administrator.

At a minimum, the request must:

x Identify the applicable Sourcewell contract number;
x Clearly specify the requested change;
x Provide sufficient detail to justify the requested change;

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x Individually list all Equipment, Products, or Services affected by the requested change, along with the requested change (e.g., addition, deletion, price change); and x Include a complete restatement of pricing documentation in Microsoft Excel with the effective date of the modified pricing, or product addition or deletion. The new pricing restatement must include all Equipment, Products, and Services offered, even for those items where pricing remains unchanged.

A fully executed Sourcewell Price and Product Change Request Form will become an amendment to this Contract and will be incorporated by reference.

5. PARTICIPATION, CONTRACT ACCESS, AND PARTICIPATING ENTITY REQUIREMENTS

A. PARTICIPATION. Sourcewell’s cooperative contracts are available and open to public and nonprofit entities across the United States and Canada; such as federal, state/province, municipal, K-12 and higher education, tribal government, and other public entities.

The benefits of this Contract should be available to all Participating Entities that can legally access the Equipment, Products, or Services under this Contract. A Participating Entity’s authority to access this Contract is determined through its cooperative purchasing, interlocal, or joint powers laws. Any entity accessing benefits of this Contract will be considered a Service Member of Sourcewell during such time of access. Supplier understands that a Participating Entity’s use of this Contract is at the Participating Entity’s sole convenience and Participating Entities reserve the right to obtain like Equipment, Products, or Services from any other source.

Supplier is responsible for familiarizing its sales and service forces with Sourcewell contract use eligibility requirements and documentation and will encourage potential participating entities to join Sourcewell. Sourcewell reserves the right to add and remove Participating Entities to its roster during the term of this Contract.

B. PUBLIC FACILITIES. Supplier’s employees may be required to perform work at government- owned facilities, including schools. Supplier’s employees and agents must conduct themselves in a professional manner while on the premises, and in accordance with Participating Entity policies and procedures, and all applicable laws.

6. PARTICIPATING ENTITY USE AND PURCHASING

A. ORDERS AND PAYMENT. To access the contracted Equipment, Products, or Services under this Contract, a Participating Entity must clearly indicate to Supplier that it intends to access this Contract; however, order flow and procedure will be developed jointly between Sourcewell and Supplier. Typically, a Participating Entity will issue an order directly to Supplier or its authorized subsidiary, distributor, dealer, or reseller. If a Participating Entity issues a purchase order, it may use its own forms, but the purchase order should clearly note the applicable Sourcewell

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contract number. All Participating Entity orders under this Contract must be issued prior to expiration or cancellation of this Contract; however, Supplier performance, Participating Entity payment obligations, and any applicable warranty periods or other Supplier or Participating Entity obligations may extend beyond the term of this Contract.

Supplier’s acceptable forms of payment are included in its attached Proposal. Participating Entities will be solely responsible for payment and Sourcewell will have no liability for any unpaid invoice of any Participating Entity.

B. ADDITIONAL TERMS AND CONDITIONS/PARTICIPATING ADDENDUM. Additional terms and conditions to a purchase order, or other required transaction documentation, may be negotiated between a Participating Entity and Supplier, such as job or industry-specific requirements, legal requirements (e.g., affirmative action or immigration status requirements), or specific local policy requirements. Some Participating Entities may require the use of a Participating Addendum; the terms of which will be negotiated directly between the Participating Entity and the Supplier. Any negotiated additional terms and conditions must never be less favorable to the Participating Entity than what is contained in this Contract.

C. SPECIALIZED SERVICE REQUIREMENTS. In the event that the Participating Entity requires service or specialized performance requirements not addressed in this Contract (such as e- commerce specifications, specialized delivery requirements, or other specifications and requirements), the Participating Entity and the Supplier may enter into a separate, standalone agreement, apart from this Contract. Sourcewell, including its agents and employees, will not be made a party to a claim for breach of such agreement.

D. TERMINATION OF ORDERS. Participating Entities may terminate an order, in whole or in part, immediately upon notice to Supplier in the event of any of the following events:

1. The Participating Entity fails to receive funding or appropriation from its governing body at levels sufficient to pay for the equipment, products, or services to be purchased; or

2. Federal, state, or provincial laws or regulations prohibit the purchase or change the Participating Entity’s requirements.

E. GOVERNING LAW AND VENUE. The governing law and venue for any action related to a Participating Entity’s order will be determined by the Participating Entity making the purchase.

7. CUSTOMER SERVICE

A. PRIMARY ACCOUNT REPRESENTATIVE. Supplier will assign an Account Representative to Sourcewell for this Contract and must provide prompt notice to Sourcewell if that person is changed. The Account Representative will be responsible for:

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x Maintenance and management of this Contract;
x Timely response to all Sourcewell and Participating Entity inquiries; and x Business reviews to Sourcewell and Participating Entities, if applicable.

B. BUSINESS REVIEWS. Supplier must perform a minimum of one business review with Sourcewell per contract year. The business review will cover sales to Participating Entities, pricing and contract terms, administrative fees, sales data reports, supply issues, customer issues, and any other necessary information.

8. REPORT ON CONTRACT SALES ACTIVITY AND ADMINISTRATIVE FEE PAYMENT

A. CONTRACT SALES ACTIVITY REPORT. Each calendar quarter, Supplier must provide a contract sales activity report (Report) to the Sourcewell Supplier Development Administrator assigned to this Contract. Reports are due no later than 45 days after the end of each calendar quarter. A Report must be provided regardless of the number or amount of sales during that quarter (i.e., if there are no sales, Supplier must submit a report indicating no sales were made).

The Report must contain the following fields:

x Participating Entity Name (e.g., City of Staples Highway Department); x Participating Entity Physical Street Address;
x Participating Entity City;
x Participating Entity State/Province;
x Participating Entity Zip/Postal Code;
x Participating Entity Contact Name;
x Participating Entity Contact Email Address;
x Participating Entity Contact Telephone Number;
x Sourcewell Assigned Entity/Participating Entity Number; x Item Purchased Description;
x Item Purchased Price;
x Sourcewell Administrative Fee Applied; and
x Date Purchase was invoiced/sale was recognized as revenue by Supplier.

B. ADMINISTRATIVE FEE. In consideration for the support and services provided by Sourcewell, the Supplier will pay an administrative fee to Sourcewell on all Equipment, Products, and Services provided to Participating Entities. The Administrative Fee must be included in, and not added to, the pricing. Supplier may not charge Participating Entities more than the contracted price to offset the Administrative Fee.

The Supplier will submit payment to Sourcewell for the percentage of administrative fee stated in the Proposal multiplied by the total sales of all Equipment, Products, and Services purchased

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by Participating Entities under this Contract during each calendar quarter. Payments should note the Supplier’s name and Sourcewell-assigned contract number in the memo; and must be mailed to the address above “Attn: Accounts Receivable” or remitted electronically to Sourcewell’s banking institution per Sourcewell’s Finance department instructions. Payments must be received no later than 45 calendar days after the end of each calendar quarter.

Supplier agrees to cooperate with Sourcewell in auditing transactions under this Contract to ensure that the administrative fee is paid on all items purchased under this Contract.

In the event the Supplier is delinquent in any undisputed administrative fees, Sourcewell reserves the right to cancel this Contract and reject any proposal submitted by the Supplier in any subsequent solicitation. In the event this Contract is cancelled by either party prior to the Contract’s expiration date, the administrative fee payment will be due no more than 30 days from the cancellation date.

9. AUTHORIZED REPRESENTATIVE

Sourcewell's Authorized Representative is its Chief Procurement Officer.

Supplier’s Authorized Representative is the person named in the Supplier’s Proposal. If Supplier’s Authorized Representative changes at any time during this Contract, Supplier must promptly notify Sourcewell in writing.

10. AUDIT, ASSIGNMENT, AMENDMENTS, WAIVER, AND CONTRACT COMPLETE

A. AUDIT. Pursuant to Minnesota Statutes Section 16C.05, subdivision 5, the books, records, documents, and accounting procedures and practices relevant to this Agreement are subject to examination by Sourcewell or the Minnesota State Auditor for a minimum of six years from the end of this Contract. This clause extends to Participating Entities as it relates to business conducted by that Participating Entity under this Contract.

B. ASSIGNMENT. Neither party may assign or otherwise transfer its rights or obligations under this Contract without the prior written consent of the other party and a fully executed assignment agreement. Such consent will not be unreasonably withheld. Any prohibited assignment will be invalid.

C. AMENDMENTS. Any amendment to this Contract must be in writing and will not be effective until it has been duly executed by the parties.

D. WAIVER. Failure by either party to take action or assert any right under this Contract will not be deemed a waiver of such right in the event of the continuation or repetition of the circumstances giving rise to such right. Any such waiver must be in writing and signed by the parties.

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E. CONTRACT COMPLETE. This Contract represents the complete agreement between the parties. No other understanding regarding this Contract, whether written or oral, may be used to bind either party.For any conflict between the attached Proposal and the terms set out in Articles 1-22 of this Contract, the terms of Articles 1-22 will govern.

F. RELATIONSHIP OF THE PARTIES. The relationship of the parties is one of independent contractors, each free to exercise judgment and discretion with regard to the conduct of their respective businesses. This Contract does not create a partnership, joint venture, or any other relationship such as master-servant, or principal-agent.

11. INDEMNITY AND HOLD HARMLESS

Supplier must indemnify, defend, save, and hold Sourcewell and its Participating Entities, including their agents and employees, harmless from any claims or causes of action, including attorneys’ fees incurred by Sourcewell or its Participating Entities, arising out of any act or omission in the performance of this Contract by the Supplier or its agents or employees; this indemnification includes injury or death to person(s) or property alleged to have been caused by some defect in the Equipment, Products, or Services under this Contract to the extent the Equipment, Product, or Service has been used according to its specifications. Sourcewell’s responsibility will be governed by the State of Minnesota’s Tort Liability Act (Minnesota Statutes Chapter 466) and other applicable law.

12. GOVERNMENT DATA PRACTICES

Supplier and Sourcewell must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided by or provided to Sourcewell under this Contract and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Supplier under this Contract.

13. INTELLECTUAL PROPERTY, PUBLICITY, MARKETING, AND ENDORSEMENT

A. INTELLECTUAL PROPERTY

1. Grant of License. During the term of this Contract:
a. Sourcewell grants to Supplier a royalty-free, worldwide, non-exclusive right and license to use thetrademark(s) provided to Supplier by Sourcewell in advertising and promotional materials for the purpose of marketing Sourcewell’s relationship with Supplier.
b. Supplier grants to Sourcewell a royalty-free, worldwide, non-exclusive right and license to use Supplier’s trademarks in advertising and promotional materials for the purpose of marketing Supplier’s relationship with Sourcewell.

2. Limited Right of Sublicense. The right and license granted herein includes a limited right of each party to grant sublicenses to their respective subsidiaries, distributors, dealers,

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resellers, marketing representatives, and agents (collectively “Permitted Sublicensees”) in advertising and promotional materials for the purpose of marketing the Parties’ relationship to Participating Entities. Any sublicense granted will be subject to the terms and conditions of this Article. Each party will be responsible for any breach of this Article by any of their respective sublicensees.

3. Use; Quality Control.
a. Neither party may alter the other party’s trademarks from the form provided and must comply with removal requests as to specific uses of its trademarks or logos.
b. Each party agrees to use, and to cause its Permitted Sublicensees to use, the other party’s trademarks only in good faith and in a dignified manner consistent with such party’s use of the trademarks. Upon written notice to the breaching party, the breaching party has 30 days of the date of the written notice to cure the breach or the license will be terminated.

4. As applicable, Supplier agrees to indemnify and hold harmless Sourcewell and its Participating Entities against any and all suits, claims, judgments, and costs instituted or recovered against Sourcewell or Participating Entities by any person on account of the use of any Equipment or Products by Sourcewell or its Participating Entities supplied by Supplier in violation of applicable patent or copyright laws.

5. Termination. Upon the termination of this Contract for any reason, each party, including Permitted Sublicensees, will have 30 days to remove all Trademarks from signage, websites, and the like bearing the other party’s name or logo (excepting Sourcewell’s pre-printed catalog of suppliers which may be used until the next printing). Supplier must return all marketing and promotional materials, including signage, provided by Sourcewell, or dispose of it according to Sourcewell’s written directions.

B. PUBLICITY. Any publicity regarding the subject matter of this Contract must not be released without prior written approval from the Authorized Representatives. Publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Supplier individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this Contract.

C. MARKETING. Any direct advertising, marketing, or offers with Participating Entities must be approved by Sourcewell. Send all approval requests to the Sourcewell Supplier Development Administrator assigned to this Contract.

D. ENDORSEMENT. The Supplier must not claim that Sourcewell endorses its Equipment, Products, or Services.

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14. GOVERNING LAW, JURISDICTION, AND VENUE

The substantive and procedural laws of the State of Minnesota will govern this Contract. Venue for all legal proceedings arising out of this Contract, or its breach, must be in the appropriate state court in Todd County, Minnesota or federal court in Fergus Falls, Minnesota.

15. FORCE MAJEURE

Neither party to this Contract will be held responsible for delay or default caused by acts of God or other conditions that are beyond that party’s reasonable control. A party defaulting under this provision must provide the other party prompt written notice of the default.

16. SEVERABILITY

If any provision of this Contract is found by a court of competent jurisdiction to be illegal, unenforceable, or void then both parties will be relieved from all obligations arising from that provision. If the remainder of this Contract is capable of being performed, it will not be affected by such determination or finding and must be fully performed.

17. PERFORMANCE, DEFAULT, AND REMEDIES

A. PERFORMANCE. During the term of this Contract, the parties will monitor performance and address unresolved contract issues as follows:

1. Notification. The parties must promptly notify each other of any known dispute and work in good faith to resolve such dispute within a reasonable period of time. If necessary, Sourcewell and the Supplier will jointly develop a short briefing document that describes the issue(s), relevant impact, and positions of both parties.

2. Escalation. If parties are unable to resolve the issue in a timely manner, as specified above, either Sourcewell or Supplier may escalate the resolution of the issue to a higher level of management. The Supplier will have 30 calendar days to cure an outstanding issue.

3. Performance while Dispute is Pending. Notwithstanding the existence of a dispute, the Supplier must continue without delay to carry out all of its responsibilities under the Contract that are not affected by the dispute. If the Supplier fails to continue without delay to perform its responsibilities under the Contract, in the accomplishment of all undisputed work, the Supplier will bear any additional costs incurred by Sourcewell and/or its Participating Entities as a result of such failure to proceed.

B. DEFAULT AND REMEDIES. Either of the following constitutes cause to declare this Contract, or any Participating Entity order under this Contract, in default:

1. Nonperformance of contractual requirements, or

2. A material breach of any term or condition of this Contract.

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The party claiming default must provide written notice of the default, with 30 calendar days to cure the default. Time allowed for cure will not diminish or eliminate any liability for liquidated or other damages. If the default remains after the opportunity for cure, the non-defaulting party may:

x Exercise any remedy provided by law or equity, or
x Terminate the Contract or any portion thereof, including any orders issued against the Contract.

18. INSURANCE

A. REQUIREMENTS. At its own expense, Supplier must maintain insurance policy(ies) in effect at all times during the performance of this Contract with insurance company(ies) licensed or authorized to do business in the State of Minnesota having an “AM BEST” rating of A- or better, with coverage and limits of insurance not less than the following:

1. Workers’ Compensation and Employer’s Liability.

Workers’ Compensation: As required by any applicable law or regulation.

Employer's Liability Insurance: must be provided in amounts not less than listed below:

Minimum limits:
$500,000 each accident for bodily injury by accident
$500,000 policy limit for bodily injury by disease
$500,000 each employee for bodily injury by disease

2. Commercial General Liability Insurance. Supplier will maintain insurance covering its operations, with coverage on an occurrence basis, and must be subject to terms no less broad than the Insurance Services Office (“ISO”) Commercial General Liability Form CG0001 (2001 or newer edition), or equivalent. At a minimum, coverage must include liability arising from premises, operations, bodily injury and property damage, independent contractors, products-completed operations including construction defect, contractual liability, blanket contractual liability, and personal injury and advertising injury. All required limits, terms and conditions of coverage must be maintained during the term of this Contract.

Minimum Limits:
$1,000,000 each occurrence Bodily Injury and Property Damage $1,000,000 Personal and Advertising Injury
$2,000,000 aggregate for Products-Completed operations
$2,000,000 general aggregate

3. Commercial Automobile Liability Insurance. During the term of this Contract, Supplier will maintain insurance covering all owned, hired, and non-owned automobiles in limits of liability not less than indicated below. The coverage must be subject to terms

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no less broad than ISO Business Auto Coverage Form CA 0001 (2010 edition or newer), or equivalent.

Minimum Limits:
$1,000,000 each accident, combined single limit

4. Umbrella Insurance. During the term of this Contract, Supplier will maintain umbrella coverage over Employer’s Liability, Commercial General Liability, and Commercial Automobile.

Minimum Limits:
$2,000,000

5. Network Security and Privacy Liability Insurance. During the term of this Contract, Supplier will maintain coverage for network security and privacy liability. The coverage may be endorsed on another form of liability coverage or written on a standalone policy. The insurance must cover claims which may arise from failure of Supplier’s security resulting in, but not limited to, computer attacks, unauthorized access, disclosure of not public data – including but not limited to, confidential or private information, transmission of a computer virus, or denial of service.

Minimum limits:
$2,000,000 per occurrence
$2,000,000 annual aggregate

Failure of Supplier to maintain the required insurance will constitute a material breach entitling Sourcewell to immediately terminate this Contract for default.

B. CERTIFICATES OF INSURANCE. Prior to commencing under this Contract, Supplier must furnish to Sourcewell a certificate of insurance, as evidence of the insurance required under this Contract. Prior to expiration of the policy(ies), renewal certificates must be mailed to Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 or sent to the Sourcewell Supplier Development Administrator assigned to this Contract. The certificates must be signed by a person authorized by the insurer(s) to bind coverage on their behalf.

Failure to request certificates of insurance by Sourcewell, or failure of Supplier to provide certificates of insurance, in no way limits or relieves Supplier of its duties and responsibilities in this Contract.

C. ADDITIONAL INSURED ENDORSEMENT AND PRIMARY AND NON-CONTRIBUTORY INSURANCE CLAUSE. Supplier agrees to list Sourcewell and its Participating Entities, including their officers, agents, and employees, as an additional insured under the Supplier’s commercial general liability insurance policy with respect to liability arising out of activities, “operations,” or “work” performed by or on behalf of Supplier, and products and completed operations of Supplier. The policy provision(s) or endorsement(s) must further provide that coverage is

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primary and not excess over or contributory with any other valid, applicable, and collectible insurance or self-insurance in force for the additional insureds.

D. WAIVER OF SUBROGATION. Supplier waives and must require (by endorsement or otherwise) all its insurers to waive subrogation rights against Sourcewell and other additional insureds for losses paid under the insurance policies required by this Contract or other insurance applicable to the Supplier or its subcontractors. The waiver must apply to all deductibles and/or self-insured retentions applicable to the required or any other insurance maintained by the Supplier or its subcontractors. Where permitted by law, Supplier must require similar written express waivers of subrogation and insurance clauses from each of its subcontractors.

E. UMBRELLA/EXCESS LIABILITY/SELF-INSURED RETENTION. The limits required by this Contract can be met by either providing a primary policy or in combination with umbrella/excess liability policy(ies), or self-insured retention.

19. COMPLIANCE

A. LAWS AND REGULATIONS. All Equipment, Products, or Services provided under this Contract must comply fully with applicable federal laws and regulations, and with the laws in the states and provinces in which the Equipment, Products, or Services are sold.

B. LICENSES. Supplier must maintain a valid and current status on all required federal, state/provincial, and local licenses, bonds, and permits required for the operation of the business that the Supplier conducts with Sourcewell and Participating Entities.

20. BANKRUPTCY, DEBARMENT, OR SUSPENSION CERTIFICATION

Supplier certifies and warrants that it is not in bankruptcy or that it has previously disclosed in writing certain information to Sourcewell related to bankruptcy actions. If at any time during this Contract Supplier declares bankruptcy, Supplier must immediately notify Sourcewell in writing.

Supplier certifies and warrants that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from programs operated by the State of Minnesota; the United States federal government or the Canadian government, as applicable; or any Participating Entity. Supplier certifies and warrants that neither it nor its principals have been convicted of a criminal offense related to the subject matter of this Contract. Supplier further warrants that it will provide immediate written notice to Sourcewell if this certification changes at any time.

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21. PROVISIONS FOR NON-UNITED STATES FEDERAL ENTITY PROCUREMENTS UNDER

UNITED STATES FEDERAL AWARDS OR OTHER AWARDS

Participating Entities that use United States federal grant or FEMA funds to purchase goods or services from this Contract may be subject to additional requirements including the procurement standards of the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards, 2 C.F.R. § 200. Participating Entities may have additional requirements based on specific funding source terms or conditions. Within this Article, all references to “federal” should be interpreted to mean the United States federal government.

The following list only applies when a Participating Entity accesses Supplier’s Equipment, Products, or Services with United States federal funds.

A. EQUAL EMPLOYMENT OPPORTUNITY. Except as otherwise provided under 41 C.F.R. § 60, all contracts that meet the definition of “federally assisted construction contract” in 41 C.F.R. § 60-

1.3 must include the equal opportunity clause provided under 41 C.F.R. §60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 C.F.R. §, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 C.F.R. § 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” The equal opportunity clause is incorporated herein by reference.

B. DAVIS-BACON ACT, AS AMENDED (40 U.S.C. § 3141-3148). When required by federal program legislation, all prime construction contracts in excess of $2,000 awarded by non- federal entities must include a provision for compliance with the Davis-Bacon Act (40 U.S.C. § 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 C.F.R. § 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-federal entity must report all suspected or reported violations to the federal awarding agency. The contracts must also include a provision for compliance with the Copeland “Anti-Kickback” Act (40 U.S.C. § 3145), as supplemented by Department of Labor regulations (29 C.F.R. § 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-federal entity must report all suspected or reported violations to the federal awarding agency. Supplier must be in compliance with all applicable Davis-Bacon Act provisions.

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C. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (40 U.S.C. § 3701-3708). Where applicable, all contracts awarded by the non-federal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. §§ 3702 and 3704, as supplemented by Department of Labor regulations (29 C.F.R. § 5).

Under 40 U.S.C. § 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. § 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. This provision is hereby incorporated by reference into this Contract. Supplier certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Supplier must comply with applicable requirements as referenced above.

D. RIGHTS TO INVENTIONS MADE UNDER A CONTRACT OR AGREEMENT. If the federal award meets the definition of “funding agreement” under 37 C.F.R. § 401.2(a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient must comply with the requirements of 37 C.F.R. § 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. Supplier certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Supplier must comply with applicable requirements as referenced above.

E. CLEAN AIR ACT (42 U.S.C. § 7401-7671Q.) AND THE FEDERAL WATER POLLUTION CONTROL ACT (33 U.S.C. § 1251-1387). Contracts and subgrants of amounts in excess of $150,000 require the non-federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. § 7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251- 1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).

Supplier certifies that during the term of this Contract will comply with applicable requirements as referenced above.

F. DEBARMENT AND SUSPENSION (EXECUTIVE ORDERS 12549 AND 12689). A contract award (see 2 C.F.R. § 180.220) must not be made to parties listed on the government wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 C.F.R. §180 that implement Executive Orders 12549 (3 C.F.R. § 1986 Comp., p. 189) and 12689 (3 C.F.R. § 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names

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of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Supplier certifies that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency.

G. BYRD ANTI-LOBBYING AMENDMENT, AS AMENDED (31 U.S.C. § 1352). Suppliers must file any required certifications. Suppliers must not have used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Suppliers must disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the non-federal award. Suppliers must file all certifications and disclosures required by, and otherwise comply with, the Byrd Anti-Lobbying Amendment (31 U.S.C. § 1352).

H. RECORD RETENTION REQUIREMENTS. To the extent applicable, Supplier must comply with the record retention requirements detailed in 2 C.F.R. § 200.333. The Supplier further certifies that it will retain all records as required by 2 C.F.R. § 200.333 for a period of 3 years after grantees or subgrantees submit final expenditure reports or quarterly or annual financial reports, as applicable, and all other pending matters are closed.

I. ENERGY POLICY AND CONSERVATION ACT COMPLIANCE. To the extent applicable, Supplier must comply with the mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act.

J. BUY AMERICAN PROVISIONS COMPLIANCE. To the extent applicable, Supplier must comply with all applicable provisions of the Buy American Act. Purchases made in accordance with the Buy American Act must follow the applicable procurement rules calling for free and open competition.

K. ACCESS TO RECORDS (2 C.F.R. § 200.336). Supplier agrees that duly authorized representatives of a federal agency must have access to any books, documents, papers and records of Supplier that are directly pertinent to Supplier’s discharge of its obligations under this Contract for the purpose of making audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to Supplier’s personnel for the purpose of interview and discussion relating to such documents.

L. PROCUREMENT OF RECOVERED MATERIALS (2 C.F.R. § 200.322). A non-federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation

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and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R. § 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.

M. FEDERAL SEAL(S), LOGOS, AND FLAGS. The Supplier not use the seal(s), logos, crests, or reproductions of flags or likenesses of Federal agency officials without specific pre-approval.

N. NO OBLIGATION BY FEDERAL GOVERNMENT. The U.S. federal government is not a party to this Contract or any purchase by an Participating Entity and is not subject to any obligations or liabilities to the Participating Entity, Supplier, or any other party pertaining to any matter resulting from the Contract or any purchase by an authorized user.

O. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS OR RELATED ACTS. The Contractor acknowledges that 31 U.S.C. 38 (Administrative Remedies for False Claims and Statements) applies to the Supplier’s actions pertaining to this Contract or any purchase by a Participating Entity.

P. FEDERAL DEBT. The Supplier certifies that it is non-delinquent in its repayment of any federal debt. Examples of relevant debt include delinquent payroll and other taxes, audit disallowance, and benefit overpayments.

Q. CONFLICTS OF INTEREST. The Supplier must notify the U.S. Office of General Services, Sourcewell, and Participating Entity as soon as possible if this Contract or any aspect related to the anticipated work under this Contract raises an actual or potential conflict of interest (as described in 2 C.F.R. Part 200). The Supplier must explain the actual or potential conflict in writing in sufficient detail so that the U.S. Office of General Services, Sourcewell, and Participating Entity are able to assess the actual or potential conflict; and provide any additional information as necessary or requested.

R. U.S. EXECUTIVE ORDER 13224. The Supplier, and its subcontractors, must comply with U.S.

Executive Order 13224 and U.S. Laws that prohibit transactions with and provision of resources and support to individuals and organizations associated with terrorism.

S. PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT. To the extent applicable, Supplier certifies that during the term of this Contract it will comply with applicable requirements of 2 C.F.R. § 200.216.

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T. DOMESTIC PREFERENCES FOR PROCUREMENTS. To the extent applicable, Supplier certifies that during the term of this Contract will comply with applicable requirements of 2 C.F.R. § 200.322.

22. CANCELLATION

Sourcewell or Supplier may cancel this Contract at any time, with or without cause, upon 60 days’ written notice to the other party. However, Sourcewell may cancel this Contract immediately upon discovery of a material defect in any certification made in Supplier’s Proposal. Cancellation of this Contract does not relieve either party of financial, product, or service obligations incurred or accrued prior to cancellation.

Sourcewell Rev Group, Inc.

By: __________________________ By: __________________________ Jeremy Schwartz Mike Virnig
Title: Chief Procurement Officer Title: Vice President Sales, REV Fire Group

Date: ________________________

Approved:

By: __________________________
Chad Coauette
Title: Executive Director/CEO

Date: ________________________

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Bid Number: RFP 113021 Vendor Name: E-ONE, Inc.

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Redlands Regular Meeting 11-21-23
732 of 835
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Bid Number: RFP 113021 Vendor Name: E-ONE, Inc.

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City of Redlands /Holman Capital Corporation
Payment Schedule No. 03 under
Master Equipment Lease-Purchase Agreement

INDEX TO LEGAL DOCUMENTS
PAYMENT SCHEDULE NO. 03

UNDER MASTER EQUIPMENT LEASE-PURCHASE AGREEMENT
DATED FEBRUARY 4, 2020 BY AND BETWEEN

HOLMAN CAPITAL CORPORATION
And

CITY OF REDLANDS

Lease Documents:

PAYMENT SCHEDULE NO. 03

Exhibit A-1 – Notice and Acknowledgment of Assignment;
Exhibit B-1 – Insurance Coverage Request;
Exhibit B-2 – Self-Insurance Rider (if applicable);
Exhibit C – Essential Use Certificate;
Exhibit D – Incumbency Certificate;
Exhibit E – Opinion of Lessee’s Counsel;
Exhibit F – Bank Qualified Certificate
Exhibit G – Post Issuance Tax Compliance Procedures;
Exhibit H – Escrow Agreement;
Exhibit I - Resolution of Lessee;
Exhibit J - UCC-1 Financing Statement with attached Schedule A (to be filed by the Investor);
Exhibit K - Form 8038-G; and
Exhibit L - Closing Memorandum/Payment Proceeds Direction

HOLMAN CAPITAL CORPORATION

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1 PAYMENT SCHEDULE NO. 03
UNDER MASTER EQUIPMENT LEASE-PURCHASE AGREEMENT DATED FEBRUARY 4, 2020

1. DESCRIPTION OF THE EQUIPMENT:

Fire apparatus purchased pursuant to that certain Agreement wi th Fire Apparatus Solutions (the “Vendor”) and financed by this Payment Schedule dated November 28, 2023, to that certain Master Equipment Lease -Purchase Agreement dated February 4, 2020 by and between Holman Capital Corporation and City of Redlands including, without limitation, the following:

DESCRIPTION UNIT COST QUANTITY TOTAL
Spartan/Smeal Type I Fire Truck $1,221,148.31 3 $3,663,444.93 Holman Capital Doc Fee $5,000.00
TOTAL $3,668,444.93

together with all accessories, attachments, substitutions and accessions.

2. EQUIPMENT LOCATION: 35 Cajon Street, Suite 12, Redlands, CA 92373

3. RENTAL PAYMENT SCHEDULE: The rental payments shall be made for the Equipment as follows:

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2 * Assumes that all rental payments and additional rentals due on and prior to that date have been paid.

Rental payments are calculated on the basis of a 360-day year consisting of 12 months of 30 days.

PAYMENT NO. DATE

TOTAL RENTAL

PAYMENT DUE

INTEREST

COMPONENT

PRINCIPAL

COMPONENT

CONCLUDING

PAYMENT
0 11/28/2023
1 5/28/2024 157,425.45$ 108,219.13$ 49,206.32$ 3,800,200.54$ 2 11/28/2024 157,425.45$ 106,767.54$ 50,657.91$ 3,747,009.74$ 3 5/28/2025 157,425.45$ 105,273.13$ 52,152.32$ 3,692,249.80$ 4 11/28/2025 157,425.45$ 103,734.64$ 53,690.81$ 3,635,874.45$ 5 5/28/2026 157,425.45$ 102,150.76$ 55,274.69$ 3,577,836.02$ 6 11/28/2026 157,425.45$ 100,520.15$ 56,905.30$ 3,518,085.46$ 7 5/28/2027 157,425.45$ 98,841.45$ 58,584.00$ 3,456,572.26$ 8 11/28/2027 157,425.45$ 97,113.22$ 60,312.23$ 3,393,244.42$ 9 5/28/2028 157,425.45$ 95,334.01$ 62,091.44$ 3,328,048.41$ 10 11/28/2028 157,425.45$ 93,502.31$ 63,923.14$ 3,260,929.11$ 11 5/28/2029 157,425.45$ 91,616.58$ 65,808.87$ 3,191,829.80$ 12 11/28/2029 157,425.45$ 89,675.22$ 67,750.23$ 3,120,692.05$ 13 5/28/2030 157,425.45$ 87,676.59$ 69,748.86$ 3,047,455.75$ 14 11/28/2030 157,425.45$ 85,618.99$ 71,806.46$ 2,972,058.97$ 15 5/28/2031 157,425.45$ 83,500.70$ 73,924.75$ 2,894,437.98$ 16 11/28/2031 157,425.45$ 81,319.92$ 76,105.53$ 2,814,527.17$ 17 5/28/2032 157,425.45$ 79,074.81$ 78,350.64$ 2,732,259.00$ 18 11/28/2032 157,425.45$ 76,763.47$ 80,661.98$ 2,647,563.92$ 19 5/28/2033 157,425.45$ 74,383.94$ 83,041.51$ 2,560,370.34$ 20 11/28/2033 157,425.45$ 71,934.21$ 85,491.24$ 2,470,604.54$ 21 5/28/2034 157,425.45$ 69,412.22$ 88,013.23$ 2,378,190.64$ 22 11/28/2034 157,425.45$ 66,815.83$ 90,609.62$ 2,283,050.54$ 23 5/28/2035 157,425.45$ 64,142.85$ 93,282.60$ 2,185,103.81$ 24 11/28/2035 157,425.45$ 61,391.01$ 96,034.44$ 2,084,267.65$ 25 5/28/2036 157,425.45$ 58,558.00$ 98,867.45$ 1,980,456.83$ 26 11/28/2036 157,425.45$ 55,641.41$ 101,784.04$ 1,873,583.59$ 27 5/28/2037 157,425.45$ 52,638.78$ 104,786.67$ 1,763,557.58$ 28 11/28/2037 157,425.45$ 49,547.57$ 107,877.88$ 1,650,285.81$ 29 5/28/2038 157,425.45$ 46,365.17$ 111,060.28$ 1,533,672.51$ 30 11/28/2038 157,425.45$ 43,088.89$ 114,336.56$ 1,413,619.13$ 31 5/28/2039 157,425.45$ 39,715.97$ 117,709.48$ 1,290,024.17$ 32 11/28/2039 157,425.45$ 36,243.54$ 121,181.91$ 1,162,783.17$ 33 5/28/2040 157,425.45$ 32,668.67$ 124,756.78$ 1,031,788.55$ 34 11/28/2040 157,425.45$ 28,988.34$ 128,437.11$ 896,929.58$ 35 5/28/2041 157,425.45$ 25,199.45$ 132,226.00$ 758,092.28$ 36 11/28/2041 157,425.45$ 21,298.78$ 136,126.67$ 615,159.28$ 37 5/28/2042 157,425.45$ 17,283.05$ 140,142.40$ 468,009.76$ 38 11/28/2042 157,425.45$ 13,148.85$ 144,276.60$ 316,519.33$ 39 5/28/2043 157,425.45$ 8,892.69$ 148,532.76$ 160,559.93$ 40 11/28/2043 157,425.45$ 4,511.23$ 152,914.22$ $ - Grand Totals 6,297,018.00$ 2,628,573.07$ 3,668,444.93$ Redlands Regular Meeting 11-21-23
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3 4. INTEREST RATE: 5.90%

5. COMMENCEMENT DATE: November 28, 2023

6. SCHEDULED LEASE TERM: 20 Years

7. Lessee’s current Fiscal Year extends from July 1, 2023.

8. The terms and provisions of the Master Equipment Lease -Purchase Agreement described above are hereby incorporated into this Payment Schedule by reference and made a part hereof.

9. Lessee hereby consents to the assignment by the Lessor of its rights under this Payment Schedule, which rights are evidenced by the Assignment Agreement entered into concurrently with this Payment Schedule.

10. Lessee hereby represents, warrants, and covenants that (i) its representations, warranties, and covenants set forth in the Master Equipment Lease -Purchase Agreement (particularly Paragraph 21 thereof) are true and correct as though made on the date of execution of this Schedule, and (ii) sufficient funds have been appropriated by Lessee for the payment of all rental payments due under this Payment Schedule during Lessee’s current Fiscal Year.

11. Interest, if any, accruing from the Commencement Date hereof to the actual date of funding shall be retained by Lessor as additional consideration for entering into this Schedule.

12. The following exhibits are incorporated into this Payment Schedule by this reference: Exhibit A-1 – Notice and Acknowledgment of Assignment; Exhibit B-1 – Insurance Coverage Request or, as applicable, Exhibit B-2 – Self-Insurance Rider; Exhibit C – Essential Use Certificate; Exhibit D - Incumbency Certificate; Exhibit E – Opinion of Lessee’s Counsel; Exhibit F – Bank Qualified Certificate; Exhibit G – Post-Issuance Tax Compliance Procedures; Exhibit H – Escrow Agreement; Exhibit I – Resolution of Lessee; Exhibit J – UCC-1 Financing Statement; Exhibit K – Form 8038-G; and Exhibit L – Closing Memorandum.

CITY OF REDLANDS, as Lessee HOLMAN CAPITAL CORPORATION, as Lessor

By:

Name: Eddie Tejeda
Title: Mayor

By:

Name: Lance Holman
Title: President & CEO

Counterpart No. _____ of two manually executed and serially numbered counterparts. To the extent that this Schedule constitutes chattel paper (as defined in the applicable provisions of the Uniform Commercial Code as enacted in the applicable state), no security or ownership interest herein may be created through the transfer or possession of any Counterpart other than Counterpart No. 1.

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A-1-1
EXHIBIT A-1

NOTICE AND ACKNOWLEDGEMENT OF SALE OF RENTAL PAYMENTS AND ASSIGNMENT OF PAYMENT SCHEDULE NO. 03 AND ESCROW AGREEMENT

Holman Capital Corporation (“Lessor”) and the City of Redlands( “Lessee”) have entered into a Master Equipment Lease-Purchase Agreement dated February 4, 2020 (the “Master Lease Agreement”) and Payment Schedule No. 03 issued thereunder, under which Lessee has, or will have prior to its execution hereof, leased equipment (the “Equipment”) described in that Payment Schedule.

Lessee is hereby notified that Lessor has assigned its right, title, and interest in and to Payment Schedule No. 03, the leased Equipment, and the rental payments as permitted by Payment Schedule No. 03 in accordance with the Master Lease Agreement.

Lessee is hereby directed to pay any and all rental payments and other amounts due under Payment Schedule No. 03 to Mission Valley Bank and/or its affiliates, as Lessor’s assignee (the “Assignee”), as directed by the Assignee or a paying agent acting on behalf of Assignee, pursuant to the instructions contained in any invoice or notice. Lessee will also direct any and all correspondence, notice and servicing requests to the Assignee at the following address:

Mission Valley Bank
Attn: Loan Servicing Department
9116 Sunland Blvd.

Sun Valley, CA 91532

By signing this Notice and Acknowledgment, Lessee agrees that it will pay all amounts due under Payment Schedule No. 03 as directed in the invoice without any set -off or deduction whatsoever notwithstanding any defect in, damage to or requisition of any of the Equipment leased under Payment Schedule No. 03, any other similar or dissimilar event, any defense, set-off, counterclaim or recoupment arising out of any claim against Lessor or Assignee.

Lessee further acknowledges and agrees that Assignee has not assumed any of Lessor’s obligations or duties under the Master Lease Agreement or Payment Schedule No. 03, or made any warranties whatsoever as to the Master Lease Agreement, Payment Schedule No. 03 or the Equipment.

Lessee agrees that no change may be made to the Master Lease Agreement or Payment Schedule No. 03 without the prior written consent of Assignee.

By signing this Notice and Acknowledgment, Lessee warrants that its representations and warranties under the Lease Agreement are true and correct on the date hereof.

Date: November 28, 2023
CITY OF REDLANDS, as Lessee

By: _______________________________________
Name: Eddie Tejeda
Title: Mayor
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B-1-1
EXHIBIT B-1

INSURANCE CERTIFICATION
[complete only if Lessee is not self-insured]

Holman Capital Corporation
25231 Paseo De Alicia
Suite 105
Laguna Hills, CA 92653

November 28, 2023

Re: Payment Schedule No. 03 under Master Equipment Lease-Purchase Agreement dated February 4, 2020

In connection with the above-referenced Payment Schedule No. 03 and Master Lease Agreement, City of Redlands, as lessee (the “Lessee”) certifies that it has instructed the insurance agent named below (please fill in name, address, and telephone number):

Name of Agent: Alliant Insurance Services, Inc.

Address: 2180 Harvard Street
Suite 460
Sacramento, CA 95815
Phone: 916-643-2715
to issue:

X
Liability Insurance. Lessee is required to maintain public liability insurance, personal injury and property damage with policy limits of $3,000,000. The policy should be endorsed to name Mission Valley Bank (the assignee of Holman Capital Corporation) as an additional insured.

X
Casualty Insurance . Lessee is required to maintain all risk extended coverage, malicious mischief and vandalism insurance for the Equipment described in the above-referenced Payment Schedule in an amount not less than the greater of $3,663,444.93 or the full replacement cost of the Equipment. Such insurance shall be endorsed to name Mission Valley Bank as a co -loss payee with respect to such Equipment.

The required insurance should also be endorsed to give Mission Valley Bank at least 30 days’ prior written notice of the effective date of any material alteration or cancellation of coverage, and an endorsement confirming that the interest of Mission Valley Bank shall not be invalidated by any actions, inactions, breach of warranty or conditions or negligence of Lessee.

Proof of insurance coverage will be provided to Mission Valley Bank prior to and/or commensurate with the later of the Commencement Date of Payment Schedule No. 03 or the delivery and acceptance of the Equipment.

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Very truly yours,

CITY OF REDLANDS, as Lessee

By: _______________________________________
Name: Eddie Tejeda
Title: Mayor
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EXHIBIT B-2

[complete only if Lessee is self-insured]

Holman Capital Corporation
25231 Paseo De Alicia
Suite 105
Laguna Hills, CA 92653

November 28, 2023

Re: Payment Schedule No. 03 under Master Equipment Lease-Purchase Agreement dated February 4, 2020

In connection with the above -referenced Payment Schedule No. 03, City of Redlands, as lessee (the “Lessee”) certifies that it participates in an actuarially sound self -insurance program for property damage and public liability risks.

The following is attached (check all that apply):

 Letter from risk manager describing self-insurance program

 Other evidence of Lessee’s participation in self-insurance program

Very truly yours,

CITY OF REDLANDS, as Lessee

By: _______________________________________
Name: Eddie Tejeda
Title: Mayor

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EXHIBIT C

ESSENTIAL USE CERTIFICATE

Holman Capital Corporation
25231 Paseo De Alicia
Suite 105
Laguna Hills, CA 92653

November 28, 2023

Re: Payment Schedule No. 03 under Master Equipment Lease-Purchase Agreement dated February 4, 2020

I, Eddie Tejeda, appointed, or designated representative and Mayor of the City of Redlands, as lessee (the “Lessee”), am qualified to answer the questions set forth below regarding the Equipment to be acquired by Lessee in connection with the above-referenced Payment Schedule:

1. What is the specific use of the Equipment?

The specific use of the Equipment is for wildland and urban interface fire suppression.

2. What increased capabilities will the Equipment provide?

The Equipment replaces existing two (2) fire apparatus with one additional Fire Truck to add to the fleet. The Fire Trucks have reached the end of their economic useful life. The new units will offer greater fire suppression capacity and enhance firefighter safety.

3. Why is the Equipment essential to your ability to deliver governmental services?

The Redlands Fire Department is an all-risk fire agency. The City of Redlands has over 12,000 acres of wildlands, a majority of which have been designated by CalFire as areas of “high fire severity.” Thus, the equipment is vital to the mission of the fire department in saving lives and property.

4. Does the Equipment replace existing equipment?
(If so, please explain why you are replacing the existing equipment)

Yes. The equipment replaces aging fire apparatus that has reached the end of its useful economic life. The new equipment provides additional safety upgrades to the fleet. According to the National Fire Protection Agency (NFPA) Standard 1901, apparatus that have been properly maintained should not remain in frontline service for more than 15 years. Apparatus that are over 20 years should be replaced.

5. Why did you choose this specific Equipment?

This unit was chosen based upon the specific needs and mission of the Redlands Fire Department. The unit is based on the United States Forest Service Model 346.

6. For how many years do you expect to utilize the Equipment? Twenty (20) Plus Years - Ten (10) years on the front line and ten (10) years on reserve Redlands Regular Meeting 11-21-23
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2 Very truly yours,

CITY OF REDLANDS, as Lessee

By: ___________________________________________
Name: Eddie Tejeda
Title: Mayor

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EXHIBIT D

INCUMBENCY CERTIFICATE

I, Jeanne Donaldson, do hereby certify that I am the City Clerk of the City of Redlands (“District”), which is a body corporate and politic duly established and validly existing as a political subdivision of the State of California and operates under a Governing Board, and that I have custody of the records of such entity.

I hereby certify that, as of the date hereof, the individuals named below are the duly elected or appointed officers of the District holding the offices set forth opposite their respective names. I further certify that:
(i) The signatures set opposite their respective names and titles are their true and authentic signatures, and
(ii) Such officers have the authority on behalf of such entity to:
a. Enter into that certain Payment Schedule No. 03 under Master Equipment Lease- Purchase Agreement dated February 4, 2020 (the “Lease Agreement”), between the City of Redlands and Holman Capital Corporation, as lessor, and that certain Escrow Agreement dated as of November 28, 2023 (the “Escrow Agreement”) between the City of Redlands, Holman Capital Corporation, and Mission Valley Bank, as escrow agent; and
b. Execute Certificates of Acceptance, Payment Request/Disbursement Request Forms, and any and all other certificate, documents, and agreements relating to the Master Lease Agreement, Payment Schedule No. 03 and Escrow Agreement applicable to that Payment Schedule.

NAME TITLE SIGNATURE

Eddie Tejeda Mayor

IN WITNESS WHEREOF, I have duly executed this Certificate on behalf of the City of Redlands

November 28, 2023

By: ___________________________________
Name: Jeanne Donaldson
Title: City Clerk

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EXHIBIT E
[Print on Counsel Letterhead]

OPINION OF LESSEE’S COUNSEL

November 28, 2023

Holman Capital Corporation
25231 Paseo De Alicia, Suite 105
Laguna Hills, CA 92653

Re: Payment Schedule No. 03 under Master Equipment Lease-Purchase Agreement dated February 4, 2020

Ladies and Gentlemen:

As counsel to the City of Redlands (the “Lessee”), I have examined the Master Equipment Lease- Purchase Agreement dated February 4, 2020 and Payment Schedule No. 03, both collectively, the “Lease Agreement”), between the Lessee and Holman Capital Corporation, as lessor (“Lessor”), the form of the Escrow Agreement for Payment Schedule No. 03, together with the Disbursement Request Form and Certificate of Acceptance (collectively, the “Escrow Agreement” ), and the proceedings taken by the Governing Body of the Lessee to authorize on behalf of the Lessee the execution and delivery of the Master Lease Agreement, Payment Schedule No. 03 and the Escrow Agreement. The Master Lease Agreement, Payment Schedule No. 03 and the Escrow Agreement are herein collectively referred to as the “Transaction Documents.” Based upon the foregoing examination and upon an examination of such other documents and matters of law as I have deemed necessary or appropriate, I am of the opinion that:

1. The Lessee is a political subdivision of the State of California and operates under a Governing Board, and the laws of the State of California with full power and authority to enter into the Transaction Documents.

2. The Transaction Documents have each been duly authorized, executed, and delivered by the Lessee. Assuming due authorization, execution and delivery thereof by Lessor, the Transaction Documents constitute legal, valid, and binding obligations of the Le ssee, enforceable against the Lessee in accordance with their respective terms, subject to any applicable bankruptcy, insolvency, moratorium or other laws or equitable principles affecting the enforcement of creditors’ rights generally.

3. The Equipment to be leased pursuant to the Lease Agreement constitutes personal property and, when subjected to use by the Lessee, will not be a fixture under applicable law.

4. The Lessee has complied with any applicable public bidding requirements in connection with the Transaction Documents and the transactions contemplated thereby. By proper action, the Governing Body of the Lessee authorized the execution and delivery of the Transaction Documents and certain other matters, which actions were duly taken at a meeting that was held in compliance with all applicable laws relating to the holding of open and public meetings.

5. No litigation or proceeding is pending or, to the best of my knowledge, threatened to restrain or enjoin the execution, delivery, or performance by the Lessee of the Transaction Documents or in any way to contest the validity of the Transaction Documents, to contest or question the creation or existence of the Lessee or the Governing Body of the Lessee or the authority or ability of the Lessee to execute or Redlands Regular Meeting 11-21-23
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deliver the Transaction Documents or to comply with or perform its obligations thereunder. There is no litigation pending or, to the best of my knowledge, threatened seeking to restrain or enjoin the Lessee from annually appropriating sufficient funds to pay the rental payments or other amounts contemplated by the Master Lease Agreement and Payment Schedule No. 03.

6. The entering into and performance of the Transaction Documents do not and will not violate any judgment, order, law, or regulation applicable to the Lessee or result in any breach of, or constitute a default under, or result in the creation of any lien, charge, security interest, or other encumbrance upon any assets of the Lessee or on the Equipment (as such term is defined in the Lease Agreement) pursuant to any indenture, mortgage, deed of trust, bank loan or credit agreement, or other instrument to w hich the Lessee is a party or by which it or its assets may be bound. Notwithstanding the foregoing, upon the due and timely filing of a UCC -1 and a Title Application and/or Certificate of Title (the latter solely with respect to Equipment constituting titled vehicles), the Lessor will have a perfected security interest in the Equipment.

This opinion may be relied upon by Lessor and purchasers and assignees of Lessor’s interests in the Lease Agreement.

Respectfully submitted,

______________________________________

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EXHIBIT F

BANK-QUALIFIED DESIGNATION

The City of Redlands , as lessee, (the “Lessee”) under that certain Master Equipment Lease - Purchase Agreement dated February 4, 2020 and Payment Schedule No. 03 issued thereunder (collectively, the “Lease”) to which this Designation is attached, hereby designates the Lease as a “qualified tax-exempt obligation” for the purposes and within the meaning of Section 265(b)(3) of the Internal Revenue Code of 1986, as a mended. The Lessee hereby represents that the Lessee is a “qualified small issuer” in that it reasonably anticipates that the Lessee and other entities that the Lessee controls will not issue tax-exempt obligations (including the Lease) the aggregate principal amount of which exceed $10,000,000 during the calendar year in which the Lease is executed and delivered and interest commences to accrue thereunder; and that the Lease is being entered into and will be used in connection with public purposes.

This Designation is attached to and made a part of the Lease and inures to the benefit of the Lessor and its successors and/or assigned.

EXECUTED as of this November 28, 2023.

CITY OF REDLANDS, as Lessee

By: ________________________
Name: Eddie Tejeda
Title: Mayor

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EXHIBIT G

POST-ISSUANCE TAX COMPLIANCE PROCEDURES
Dated: November 28, 2023
The following certificate is delivered in connection with the execution and delivery of Payment Schedule No. 03 issued under the Master Equipment Lease-Purchase Agreement dated February 4, 2020 (the "Master Lease Agreement"), entered into between the City of Redlands (the "Lessee") and Holman Capital Corporation (the "Corporation"). Capitalized terms used herein have the meanings defined in the Lease Agreement.

Section 1. In General.

1.1. This Certificate is executed for the purpose of establishing the reasonable expectations of Lessee as to future events regarding the financing of certain equipment (the “Equipment”) to be acquired by Lessor and leased to Lessee pursuant to and in accordance with Payment Schedule No. 03 executed under the Master Lease Agreement (together with all related documents executed pursuant thereto and contemporaneously herewith, the "Financing Documents"). As described in the Financing Documents, Lessor shall apply $3,668,444.93 (the “Principal Amount”) toward the acquisition of the Equipment and closing costs, and Lessee shall make Rental Payments under the terms and conditions as set forth in the Financing Documents.

1.2. The individual executing this Certificate on behalf of Lessee is an officer of Lessee delegated with the responsibility of reviewing and executing the Financing Documents, pursuant to the governing board’s approval or other official action of Lessee adopted with respect to the Financing Documents, a copy of which has been delivered to Lessor.

1.3. The Financing Documents are being entered into for the purpose of providing funds for financing the cost of acquiring, equipping and installing the Equipment which is essential to the governmental functions of Lessee, which Equipment is described in said Payment Schedule No. 03. The Principal Amount will be deposited in escrow by Lessor on the date of issuance of the Financing Documents and held by Mission Valley Bank, as escrow agent (the "Escrow Agent") pending acquisition of the Equipment under the terms of that certain Escrow Agreement for Payment Schedule No. 03 dated as of November 28, 2023 (the "Escrow Agreement"), by and between Lessor, Lessee and Escrow Agent.

1.4. Lessee will timely file for each Payment Schedule issued under the Master Lease Agreement a Form 8038-G (or, if the invoice price of the Equipment under such schedule is less than $100,000, a Form 8038-GC) relating to such Lease with the Internal Reve nue Service in accordance with Section 149(e) of the Internal Revenue Code of 1986, as amended (the “Code”).

1.5. The Lease is designated a “qualified tax-exempt obligation” for the purposes and within the meaning of Section 265(b)(3) of the Internal Revenue Code of 1986, as amended. In that regard, the Lessee is a “qualified small issuer” in that it reasonably anticipates that the Lessee and other entities that the Lessee controls will not issue tax -exempt obligations (inclu ding the Lease) the aggregate principal amount of which exceed $10,000,000 during the calendar year in which the Lease is executed and deliv ered and interest commences to accrue thereunder; and that the Lease is being entered into and will be used in connection with public purposes.

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Section 2. Non-Arbitrage Certifications.

2.1. The Rental Payments due under the Financing Documents will be made with monies retained in Lessee's general operating fund (or an account or subaccount therein). No sinking, debt service, reserve or similar fund or account will be created or maintained for the payment of the Rental Payments due under the Financing Documents or pledged as security therefor.

2.2. There have been and will be issued no obligations by or on behalf of Lessee that would be deemed to be (i) issued or sold within fifteen (15) days before or after the date of issuance of the Financing Documents, (ii) issued or sold pursuant to a common plan of financing with the Financing Documents and (iii) paid out of substantially the same source of funds as, or deemed to have substantially the same claim to be paid out of substantially the same source of funds as, the Financing Documents.

2.3. Lessee does not and will not have on hand any funds that are or will be restricted, segregated, legally required or otherwise intended to be used, directly or indirectly, as a substitute, replacement or separate source of financing for the Equipment.

2.4. No portion of the Principal Amount is being used by Lessee to acquire investments which produce a yield materially higher than the yield realized by Lessor from Rental Payments received under the Financing Documents.

2.5. The Principal Amount does not exceed the amount necessary for the governmental purpose for which the Financing Documents were entered into. Such funds are expected to be needed and fully expended for payment of the costs of acquiring, equipping and installing the Equipment.

2.6. Lessee does not expect to convey, sublease or otherwise dispose of the Equipment, in whole or in part, at a date which is earlier than the final Payment Date under the Financing Documents.

Section 3. Disbursement of Funds; Reimbursement to Lessee.

3.1 It is contemplated that the entire Principal Amount will be used to pay the acquisition cost of Equipment to the vendors or manufacturers thereof or for any financial advisory or closing costs, provided that, if applicable, a portion of the principal amount may be paid to Lessee as reimbursement for acquisition cost payments already made by it so long as the conditions set forth in Section 3.2 below are satisfied.

3.2. Lessee shall not request that it be reimbursed for Equipment acquisition cost payments already made by it unless each of the following conditions have been satisfied:
(a) If applicable, Lessee adopted a Resolution or otherwise declared its official intent in accordance with Treasury Regulation § 1.150 -2 (a copy of which will be provided to Lessor, if applicable, the “Declaration of Official Intent”), wherein Lessee expressed its intent to be reimbursed from the proceeds of a borrowing for all or a portion of the cost of the Equipment, which expenditure was paid to the Vendor (as defined in the Master Lease Agreement) not earlier than sixty (60) days before Lessee adopted the Declaration of Official Intent;
(b) The reimbursement being requested will be made by a written allocation before the later of eighteen (18) months after the expenditure was paid or eighteen (18) months after the items of Equipment to which such payment relates were placed in service;
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(c) The entire payment with respect to which reimbursement is being sought is a capital expenditure, being a cost of a type properly chargeable to a capital account under general federal income tax principles; and
(d) Lessee will use any reimbursement payment for general operating expenses and not in a manner which could be construed as an artifice or device under Treasury Regulation § 1.148-10 to avoid, in whole or in part, arbitrage yield restrictions or arbitrage rebate requirements.

Section 4. Use and Investment of Funds; Temporary Period.

4.1. Lessee has incurred or will incur, within six (6) months from the date of issuance of the Financing Documents, binding obligations to pay an amount equal to at least five percent (5%) of the Principal Amount toward the costs of the Equipment. An obli gation is not binding if it is subject to contingencies within Lessee’s control. The ordering and acceptance of the items of Equipment will proceed with due diligence to the date of final acceptance of the Equipment.

4.2. An amount equal to at least eighty-five percent (85%) of the Principal Amount will be expended to pay the cost of the Equipment by the end of the three -year period commencing on the date of this Certificate. No portion of the Principal Amount will be used to acquire investments that do not carry out the governmental purpose of the Financing Documents and that have a substantially guaranteed yield of four (4) years or more.

4.3.(a) Lessee covenants and agrees that it will rebate an amount equal to excess earnings on the Principal Amount deposited under the Escrow Agreement to the Internal Revenue Service if required by, and in accordance with, Section 148(f) of the Code, and make the annual determinations and maintain the records required by and otherwise comply with the regulations applicable thereto. Lessee reasonably expects to cause the Equipment to be acquired by November 28, 2026. (b) Lessee will provide evidence to Lessor that the rebate amount has been calculated and paid to the Internal Revenue Service in accordance with Section 148(f) of the Code unless (i) the entire Principal Amount is expended on the Equipment by the date that is the six -month anniversary of the Financing Documents or (ii) the Principal Amount is expended on the Equipment in accordance with the following schedule: At least fifteen pe rcent (15%) of the Principal Amount and interest earnings thereon will be applied to the cost of the Equipment within six months from the date of issuance of the Financing Documents; at least sixty percent (60%) of the Principal Amount and interest earnings thereon will be applied to the cost of the Equipment within 12 months from the date of issuance of the Financing Documents; and one hundred percent (100%) of the Principal Amount and interest earnings thereon will be applied to the cost of the Equipment prior to eighteen (18) months from the date of issuance of the Financing Documents.
(c) Lessee hereby covenants that (i) Lessee is a governmental unit with general tax powers; (ii) the Lease is not a “private activity bond” under Section 141 of the Code; (iii) at least ninety-five percent (95%) of the Principal Amount is used for the governmental activities of Lessee; and (iv) the aggregate principal amount of all tax-exempt obligations (including the Lease) issued by Lessee and its subordinate entities, if any, during the current calendar year is not reasonably expected to exceed $10,000,000. Accordingly, the rebate requirements of Section 148(f) of the Code are treated as being met, in lieu of the spending exceptions set forth in paragraph (b) above.

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Section 5. Escrow Account.

The Financing Documents provide that the monies deposited in escrow shall be invested until payments to the vendor(s) or manufacturer(s) of the Equipment are due. Lessee will ensure that such investment will not result in Lessee's obligations under the Financing Documents being treated as an "arbitrage bond" within the meaning of Section 148(a) of the Internal Revenue Code of 1986, as amended (the "Code"), respectively. Any monies which are earned from the investment of these funds shall be labeled as interest earned. All such monies will be disbursed on or promptly after the date that Lessee accepts the Equipment. Lessee acknowledges that the provisions of Sections 2 and 4 herein are particularly applicable when the Principal Amount is funded into an Escrow Fund subject to the Escrow Agreement.

Section 6. No Private Use; No Consumer Loan.

6.1. Lessee will not exceed the private use restrictions set forth in Section 141 of the Code. Specifically, Lessee will not permit more than 10% of the Principal Amount to be used for a Private Business Use (as defined herein) if, in addition, the payment of more than ten percent (10%) of the Principal Amount plus interest earned thereon is, directly or indirectly, secured by (i) any interest in property used or to be used for a Private Business Use or (ii) any interest in payments in respect of such property or derived from any payment in respect of property or borrowed money used or to be used for a Private Business Use.

6.2 In addition, if both (A) more than five percent (5%) of the Principal Amount is used as described above with respect to Private Business Use and (B) more than five percent (5%) of the Principal Amount plus interest earned thereon is secured by Private Business Use property or payments as described above, then the excess over such five percent (5%) (the “Excess Private Use Portion”) will be used for a Private Business Use related to the governmental use of the Equipment. Any such Excess Private Use Portion of the Principal Amount will not exceed the portion of the Principal Amount used for the governmental use of the particular project to which such Excess Private Use Portion is related. For purposes of this paragraph

6.2, “Private Business Use” means use of bond proceeds or bond financed-property directly or indirectly in a trade or business carried on by a natural person or in any activity carried on by a person other than a natural person, excluding, however, use by a state or local governmental unit and excluding use as a member of the general public.

6.3. No part of the Principal Amount or interest earned thereon will be used, directly or indirectly, to make or finance any loans to non -governmental entities or to any governmental agencies other than Lessee.

Section 7. No Federal Guarantee.

7.1. Payment of the principal or interest due under the Financing Documents is not directly or indirectly guaranteed, in whole or in part, by the United States or an agency or instrumentality thereof.

7.2. No portion of the Principal Amount or interest earned thereon shall be (i) used in making loans the payment of principal or interest of which are to be guaranteed, in whole or in part, by the United States or any agency or instrumentality thereof, or (ii) invested, directly or indirectly, in federally insured deposits or accounts if such investment would cause the financing under the Financing Documents to be "federally guaranteed" within the meaning of Section 149(b) of the Code.

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Section 8. Miscellaneous.

8.1. Lessee shall keep a complete and accurate record of all owners or assignees of the Financing Documents in form and substance satisfactory to comply with the registration requirements of Section 149(a) of the Code unless Lessor or its assignee agrees to act as Lessee's agent for such purpose.

8.2. Lessee shall maintain complete and accurate records establishing the expenditure of the Principal Amount and interest earnings thereon for a period of five (5) years after payment in full under the Financing Documents.

8.3. To the best of the undersigned’s knowledge, information and belief, the above expectations are reasonable and there are no other facts, estimates or circumstances that would materially change the expectations expressed herein.

8.4. The Lessee’s Tax Identification Number is: 95-6000766.

IN WITNESS WHEREOF, this Post-Issuance Tax Compliance Procedures Certificate has been executed on behalf of Lessee as of November 28, 2023.

CITY OF REDLANDS, as
Lessee

By: _________________________________
Name: Eddie Tejeda
Title: Mayor
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EXHIBIT H

ESCROW AGREEMENT

LESSOR:

Holman Capital Corporation
25231 Paseo De Alicia, Suite 105
Laguna Hills, CA 92653
ESCROW AGENT:

Mission Valley Bank
9116 Sunland Blvd.

Sun Valley, CA 91532

LESSEE:

City of Redlands
35 Cajon Street
Suite 30
Redlands, CA 92373

THIS ESCROW AGREEMENT (this “Escrow Agreement” ) is made as of November 28, 2023 , between Holman Capital Corporation (“Lessor”), the City of Redlands (“Lessee”), and Mission Valley Bank (the “Escrow Agent”).

Lessor and Lessee have heretofore entered into that certain Payment Schedule No. 03 (the “Payment Schedule”) under that Master Equipment Lease-Purchase Agreement dated February 4, 2020 (the “Master Lease Agreement” ). The Payment Schedule and Master Lease Agreement are jointly referred to herein as the “ Lease.” The Lease contemplates that certain Equipment described therein (the “Equipment”) is to be acquired from the vendor(s) or manufacturer(s) thereof.

After acceptance of the Equipment by Lessee, the Equipment is to be leased by Lessor to Lessee pursuant to the terms of the Lease.

The Lease contemplates that Lessor will deposit with the Escrow Agent cash in the amount of $3,668,444.93 (the “Deposit Amount”), for deposit into the escrow fund (the “Escrow Fund”), to be held in escrow by the Escrow Agent and applied on the express terms and conditions set forth herein. Such deposit into the Escrow Fund, together with all interest and additions received with respect thereto, is to be applied from time to time to pay the vendor(s) or manufacturer(s) of the Equipment its invoice cost (a portion of which may, if required, be paid prior to final acceptance of the Equipment by Lessee).

The Escrow Fund is to be held for the account and benefit of Lessee, and Lessee has granted to Lessor a first priority and perfected lien on and security interest in the Escrow Fund and any all proceeds, interest and other earnings thereon and investments therein to the Lessor by virtue of the execution of this Escrow Agreement and the Lease without the need for any additional filings or financing statements.

The parties desire to set forth the terms on which the escrow is to be created and to establish the rights and responsibilities of the parties hereto.

NOW, THEREFORE, the parties agree as follows:

1. The Escrow Agent hereby agrees to serve as escrow agent upon the terms and conditions set forth herein. The Escrow Agent agrees that the Escrow Fund shall be held irrevocably in trust for the account and benefit of Lessee and all interest earned with r espect to the Escrow Fund shall accrue to the benefit of Lessee and shall be applied as expressly set forth herein.

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To the limited extent required to perfect the first, priority security interest granted by Lessee to Lessor in the cash and negotiable instruments from time to time held in the Escrow Fund, Lessor hereby appoints the Escrow Agent as its security agent, and the Escrow Agent hereby accepts the appointment as security agent, and agrees to hold physical possession of such cash and negotiable instruments on behalf of Lessor.

2. On such day as determined to the mutual satisfaction of the parties pursuant to the terms of the Payment Schedule (the “Commencement Date”), Lessor shall deposit with the Escrow Agent cash in the amount of the Deposit Amount to be held by the Escrow Age nt on the express terms and conditions set forth herein. The Escrow Agent agrees to accept the deposit of the Deposit Amount by Lessor with the Escrow Agent, and further agrees to hold the amount so deposited together with all interest and other additions received with respect thereto in escrow on the express terms and conditions set forth herein.

3. The Escrow Agent shall at all times segregate the Escrow Fund into an account maintained for that express purpose, which shall be clearly identified on the books and records of the Escrow Agent as being held in its capacity as Escrow Agent. Securities and other negotiable instruments held in the Escrow Fund from time to time shall be held or registered in the name of the Escrow Agent (or its nominee). The Escrow Fund shall not, to the extent permitted by applicable law, be subject to levy or attachment or lien by or for the benefit of any creditor of any of the parties hereto (except with respect to the security interest therein held by Lessor).

4. Lessee hereby directs the Escrow Agent to invest the cash held in the Escrow Fund from time to time in a Mission Valley Bank non-interest bearing demand deposit account with no fees or costs or, in the event such fund is not at the time available, such other investments as Lessee may specify in writing, to the extent the same are at the time legal for investment of the funds being invested. Interest or other amounts earned and received by the Escrow Agent with respect to the Escrow Fund shall be deposited in and become a part of the Escrow Fund. No investment shall be made that would cause the Lease to be deemed to be an arbitrage bond within the meaning of Section 148(a) of the Internal Revenue Code of 1986, as amended.

5. Lessor and Lessee hereby authorize the Escrow Agent to take the following actions with respect to the Escrow Fund:
a. From time to time, the Escrow Agent shall pay the vendor or manufacturer of the Equipment payments then due and payable, or reimburse Lessee for amounts that it has paid to the vendor or manufacturer of the Equipment, upon receipt of the following: (a) a duly executed Certificate of Acceptance and Payment Request in the form attached as Exhibit A hereto, (b) the vendor(s) or manufacturer(s) invoice(s) specifying the acquisition price of the Equipment described in the requisition request, and (c) any additional documentation required by Lessor.
b. If Lessor provides to the Escrow Agent written notice of the occurrence of an Event of Default or an Event of Nonappropriation by Lessee under the Master Lease Agreement or Payment Schedule, the Escrow Agent shall thereupon promptly remit to Lessor the entire balance of the Escrow Fund. c. Upon receipt by the Escrow Agent of a duly executed Certificate of Acceptance and Payment Request identified as the final such request, the Escrow Agent shall transfer the then remaining balance of the Escrow Fund to Lessee, upon the express condition t hat Lessee hereby agrees to use such excess Redlands Regular Meeting 11-21-23
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amount solely for capital expenditures as shall be approved by Lessee or, at the written direction of Lessee, for application against the interest component of the Lessee’s payment obligation under the Lease, as provided therein, unless otherwise agreed by Lessor.

6. The Escrow Agent shall have no liability for acting upon any written instruction presented by Lessee and Lessor in connection with this Escrow Agreement that the Escrow Agent in good faith believes to be genuine. Furthermore, the Escrow Agent shall not be liable for any act or omission in connection with this Escrow Agreement except for its own gross negligence, willful misconduct, or bad faith. The Escrow Agent shall not be liable for any loss or diminution in value of the Escrow Fund as a result of the investments made pursuant to Section 4.

7. To the extent authorized by law, Lessee hereby agrees to indemnify and save the Escrow Agent harmless against any liabilities that it may incur in the exercise and performance of its powers and duties hereunder and that are not due to the Escrow Agent’s gross negligence or willful misconduct.

No indemnification will be made under this Section or elsewhere in this Escrow Agreement for damages arising solely out of gross negligence, willful misconduct, or bad faith by the Escrow Agent, its officers, agents, employees, successors or assigns.

8. The Escrow Agent may at any time resign by giving at least 30 days’ prior written notice to Lessee and Lessor, but such resignation shall not take effect until the appointment of the successor Escrow Agent.

The substitution of another bank or trust com pany to act as Escrow Agent under this Escrow Agreement may occur by written agreement of Lessor and Lessee. In addition, the Escrow Agent may be removed at any time, with or without cause, by instrument in writing executed by Lessor and Lessee. Such notice shall set forth the effective date of the removal. In the event of any resignation or removal of the Escrow Agent, a successor Escrow Agent shall be appointed by an instrument in writing executed by Lessor and Lessee. Such successor Escrow Agent shal l indicate its acceptance of such appointment by an instrument in writing delivered to Lessor, Lessee and the predecessor Escrow Agent.

Upon the effective date of resignation or removal, the Escrow Agent will transfer the Escrow Fund then held by it to the successor Escrow Agent selected by Lessor and Lessee.

9. This Escrow Agreement shall terminate upon receipt by the Escrow Agent of the written notice from Lessor specified in Section 5(b) or Section 5(c) hereof.

10. All notices hereunder shall be in writing, sent by certified mail, return receipt requested, or by mutually recognized overnight carrier addressed to the other party at its respective address shown on page 1 of this Escrow Agreement or at such other ad dress as such party shall from time to time designate in writing to the other parties; and shall be effective on the date or receipt.

11. This Escrow Agreement shall inure to the benefit of and shall be binding upon the parties hereto and their respective successors and assigns. No rights or obligations of the Escrow Agent under this Escrow Agreement may be assigned without the prior written consent of Lessor and Lessee.

12. This Escrow Agreement constitutes the entire agreement between the parties hereto with respect to the subject matter hereof, and no waiver, consent, modification, or change of terms hereof shall bind any party unless in writing signed by all parties.

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13. The Escrow Agent may employ agents, attorneys and accountants in connection with its duties hereunder and shall not be liable for any action taken or omitted in good faith in accordance with the advice of counsel, accountants, or other skilled persons.

14. This Escrow Agreement shall be governed by and be construed and interpreted in accordance with the internal laws of the State of California.

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IN WITNESS WHEREOF, the parties hereto have caused this Escrow Agreement to be duly executed as of the day and year first above set forth.

LESSOR: HOLMAN CAPITAL CORPORATION

By:

Name: Lance Holman
Title: President & CEO
LESSEE: CITY OF REDLANDS

By:

Name: Eddie Tejeda
Title: Mayor

ESCROW AGENT: ESCROW AGENT:

By:

Name: Paula Bahamon
Title: Vice President Community Development Manager

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EXHIBIT A TO ESCROW AGREEMENT

CERTIFICATE OF ACCEPTANCE AND PAYMENT REQUEST

The following payment request is directed to Mission Valley Bank (the “Escrow Agent”), as escrow agent under that certain Escrow Agreement dated November 28, 2023 (the “Escrow Agreement” ), between the City of Redlands (“Lessee”), Holman Capital Corporation (“Lessor”), and the Escrow Agent.

Because Holman Capital Corporation has assigned all of its right, title, and interest in and to the Escrow Agreement to Mission Valley Bank, all references herein to “Lessor” shall mean Mission Valley Bank.

The Escrow Agent is hereby requested to pay from the Escrow Fund established and maintained under the Escrow Agreement the amount set forth below to the named payee(s). The amount shown is due and payable under a purchase order or contract (or has been paid by and not previously reimbursed to Lessee). The equipment described below is part or all of the Equipment leased pursuant to that certain Payment Schedule No. 03 (the “Payment Schedule”) executed pursuant to the Master Equipment Lease- Purchase Agreeme nt dated February 4, 2020 (the “Master Lease Agreement” ), between Lessor and Lessee:

QUANTITY

DESCRIPTION OF

UNITS OF EQUIPMENT

AMOUNT

PAYEE

Lessee hereby certifies and represents to and agrees with Lessor as follows with respect to the Equipment described above: (i ) the Equipment has been delivered to the location(s) set forth in the Payment Schedule; (ii) a present need exists for the Equipment, which need is not temporary or expected to diminish in the near future; (iii) the Equipment is essential to and will be used by Lessee only for the purpose of performing one or more governmental functions of Lessee consistent with the permissible scope of Lessee’s authority; (iv) the estimated useful life of the Equipment based upon the manufacturer’s representations and Les see’s projected needs is not less than the term of the Payment Schedule; (v) Lessee has conducted such inspection and/or testing of the Equipment as it deems necessary and appropriate and hereby acknowledges that it accepts the Equipment for all purposes as of the date of this Certificate; (vi) the Equipment is covered by insurance in the types and amounts required by the Master Lease Agreement; (vii) no Event of Default or Event of Nonappropriation, as those terms are defined in the Master Lease Agreement, and no event that with the giving of notice or lapse of time or both, would become an Event of Default or an Event of Nonappropriation, has occurred and is continuing on the date hereof; and (viii) sufficient funds have been appropriated by Lessee for the payment of all rental payments due under the Payment Schedule during Lessee’s current Fiscal Year.

Based on the foregoing, the Escrow Agent is hereby authorized and directed to fund the acquisition of the Equipment set forth above by paying, or causing to be paid, the manufacturer(s)/vendor(s) the amounts set forth on the attached invoices from the Escr ow Fund held under the Escrow Agreement in accordance with its terms.

The following documents are attached hereto and made a part hereof: (a) Original Invoice(s) and (b) Copies of Certificate(s) of Ownership, designating Lessor as legal owner, and evidence of filing. [Remainder of page intentionally left blank]
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IF REQUEST IS FINAL REQUEST , CHECK HERE . The undersigned hereby certifies that the items of Equipment described above, together with the items of Equipment described in and accepted by Certificates of Acceptance and Payment Requests previously filed by Lessee with Lessor constitute all of the Equipment subject to the Payment Schedule.

Date: ______________

Approved:

MISSION VALLEY BANK, as Lessor CITY OF REDLANDS, as Lessee

By:

Name: Name:

Title: Title:

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SCHEDULE A TO ESCROW AGREEMENT:

NOTICE AND ACKNOWLEDGEMENT OF ASSIGNMENT OF ESCROW AGREEMENT

Holman Capital Corporation ("Lessor"), City of Redlands ("Lessee"), and Mission Valley Bank ("Escrow Agent") have entered into an Escrow Agreement dated November 28, 2023 (the "Escrow Agreement'), pursuant to which Lessor, or its Assignee (as defined below), has deposited cash into the Escrow Fund established thereunder, which funds are to be used by Lessee to acquire certain Equipment.

Escrow Agent is hereby notified that Lessor has assigned all of its right, title, and interest in and to, but not its obligations under, the Escrow Agreement to Mission Valley Bank ("Assignee"), including, in particular, but without limitation, Lessor's security interest in the Escrow Fund and Lessor's right to approve all payment requests submitted by Lessee.

Date: November 28, 2023

LESSOR: HOLMAN CAPITAL CORPORATION

By:

Name: Lance Holman
Title: President & CEO
LESSEE: CITY OF REDLANDS

By:

Name: Eddie Tejeda
Title: Mayor

ESCROW AGENT:

By:

Name: Paula Bahamon
Title: Vice President Community Development Manager

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EXHIBIT I

RESOLUTION OF LESSEE

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EXHIBIT J

UCC-1 FINANCING STATEMENT
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EXHIBIT K

IRS FORM 8038-G

[To be prepared by Holman Capital Corporation]
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EXHIBIT L

CLOSING MEMORANDUM

$3,668,444.93 LEASE FOR FIRE TRUCK ACQUISITION PROJECT
PURSUANT TO PAYMENT SCHEDULE NO. 03 ISSUED UNDER THE MASTER EQUIPMENT LEASE-PURCHASE AGREEMENT DATED FEBRUARY 4, 2020 BETWEEN CITY OF REDLANDS AS LESSEE, AND

HOLMAN CAPITAL CORPORATION, AS LESSOR

Pre-Closing: Pre-Closing will be held at the Lessee’s convenience, on or before November 24, 2023. All documents will be executed and two (2) blue ink originals will be overnighted to Holman Capital Corporation, Attn.: Jane Taubman, 25231 Paseo De Alicia, Suite 105, Laguna Hills, CA 92653, for delivery no later than 9:00 am on the morning of November 24, 2023 and held in trust until such time as the wires and original documents are released by the Parties.

Closing: (1) By internal funds transfer and pending receipt of original, executed Payment Schedule and related documents, on the morning of November 28, 2023, the Investor is authorized by Lessee to transfer via internal credit the Total Equipment Cost (as set forth below) to Escrow Agent, pursuant to a general ledger credit to the Escrow Account as follows:

Bank Name: Mission Valley Bank
ABA No: 122243224
Account No: Need Number
Account Name: City of Redlands

(2) By wire transfer and pending receipt of original, executed Payment Schedule and related documents, on the morning of November 28, 2023 the Investor is authorized by Lessee to transfer via wire the Issuance Costs (as defined below) to Lessor as follows:

Bank Name: Citizens Business Bank
ABA No: 122234149
Account No: XXXXXX149
Account Name: Holman Capital Corporation

Holman Capital Corporation will confirm disbursement of funds to the Lessee’s escrow account and then release all of the original documents held in trust to the investor and forward a copy to the Lessee. Upon confirmation by Escrow Agent of the Lease Proceeds, Lessee will wire closing costs, legal fees and other amounts to the parties in accordance with the invoices attached hereto.

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Sources and Uses of Funds:

Fire Truck Acquisition Project $3,668,444.93
Paid from Borrower Reserves
TOTAL SOURCES $3,668,444.93

2023 Project Costs for Payment Schedule No. 03 Components $3,663,444.93 Costs of Issuance $5,000.00
TOTAL LEASE PROCEEDS $3,668,444.93

CITY OF REDLANDS, LESSEE

By: _____________________________
Name: Eddie Tejeda
Title: Mayor

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City Council Meeting L. 5.

DATE: 11/21/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the agreement with Universal Protection Service, LP, doing business as Allied Universal Security Services for unarmed security guard services at the Citrus Center in an amount not-to-exceed $355,206.30 for a period of three (3) years; and determine that the agreement is exempt from environmental review pursuant to Section 15301 of the State's guidelines implementing the California Environmental Quality Act (Facilities and Community Services Director Crocker)
MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motions are provided:

I move to determine that approval of the agreement is exempt from environmental review pursuant to Section 15301 of the State's guidelines implementing the California Environmental Quality Act, and;

1. I move to approve the agreement with Universal Protection Service, LP dba Allied Universal Security Services for unarmed security guard services at the Citrus Center in an amount not to exceed $355,206.30.

2. RECOMMENDATION:

Staff recommends that City Council determine that approval of the agreement is exempt from environmental review pursuant to Section 15301 of the State's guidelines implementing the California Environmental Quality Act, and approve the agreement with Universal Protection Service, LP dba Allied Universal Security Services for unarmed security guard services at the Citrus Center for a period of three (3) years in an amount not to exceed $355,206.30 or $118,402.10 annually.

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DISCUSSION:

The City's Facilities and Community Services Department regularly procures supplies and services to support operations throughout the City. To accommodate these purchases and services and in accordance with the City's purchasing policies, staff is seeking approval for the following agreement for services at the Citrus Center. The Citrus Center is located at 300 E. State Street, is a six-story, multi-use building that currently includes the City Manager's office, and leases with various tenants. As part of the City's service obligation under those current leases, unarmed security patrol services are required.

On September 19, 2023, staff solicited a Request for Proposal for unarmed security patrol services at the Citrus Center. The scope of services in the RFP package was comprehensive to ensure a high level of responsiveness and professionalism while performing security services on city property. An overview of the requirements for services are summarized below:

Provide onsite surveillance and reporting;
Assist visitors with directions;
Report illegal activity to the City of Redlands Police Department; Proof of security background check must be submitted to the City for all individuals who will be doing the work; and
Hours of coverage are from 7:00 a.m. to 11:00 p.m. Monday through Friday and 7:00 a.m. to 3:00 p.m. on Saturdays.

On October 3, 2023, staff received and opened 16 proposals. A selection committee reviewed and ranked each organization in accordance with the City's procurement policy. As a result of these evaluations, Universal Protection Service, LP dba Allied Universal Security Services was selected as the most highly qualified firm, based on their demonstrated competence and professional qualifications deemed necessary for the satisfactory performance of the services required. The agreement with Universal Protection Service, LP dba Allied Universal Security Services for unarmed security guard services at the Citrus Center is for a period of three (3) years for an amount not to exceed $355,206.30 or $118,402.10 annually.

ALTERNATIVES:

City Council may elect not to enter into an agreement with Universal Protection Service, LP dba Allied Universal Security Services and direct staff and direct staff accordingly.

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STRATEGIC PLAN:

Supports Priority B - Public Health and Safety
SUBMITTED BY:

Tabitha Crocker, Director
RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:

Kathleen Giorgianni, Senior Administrative Assistant
Fiscal Impact
Fiscal Year: 2023/2024
Revenue Generating: No
Appropriation Required Y/N: No
Amount: $355,206
Budgeted Y/N: y
Account No.: 101310
Discussion:

Sufficient funding for these services is included in the Citrus Center Division (101310) budget for Fiscal Year 2023-2024 as approved by the City Council.

Costs associated with Fiscal Year 2024-2025 will be included in subsequent budget requests prepared by the department.

Attachments
Professional Services Agreement
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AGREEMENT TO PERFORM PROFESSIONAL SERVICES

This agreement for the provision of unarmed security patrol services (“Agreement”) is made and entered in this 21st day of November, 2023 (“Effective Date”), by and between the City of Redlands, a mun icipal corporation (“City”) and Universal Protection Service, LP dba Allied Universal Security Services, a California Limited Partnership (“Contractor”). City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.” In consideration of the mutual promises contained herein, City and Contractor agree as follows:

ARTICLE 1 – ENGAGEMENT OF CONTRACTOR

1.1 City hereby engages Contractor to provide unarmed security patrol services for City (the “Services”).

1.2 The Services shall be performed by Contractor in a professional manner, and Contractor represents that it has the skill and the professional expertise necessary to provide the Services to City at a level of competency presently maintained by other practicing professional contractors in the industry providing like and similar types of Services.

ARTICLE 2 – SERVICES OF CONTRACTOR

2.1 The Services that Contractor shall perform are more particularly described in Exhibit “A,” titled “Scope of Servi ces,” which is attached hereto and incorporated herein by this reference.

2.2 Contractor shall comply with applicable federal, state, and local laws and regulations in the performance of this A greement including, but not limited to , any applicable State prevailing wage laws.

ARTICLE 3 – RESPONSIBILITIES OF CITY

3.1 City designa tes Tabitha Crocker, Director , a s City’s representative with respect to performance of the Services, and such person shall have the authority to transmit instructions, receive information, interpret , and define City’s policies and decisions with respect to performance of the Services.

ARTICLE 4 – PERFORMANCE OF SERVICES

4.1 The term of this Agreement shall be for a period of three years (3) years commencing as of the Effective Date, unless terminated earlier as provided herein.

4.2 If Contractor’s Services include deliverable electronic visual presentation materials, such materials shall be delivered in a form, and made available to Cit y, consistent with Cit y Council-adopted policy for the same. It shall be the obligation of Contractor to obtain a copy of such policy from City staff.

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ARTICLE 5 – PAYMENTS TO CONTRACTOR

5.1 Compensation: Total compensation for Contractor’s performance of the Services shall not exceed the amount of Three Hundred Fifty-Five Thousand Two Hundred Six Dollars and Thirty Cents ($355,206.30). City shall pay Contractor on a time and materials basis up to the not to exceed amount in accordance with Exhibit “ B,” titled (“Fee Schedule ”) which is attached hereto and incorporated herein by reference.

5.2 Contractor shall submit monthly invoices to City describing the Services performed during the preceding month. Contractor’s invoices shall include a brief description of the Services performed, the dates the Services were performed, the number of hours spent and by whom, and a desc ription of reimbursable expenses related to the Services. City shall pay Contractor no later than thirty (30) days after receipt and approval by City of Contractor’s invoice.

5.3 Any n otice or other communication required, or wh ich may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or (iv) on the date sent by facsimile or electronic mail transmission (including PDF) , if confirmed with a copy sent contemporan eously by fir st class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section:

CITY: CONTRACTOR:

City Clerk Chuck Hull
City of Redlands Universal Protection Service, LP, dba 35 Cajon Street Allied Universal Security Services P.O. Box 3005 (mailing) 1700 Iowa Ave, Suite 100
Redlands, CA 92373 Riverside, CA 92506
[email protected] [email protected]
Phone: (909) 798-7531 Phone: 909-877-1965

ARTICLE 6 – INSURANCE AND INDEMNIFICATION

6.1 The follow ing insurance coverage required by this Agreement shall be maintained by Contractor for the duration of its performance of the Services. Contractor shall not perform any Services unless and until the required insurance listed below is obtained by Contractor.

Contractor shall provide City with certificates of insurance and endor sements evidencing such insurance prior to commencement of the Services. Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City.

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A. Workers’ Compensation and Employer’s Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Contractor is self-insured or exempt from the workers’ compensation laws of the State of Californi a. Contractor shall execute and provide City with Exhibit “ C,” titled “Workers’ Compensation Insurance Certification,” which is attached hereto and incorporated herein by this reference, prior to performance of the Services.

B. Comprehensive General L iability insura nce with carriers acceptable to City in the minimum amount of Five Million Dollars ($5,000,000) per occurrence and Ten Million Dollars ($10,000,000) aggregate, for public liabi lity, property damage and personal injury is required. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City.

C. Contractor shall secure and maintain profe ssional liability insurance throughout the term of this Agreement in the amount of One Million Dollars ($1,000,000) per claim made.

D. Business Auto L iability coverage, with minimum limits of Five Million Dollars ($5,000,000) per occurrence, combined single limit bodily injury liability and property damage liability. This coverage shall include all Contractor owned vehicles used in connection with Contractor’s provision of the Services, hired and non-owned vehicles, and employee non -ownership vehicles. City sh all be named as an additional insured and such insurance shall be primary and non -contributing to any insurance or self- insurance maintained by City.

E. Contractor is expressly prohibited from assigning or subcontracting any of the Services without the prio r written consent of City. In the event of mutual agreement by the Parties to ass ign or subcontract a portion of the Services, Contractor shall add such assignee or subcontractor as an additional insured to the insurance policies req uired hereby and provide City with the insurance endorsements prior to any Services being performed by the assignee or subcontractor.

6.2 Contractor shall defend, indemnify, and hold harmless City and its elected and appointed officials, employees, and agents from and against any and all claims, losses or liability, including attorneys’ fees, arising from injury or death to persons or damage to property occasioned by any negligent act or omission by, or the willful misconduct of, Contractor, or its officers, employees and agents in performing the Services.

ARTICLE 7 – CONFLICTS OF INTEREST

7.1 Contractor covenants and represents that it does not have any investment or interest in any real property that may be the subject of this Agreement or any other source of income, interest in real property or investment that would be affected in any manner or degree by the performance of Contractor’s Services. Contractor further covenants and represents that in the performance of its duties hereunder, no person having any such interest shall perform any Services under this Agreement.

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7.2 Contractor agrees it is not a de signated employee within the meaning of the Political Reform Act because Contractor:

A. Does not make a governmental decision whether to:

(i) approve a rate, rule or regulation, or adopt or enforce a City law; (ii) issue, deny, suspend or revoke a ny City permit, license, application, certification, approval, order or similar authorization or entitlement; (iii) authorize City to enter into, modify or renew a contract; (iv) grant City approval to a contract that requires City approval and to which City is a party, or to the specifications for such a contract; (v) grant City approval to a plan, design, report, study or similar item; (vi) adopt, or grant City approval of, polic ies, standards or guidelines for City or for any subdivision thereof.

7.3 In the event City determines that Contractor must disclose its financial interests, Contractor shall complete and file a Fair Political Practices Commission Form 700, State ment of Economic Interests , with the City Clerk’s office pursuant to the written instructions provided by the City Clerk.

ARTICLE 8 – GENERAL CONSIDERATIONS

8.1 In the event any action is commenced to enforce or interpret any of the terms or conditions of this Agreement the prevailing Party shall, in addition to any costs and other relief, be entitled to the recovery of its reasonable attorneys’ fees, incl uding fees for the use of i n- house counsel by a Party.

8.2 Contractor shall not assign any of the Services, except with the prior written approval of City and in s trict compliance with the terms and conditions of this Agreement. Any assignment or attempted assignment without such prior writ ten consent may, in the sole discretion of City, result in City’s immediate termination of this Agreement.

8.3 Contractor is for all purposes under this Agreement an independent contractor and shall perform the Services as an i ndependent contractor. Neither C ity nor any its agents shall have control over the conduct of Contractor or Contractor’s employees, except as herein set forth. Contractor shall supply all necessary tools and instrumentalities required to perform the Services. Assigned personnel employed by Contractor are for its account only, and in no event shall Contractor or person nel retained by it be deem ed to have been employed by City or engaged by City for the account of, or on behalf of City. Contractor Redlands Regular Meeting 11-21-23
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shall have no authority, express or implied , to act on behalf of City in any capacity whatsoever as an agent, nor shall Contractor have any authority, express or implied, to bind City to any obligation.

8.4 This Agreement may be terminated by City, in its sole discretion, by providing not less than five (5) days prior written notice to Contractor of City’s intent to termin ate. If this Agreement is terminated by City, an adjustment to Contractor’s compensation shall be made, but (1) no amount shall be allowed for anticip ated profit or unperformed S ervices, and (2) any payment due Contractor at the time of termination may be adjusted to the extent of any additional costs to City occasioned by any default by Contractor. Upon receipt of a termination notice, Contractor shall immediately discontinue its provision of the Services and, within five (5) days of the date of the term ination notice, deliver or otherwise mak e available to City, copies (in both hard copy and electronic form, where applicable) of project related data, design calculations, drawings, s pecifications, reports, estimates, summaries and such other information a nd materials as may have been accumulated by Contractor in performing the Services. Contractor shall be compensated on a pro-rata basis for Services completed up to the date of termination.

8.5 Contractor shall maintain books, ledgers, invoices, accounts and other rec ords and documents evidencing costs and expenses related to the Services for a period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor pursuant to this Agreement. Such books shall be availa ble at re asonable times for examination by City at the office of Contractor.

8.6 This Agreement, including the Exhibits incorporated herein by reference, represents the entire agreement and understanding between the Parties as to the matters contained herein, and any prior negotiations, written proposals or verbal agreements relating to such matters are superseded by this Agreement. Except as otherwise prov ided for herein, an y amendment to this Agreement shall be in writing, approved by City and signed by City and Contractor.

8.7 This Agreement shall be governed by and construed in accordance with the laws of the State of California, without regard to its conflicts of laws provisions. The Parties agree that all actions or proceedings arising in connection with thi s Agreement shall be tried and litigated only in the state courts located in San Bernardino County, California, and the federal courts located in Riverside County, California.

8.8 If one or more of the sentences, clauses, paragraphs or sections contained in this Agreement is declared invalid, void or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not af fect, impair or invalidate the remaining sentences, clauses, paragraphs o r section s contained herein, unless to do so would deprive a Party of a material benefit of its bargain under this Agreement.

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IN WITNESS WHEREOF, duly authorized representatives of City and Contractor have signed in confirmation of this Agreement.

CITY OF REDLANDS UNIVERSAL PROTECTION SERVICE, LP

DBA ALLIED UNIVERSAL SECURITY

SERVICES

By: ___________________________ By: _________________________ Eddie Tejeda, Mayor Chuck Hull, General Manager

ATTEST:

___________________________
Jeanne Donaldson, City Clerk

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EXHIBIT "A"

SCOPE OF SERVICES

300 E. State Street is a 6-story building that consists of City staff (City Manager’s Offices and City Council) and private companies, including a Citibank branch.

Work will consist of monitoring and surveilling the lobby, monitoring surveillance cameras , providing detailed reports on daily activities and any incidents that may have occurred.

➢ Provide onsite surveillance and reporting
➢ Report any issues to appropriate City Staff aside from illegal activity o Any issues of an illegal or emergency nature shall be directed to Redlands Police Department ➢ Unarmed Security Gu ards are assigned a receptionist desk where all monitoring of upstairs (5 floor s) is accomplished. Equipment for this monitoring is supplied by City. ➢ Hours at the Redlands Citrus Center are:

MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY
7AM to 3 PM 1 Officer 1 Officer 1 Officer 1 Officer 1 Officer 1 Officer 3PM to 11PM 1 Officer 1 Officer 1 Officer 1 Officer 1 Officer

At all times, while onsite and w orking, unarmed security guards are to be in uniform . Any additional as -needed services will be compensated at the appropriate hourly rate and no guaranteed minimum will be provided.

Allied Universal Security Services must provide everything necessary at company expense including, but not limited to all labor, supplies, tools, equipment, and the like required to perform and complete the required services.

The security guard services include, but are not limited to, patrolling areas by foot, monitoring surveillance images, and responding to security issues.

Allied Universal Security Services must comply with and fully responsible at all times for being up to date regarding all applicable legal requirements. A PPO License is required throughout the life of the contract.

Proof of Security background check must be submitted to City for all indi viduals that will be performing work.

The location is closed on the following holidays:

New Years Day President’s Day Memorial Day Labor Day Independence Day Thanksgiving Day Christmas Day

At present, the building consists of City Staff and private businesses. Eventually, this building will be all City staff.

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EXHIBIT “B”

FEE SCHEDULE

STAFF POSITION WEEKLY
HOURS
BILL
RATE

HOLIDAY
&

OT RATE

MONTHLY ANNUALLY WAGE
RATE
Security Professional 88 $25.56 $38.34 $9,866.84 $118,402.10 $18.00

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EXHIBIT " C "

WORKERS’ COMPENSATION INSURANCE CERTIFICATION

Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:

(a) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. (b) By securing from the Director of Industrial Relations, a certificate of consent to self-insure, either as an individual employer , or as one emp loyer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his or her employees.

CHECK ONE

_____I am aware of the provi sions of Section 3700 of the Labor Cod e which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions b efore commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).

_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not emp loy any p erson in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City wi th a certificate of consent to self -insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

UNIVERSAL PROTECTION SERVICE LP

DBA ALLIED UNIVERSAL SECURITY SERVICES

By: Date: ___________________
Chuck Hull, General Manager

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City Council Meeting L. 6.

DATE: 11/21/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the License Agreement with Larry Jacinto Construction, Inc. authorizing construction of the Zanja Trail between Church Street and 9th Street and a parking lot serving the Zanja Trail between 7th Street and 9th Street and determination that approval of the agreement is exempt from California Environmental Quality Act (CEQA) guidelines pursuant to Section 15061 (Facilities and Community Services Department Director Crocker)
MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motions are provided:

I move that the City Council determine that the approval of the License Agreement with Larry Jacinto Construction, Inc. is exempt from California Environmental Quality Act guidelines pursuant to Section 15061; and

1. I move to approve a License Agreement with Larry Jacinto Construction, Inc. for the construction of the Zanja Trail between Church Street and 9th Street and a parking lot serving the Zanja Trail between 7th Street and 9th Street.

2. RECOMMENDATION:

Staff recommends that the City Council approve a License Agreement with Larry Jacinto Construction, Inc. to construct the trail and parking lot on City property.

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DISCUSSION:

The City approved the conceptual plan for the Zanja Trail and Greenway project in December of 2015. The trail is multi-use, predominantly located adjacent to Mill Creek Zanja, between Wabash Avenue and 7th Street. The trail is intended to be part of a regional trail network which also includes the Orange Blossom Trail and the Santa Ana River Trail. In February 2017, the City approved the development of a segment of the trail from Wabash Avenue to Lincoln Avenue which was funded by a private donation. The trail segment from Wabash Avenue to Lincoln Street, along with the adjoining park, was completed in March 2019.

City staff have been working with the donor's representative, the Redlands Conservancy, since 2017 to plan and construct the next trail segment located between 7th Street and Church Street. This segment is approximately 0.4 miles in length and is characterized as a pedestrian trail with a varying width between 6 and 12 feet. Landscaping will include native trees and shrubs with interpretive way-finding, mile-marking signs, and a city parking lot containing. On September 21, 2021, the City Council approved a License Agreement with W. Wood & Associates for construction of this segment of the trail. Under the previous License Agreement, portions of the trail were completed; however, there are some remaining items such as additional landscaping, monument structures, a parking lot, and required street improvements.

In accordance with the California Environmental Quality Act, a Mitigated Negative Declaration (MND) was prepared for this project. The MND includes nine mitigation measures in the following categories: Biological Resources, Cultural Resources, Hazardous and Hazardous Materials, Noise, Transportation/ Traffic, and Tribal Cultural Resources. The MND and plans were considered and adopted by the City Council at the meeting on February 4, 2020. The license agreement provides authorization for Larry Jacinto Construction Inc. to construct the trail and adjacent parking lot. Among other terms, the agreement requires the contractor to comply with all applicable local, state, and federal laws.

There is no fiscal impact associated with the construction of the Zanja trail as it will be funded by a private donation. Upon completion of the designated trail segment and parking lot, the City will be responsible for ongoing maintenance and repairs. Long-term maintenance of the trail is estimated to be $9,000 per year.

ALTERNATIVES:

The City Council may deny the approval of the License Agreement with Larry Jacinto Construction, Inc., and provide staff with alternate direction.

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STRATEGIC PLAN:

Priority A: Quality of Life
SUBMITTED BY:

Tabitha Crocker, Facilities and Community Services Director Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:

Joe Bierma, Administrative Analyst
Fiscal Impact
Fiscal Year: 2023-2024
Appropriation Required Y/N: N
Amount: $250,000
Budgeted Y/N: Y
Account No.: 101910-3302
Discussion:

Maintenance of the trail is estimated to be $9,000 per year.

Attachments
Agreement
Exhibit A
Exhibit B
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LICENSE AGREEMENT

THIS LICENSE AGREEMENT (“Agreement”) is made and entered into this 21st day of November, 2023 (“Effective Date”) by and between the City of Redlands, a municipal corporation (“Licensor”) and Larry Jacinto Construction, Inc. a California corporation (“Licensee”). Licensor and Licensee are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”

RECITALS

WHEREAS, Licensor is the fee simple owner of certain real property located in the City of Redlands commonly identified as county of San Bernardino Assessor’s Parcel No. 0169 -321- 03-0000 (the “Property), and certain adjacent public right -of-way (the “Right -of-Way), both of which are more particularly described and shown on Exhibit “A,” which is attached hereto and incorporated herein by this reference; and

WHEREAS, Licensee desires to enter upon the Right -of-Way and Property, from time to time in accordance with the provisions this Agreement, to construct, a decomposed granite pedestrian trail and parking lot (the “Trail”) on the Property; and

WHEREAS, Licensor desires to grant Licensee a non-exclusive, revocable license to enter upon the Right -of-Way and Property and construct the Trail on the Property on the terms and conditions hereinafter set forth;

NOW, THEREFORE, in consideration of the mutual promises contained herein, the City of Redlands and Larry Jacinto Construction, Inc. agree as follows:

Section 1. Recitals. The foregoing Recitals are true and correct and incorporated herein by this reference.

Section 2. Grant of License. Licensor hereby grants to Licensee, and its employees and agents, a non-exclusive, revocable license to enter upon and use, as the case may be, subject to all of the terms and conditions hereof, the Right-of-Way and Property for the construction of the Trail.

All activities of Licensee undertaken in connection with Licensee’s construction of the Trail shall be performed in accordance with all applicable federal, state, and local laws. Licensee acknowledges and agrees that Licensee shall be financially obligated and responsible for all costs associated in connection with its construction of the Trail.

Section 3. Term. The term of this Agreement shall commence on its Effective Date and ends on November 21, 2025, unless earlier terminated as may be provided for herein.

Section 4. Plans and Specifications. Licensee shall construct the Trail in accordance with the written plans and specifications provided to City, copies of which are attached hereto as Exhibit “B” which is attached hereto and incorporated herein by this reference, and on file in City’s Facilities and Community Services Department.

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Section 5. Compliance with California Labor Code. Licensee acknowledges that Licensee’s construction of the Trail, while permitted by Licensor to be undertaken on the Property by Licensee, is a privately funded project with no financial contribution by Licensor, and the determination of whether Californi a Labor Code prevailing wage laws, and other applicable California Labor Code provisions applicable to "public work" projects (as defined by California Labor Code section 1720 et seq.) are applicable to Licensee’s construction of the Trail, and Licensee’s compliance therewith, shall be made solely by Licensee. Licensee expressly agrees Licensor shall have no responsibility, obligation, or liability therefore.

Section 6. Notice of Entry. Licensee shall provide at least one day’s prior written notice to Licensor of the dates on which Licensee desires to enter upon the Right-of-Way and Property.

Section 7. Possession and Condition of Property Not Warranted. Licensor does not warrant or represent that the Right-of-Way or Property is suitable for Licensee’s entry upon or construction of the Trail, or for any other purpose, and Licensee agrees to enter and use, as the case may be, the Property in its “as is” co ndition, and construct the Trail on the Property at its own risk. Licensee shall not seek to hold Licensor responsible or liable for any claim of damages, restitution, or other relief by Licensee or any other entity or person in connection with such entry or construction.

Section 8. Ownership of Trail. Upon Licensee’s completion and Licensor’s written acceptance of the Trail, Licensor shall be the owner of the Trail and shall be solely responsible for the maintenance and repair of the Trail at Licensor’s sole cost.

Section 9. Termination. This Agreement may be terminated by Licensor, for any reason and in its sole discretion, upon ten (10) days prior written notice to Licensee; provided, however, in the event Licensor determines that the public health, safety, or welfare is jeopardized, o r that Licensee is in material breach of this Agreement, Licensor in its sole discretion may provide written notice to Licensee to immediately suspend Licensee’s performance of its obligations under this Agreement, or terminate this Agreement.

Section 10. Notice. Any notice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered, (i) on the date of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or (iv) on the date sent by facsimile or email, if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section:

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Licensor Licensee
Tabitha Crocker, Director Larry Jacinto, President
Facilities and Community Services Dept. Larry Jacinto Construction, Inc. 35 Cajon Street, Ste. 222 9555 Wabash Avenue
PO Box 3005 (mailing) Redlands, CA 92374
Redlands, CA 92373 909-794-2151
[email protected]
909-798-7655

Section 11. Indemnification of Licensor. Licensee, and any subcontractors or agents of Licensee performing construction work on the Right -of-Way or Property for Licensee in connection with this Agreement, shall defend, indemnify and hold Licensor free and harmless from and against all liability, loss, damage, costs or expenses (including attorneys’ fees and court costs) arising from, or as the result of, the death of any person or any personal injury, accident, claim, loss or damage whatsoever caused to any person or to the property of any pe rson, or any responsibility or liability resulting from or in any way connected with Licensee’s entry onto the Right-of-Way or Property, and/or construction of the Trail. Licensee shall be responsible for ensuring its subcontractors’ and agents’, if any, compliance with the requirements of this Section

11. This Section 11, and the obligations described herein, shall survive the expiration and/or any earlier termination of the Agreement.

Section 12. Insurance. Insurance required by this Agreement shall be maintained by Licensee throughout the term of this License. Licensee shall not perform any work on the Property unless and until the required insurance listed below is obtained by Licensee. Licensee shall provide City with certificates of insurance and endorsements evidencing such insurance prior to Licensee’s entry onto the Right-of-Way or Property. Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City.

A. Workers’ Compensation and Employer’s Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Licensee is self -insured or exempt from the workers’ compensation laws of t he State of California. Licensee shall provide City with Exhibit “C,” titled “Workers’ Compensation Insurance Certification,” which is attached hereto and incorporated herein by this reference.

B. Licensee shall secure and maintain comprehensive general liability insurance with carriers acceptable to City. Minimum coverage of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate for public liability, property damage and personal injury is required. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City.

C. Licensee shall secure and maintain business auto liability coverage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit bodily injury liability and property damage liability. This coverage shall include all Licens ee owned vehicles used in connection with Licensee’s provision of the Services, hired and non- owned vehicles, and employee non-ownership vehicles. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self- insurance maintained by City.

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Section 13. Independent Contractor Status. Licensee is for all purposes under this Agreement an independent contractor and shall perform the Services as an independent contractor. Neither City nor any of its agents shall have control over the conduct of Licensee or Licensee’s employees, except as herein set forth. Licensee shall supply all necessary tools and instrumentalities required to perform the Services. Assigned personnel employed by Licensee are for its account only, and in no event shall Licensee or personnel retained by it be deemed to have been employed by City or engaged by City for the account of, or on behalf of City. Licensee shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall Licensee have any authority, express or implied, to bind City to any obligation.

Section 14. Assignment. The license granted by this Agreement is personal to Licensee.

Licensee shall not assign its rights under this Agreement except upon the prior written consent of Licensor, which may be granted or withheld in Licensor’s sole discretion. Any assignment or attempted assignment of the license granted by this Agreement without the prior written consent of Licensor may, in the sole discretion of Licensor, result in the immediate termination of this Agreement.

Section 15. Entire Agreement/Amendment. The making, execution and delivery of this Agreement by Licensee has not been induced by any representations, statements, warranties or agreements other than those herein expressed. This Agreement embodies the entire agreement and understanding of the Parties, and there are no other agreements or understandings, written or oral, in effect between the Parties relating to the grant of this license. This Agreement may be amended or modified only by a written instrument signed by the Parties.

Section 16. Attorneys’ Fees. In the event any action is commenced to enforce or interpret the terms or provisions of this Agreement, the prevailing Party in any such action, in addition to any costs and other relief granted, shall be entitled to recover its reasonable attorneys’ fees , including fees for use of in-house counsel by a Party.

Section 17. Counterparts. This Agreement may be signed in counterpart or duplicate copies, and any signed counterpart or duplicate copy shall be equivalent to a signed original for all purposes.

SIGNATURES ON NEXT PAGE
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IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above.

LICENSOR: LICENSEE:

CITY OF REDLANDS LARRY JACINTO CONSTRUCTION, INC

Eddie Tejeda, Mayor Larry Jacinto, President

ATTEST:

Jeanne Donaldson, City Clerk
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EXHIBIT “A”

ASSESSOR’S PARCEL NO. 0169-321-03-0000

[SEE ATTACHED]
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EXHIBIT "B"

Written Plans and Specifications

[ SEE ATTACHED]
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EXHIBIT "C"

WORKERS’ COMPENSATION INSURANCE CERTIFICATION

Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:

( a ) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. ( b ) By securing from the Director of Industrial Relations, a certificate of consent to self-insure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his or her employees.

CHECK ONE

I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self- insurance in accordance with the provisions of that Code, and I will comply with su ch provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).

I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self -insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

Larry Jacinto Construction, Inc. Date:

By:

Larry Jacinto, President
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APN 0169-321-03-0000

EREDLANDSBLVD

N CHURCH ST

E CITRUS AVE

BONITA ST
E 10 FRWY
8TH ST
10TH ST
11TH ST

E STATE ST
9TH ST7TH ST
W 10 FRWY

CENTRAL AVE

E STUART AVE
Exhibit A
OneStop.mxd
0 130 260
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

January 29, 2020
.

City owned Property
APN 0169-321-03-0000
Public right-of-way area
for parking lot and
trail extension
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Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ

DIAL TOLL FREE
1 - 800 - 227 - 2600

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS
1 CONSTRUCTION PLANS FOR

CITY OF REDLANDS, CA
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
JULY 25, 2023

PROJECT DIRECTORY

LANDSCAPE ARCHITECT &
PRIME CONSULTANT :

SCHMIDT DESIGN GROUP, INC.
1310 ROSECRANS ST, SUITE G
SAN DIEGO, CA 92106
619-236-1462
619-236-8792 FAX
CONTACT: GLEN SCHMIDT, PRINCIPAL
email: [email protected]

CHRIS TIFFANY, PROJECT MANAGER
email: [email protected]
CIVIL ENGINEER:

CASC ENGINEERING & CONSULTING
1470 E. COOLEY DRIVE
COLTON, CA 92324
909-783-0101
909-783-0108 FAX
CONTACT: BARBARA SHERMAN, PE
email: [email protected]

VICINITY MAP
N.T.S.

X
X X X
X X X
X
X
X
X
X
X
X
X
X
X
X

KEY MAP
N.T.S.
7th St.

Redlands Blvd.

NO.SHEET INDEXSHEET
LABEL
1 TITLE SHEETT-1.0
2 DEMOLITION LEGEND AND NOTESLD-1.0
3DEMOLITION PLANLD-1.1
4 DEMOLITION PLANLD-1.2
5DEMOLITION PLANLD-1.3
6STREET IMPROVEMENT NOTESC-1.0
7 DETAIL SHEETC-1.1
8 ADDITIONAL DETAILSC-1.2
9 ADDITIONAL DETAILSC-1.3
10 PARKING LOT IMPROVEMENT PLAN C-1.4
11 HORIZONTAL CONTROL PLANC-1.5
12 EROSION CONTROL PLANC-2.0 13
EROSION CONTROL PLANC-2.1 14

LANDSCAPE GRADING LEGEND AND
NOTESLG-1.0 15
LANDSCAPE GRADING PLANLG-1.1 16
LANDSCAPE GRADING PLANLG-1.2 17
LANDSCAPE GRADING PLANLG-1.3 18

LANDSCAPE CONSTRUCTION LEGEND
AND NOTESLC-1.0 19
LANDSCAPE CONSTRUCTION PLAN LC-1.120
LANDSCAPE CONSTRUCTION PLAN LC-1.221
LANDSCAPE CONSTRUCTION PLAN LC-1.322
LANDSCAPE CONSTRUCTION DETAILS LC-2.023
LANDSCAPE CONSTRUCTION DETAILS LC-2.124

LANDSCAPE CONSTRUCTION DETAILS
AND SPECIFICATIONSLC-2.2 25
LANDSCAPE CONSTRUCTION DETAILS LC-2.326
IRRIGATION LEGEND AND NOTESLI-1.0 27
IRRIGATION PLANLI-1.1 28
IRRIGATION PLANLI-1.2 29
IRRIGATION PLANLI-1.3 30
IRRIGATION DETAILSLI-2.0 31
IRRIGATION DETAILSLI-2.1 32
IRRIGATION SPECIFICATIONSL1-2.2 33
PLANTING LEGENDLP-1.0 34
PLANTING PLANLP-1.1 35
PLANTING PLANLP-1.2 36
PLANTING PLANLP-1.3 37
PLANTING DETAILS AND NOTESLP-2.0 38
PLANTING SPECIFICATIONSLP-2.1 39
PLANTING SPECIFICATIONSLP-2.2

SCHMIDT DESIGN GROUP
1310 ROSECRANS ST, SUITE G SAN DIEGO, CA 92106

I HEREBY DECLARE THAT I AM THE REGISTERED CIVIL

ENGINEER AND/OR LANDSCAPE ARCHITECT

RESPONSIBLE FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN

OF THIS PROJECT AS DEFINED IN REDLANDS MUNICIPAL
CODE 13.58.200 AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF THE PROJECT

DRAWINGS AND SPECIFICATIONS BY THE CITY OF

REDLANDS AND THE STATE WATER RESOURCES

CONTROL BOARD IS FOR THE PURPOSE OF REVIEW

ONLY AND DOES NOT RELIEVE ME, AS THE REGISTERED

CIVIL ENGINEER AND/OR LANDSCAPE ARCHITECT OF

RECORD, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.

DECLARATION OF
RESPONSIBLE CHARGE:

SIGNATURE DATE SHEET INDEX:

1. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) LATEST EDITION.

2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) LATEST EDITION. AKA "GREENBOOK".

DISABLED ACCESS REGULATIONS, TITLE 24, (2010 ADA STANDARDS BASED UPON THE 2004 ADAAG) AND CALIFORNIA STATE ACCESSIBILITY STANDARDS

INTERPRETIVE MANUAL (CURRENT REVISION) PREPARED BY THE OFFICE OF THE STATE ARCHITECT AND DEPARTMENT OF REHABILITATION.

AMERICANS WITH DISABILITIES ACT REGULATION: ADA/ABA (THE AMERICANS WITH

DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT) ISSUED BY THE ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD (CURRENT EDITION).

NOTE:

LATEST EDITIONS OF THE PRECEDING SPECIFICATIONS AND DRAWINGS SHOULD BE USED. WHERE ONE OR MORE SETS OF SPECIFICATIONS ARE APPLICABLE, THE MORE RESTRICTIVE WILL TAKE PRECEDENCE.

APPLICABLE STANDARD
DRAWINGS & SPECIFICATIONS:
2016 CALIFORNIA BUILDING CODE BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PRIOR TO

EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF

UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER:

UNDERGROUND SERVICE ALERT
(GAS, ELECTRIC, TELEPHONE, WATER,

SEWER, LIGHTING, AND TV)
800-422-4133
CAUTION NOTE:

INSPECTION STAGES:

1. PRE-CONSTRUCTION MEETING.

2. ROUGH GRADING AND DRAINAGE.

3. HARDSCAPE AT TIME OF FINISHED STAKING AND LAYOUT.

4. FINISH GRADING AND SOIL PREPARATION.

5. PROJECT CONSTRUCTION 90% COMPLETE (DEVELOP PUNCH
LIST AND SUBMIT RED-LINE AS BUILT).

6. FINAL WALK-THROUGH, ACCEPTANCE BY THE OWNER
(CONTRACTOR TO SUBMIT FINAL APPROVED AS-BUILTS TO THE
OWNER).

IN ADDITION TO THE INSPECTOR, LANDSCAPE ARCHITECT OR

OWNER'S REPRESENTATIVE TO BE PRESENT AT THE FOLLOWING
INSPECTION STAGES:

1. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A

IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL

SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES AND REGULATIONS.

4. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN

THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE

EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND

FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT

REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS.

6. CONTRACTOR IS RESPONSIBLE FOR POTHOLING PRIOR TO START OF

CONSTRUCTION TO VERIFY ALL ELEVATIONS OF UNDERGROUND
UTILITIES.

7. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR FOR MARK-OUT

OF ALL PRIVATE UTILITIES LOCATED ON THE PROPERTY PRIOR TO EXCAVATION.

8. LOCKS FOR THE BOLLARDS SHALL BE THE STANDARD 'AMERICAN' LOCKS

TO FACILITATE CITY PERSONNEL ACCESS DURING EMERGENCIES AND NORMAL OPERATIONS.

9. EXISTING FIRE PROTECTION SYSTEMS IN THE AREA OF THE PROJECT,

INCLUDING FIRE HYDRANTS, SHALL REMAIN ACCESSIBLE AND
OPERABLE.

10.FIRE/ EMERGENCY ACCESS AND SITE SAFETY SHALL BE MAINTAINED

DURING PROJECT CONSTRUCTION PHASES IN COMPLIANCE WITH CFC CHAPTER 33, FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION.

SCOPE OF WORK:

DEFINED AS THE "WESTERN REACH" OF THE "ZANJA TRAIL & GREENWAY PARK MASTER PLAN", (AUGUST 2015). TO INCLUDE BUT NOT LIMITED TO DEVELOPING 1.20 ACRES OF LAND ALONG THE ZANJA CHANNEL FROM 7TH STREET TO CHURCH STREET FOR PASSIVE RECREATIONAL USE.

DESIGN IMPROVEMENTS INCLUDE A TRAIL LINED BY NATIVE TREES AND

SHRUBS, INTERPRETATIVE PANELS, RAIL FENCING, A ROADWAY
CROSSING, AND WATER SMART IRRIGATION.
"ZANJA TRAIL & GREENWAY PARK MASTER PLAN"
(AUGUST 2015)
PREPARED BY:

THE REDLANDS CONSERVANCY AND SCHMIDT
DESIGN GROUP, INC.

STORMWATER POLLUTION PREVENTION PLAN
ZANJA TRAIL - PHASE 2
PREPARED BY:

CASC ENGINEERING AND CONSULTING
1470 EAST COOLEY DRIVE
COLTON, CA 92324
(909) 783-0101

INITIAL STUDY AND MITIGATED NEGATIVE

DECLARATION
ZANJA TRAIL AND GREENWAY PARK PROJECT:
7TH STREET CHURCH STREET
NOVEMBER 2016
PREPARED BY:

ECORP CONSULTING, INC.
215 N. 5TH STREET
REDLANDS, CA 92374
(909) 307-0046

JURISDICTIONAL DELINEATION REPORT

ZANJA CREEK AND GREENWAY

PARK PROJECT
AUGUST 11, 2015
PREPARED BY:

HELIX ENVIRONMENTAL PLANNING, INC.
703 PALOMAR AIRPORT ROAD, SUITE 200
CARLSBAD, CA 92011
(760) 517-9054

GEOTECHNICAL ENGINEERING INVESTIGATION

PROPOSED ORANGE BLOSSOM TRAIL

BETWEEN GROVE STREET AND WABASH AVENUE

REDLANDS, CALIFORNIA
JOB NO. 3-213-0210: MARCH 26, 2013
PREPARED BY:

SALEM ENGINEERING GROUP, INC.
11650 MISSION PARK DRIVE, SUITE 108
RANCHO CUCAMONGA, CALIFORNIA 91730
(909) 980-6455
REFERENCE DOCUMENTS:

Church St.
7/25/2023

PROJECT SITE
Central Ave.

Colton Ave.

Sylvan Blvd.

University St.
10 *
Church St.

Central Ave. Redlands Blvd.

Stuart Ave.

Sun Ave.

Stuart Ave.

Post St.
6th St.

Orange St.
6th St.

High Ave.
7th St.
9th St.
*
Grove St.

SHEET 3, 13, 17, 25, 31
SHEET 4, 14, 18, 26, 32
SHEET 5, 15, 19, 27, 33
9th St.

Citrus Ave.

CITY COUNCIL:

EDDIE TEJEDA, MAYOR

PAUL BARICH, MAYOR PRO TEM

DENISE DAVIS, COUNCIL MEMBER

JENNA GUZMAN-LOWERY, COUNCIL MEMBER

MARIO SAUCEDO, COUNCIL MEMBER
CITY CLERK:

JEANNE DONALDSON, CITY CLERK
CITY STAFF:

CHARLES M. DUGGAN JR., CITY MANAGER

TITLE SHEET
T-1.0
01/36

FIRM NAME & ADDRESS

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

THERE ARE NO DRINKING FOUNTAINS,

DECORATIVE FOUNTAINS, COMFORT STATIONS,

OUTDOOR EATING AREAS, SWIMMING POOLS,

PLAYGROUND EQUIPMENT, OR WELLS ON THE
SITE.

OMISSION STATEMENT

METER INFORMATION

POINT OF

CONNECTION
ID

NUMBER OF
REMOTE

CONTROL
VALVES

IRRIGATED

AREADEMANDANNUAL
USAGE

LATERAL
SIZE
METER
SIZE
(SF) (GPM) (GAL/YR) (IN) (IN)
TOTAL
REGISTRATION NO.

NO. 2138
37,080 70.55 479,608 1" - 2"1-1/2" 15

70.55 15
40 DETAIL SHEET - 9TH STREETC-1.6
37,080479,608
Accepted By:

CITY ENGINEER RCE 75646
10/20/23
Redlands Regular Meeting 11-21-23
796 of 835

EXISTING TREES

BOTANICAL NAME

COMMON NAME

QUERCUS ILEX

HOLLY OAK

WASHINGTONIA FILLIFERA

FAN PALM

PLATANUS RACEMOSA

CALIFORNIA SYCAMORE

SCHINUS TEREBINTHIFOLIUS

BRAZILIAN PEPPER

SYAGRUS ROMANZOFFIANAQUEEN PALM
EUCALYPTUS SPP.

GUM TREE
KOELREUTERIA SPP.

GOLDEN RAIN TREE

DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELY TO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE; SAWCUT AND REMOVE TO SITE OF LEGAL DISPOSAL. SEE CIVIL PLANS FORADDITIONAL INFORMATION.EXISTING CONCRETE TO REMAIN UNLESS NOTED; PROTECT IN PLACE.EXISTING DRAIN INLET TO REMAIN; PROTECT IN PLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT IN PLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL POLE TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL. TO BE RELOCATED, SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CONCRETE CULVERT TO REMAIN; PROTECT IN PLACE.EXISTING FIRE HYDRANT TO REMAIN; PROTECT IN PLACE.EXISTING CHAIN LINK FENCE TO BE RELOCATED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT IN PLACE.EXISTING CHAIN LINK FENCE ON RETAINING WALL TO REMAIN; PROTECT IN PLACE.EXISTING CHAIN LINK FENCE TO BE REMOVED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING IRRIGATION CONTROL VALVE TO REMAIN, PROTECT IN PLACE.EXISTING SIGN TO BE REMOVED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING TREE STUMP TO BE REMOVED. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING PALM TREE TO REMAIN; PROTECT IN PLACE, TYP.EXISTING SHADE TREE TO REMAIN; PROTECT IN PLACE.EXISTING 36" STORM DRAIN TO REMAIN; PROTECT IN PLACE.SAW CUT AND REMOVE EXISTING CURB. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAY AND VEHICULAR IMPROVEMENTS.EXISTING PEDESTRIAN GATE TO REMAIN. PROTECT IN PLACE.

D-01D-02D-03D-04D-05D-06
D-07
D-08D-09
D-10
D-11
D-12
D-13
D-14
D-15
D-16D-17D-19D-20D-21D-22
D-23D-24D-25
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS

NOT FOR CONSTRUCTION
2 DEMOLITION NOTES:

Know what'sbelow.
before you dig.Call
R

AT LEAST TWO DAYS

BEFORE YOU DIG
TREE PROTECTION NOTES:LANDSCAPE DEMOLITION LEGEND:

SUMMARY
A. CLEAR AND GRUB THE PROJECT SITE PRIOR TO CONSTRUCTION, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER PREPARATION OF THE SITE.

B. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK.

C. NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL. CONTRACTOR SHALL BE DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OF CONSTRUCTION.

D. AN EXCLUSION ZONE SHALL BE STAKED AT EDGE OF ZANJA CHANNEL BY A QUALIFIED BIOLOGIST PRIOR TO THE COMMENCEMENT OF GROUND-DISTURBING ACTIVITIES. THE

EXCLUSION ZONE SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION, AND THE

PURPOSE OF THE EXCLUSION ZONE SHALL BE INCLUDED IN THE CONSTRUCTION WORKER DAILY BRIEFINGS (TAILGATE MEETINGS).

E. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THE PROJECT.

QUALITY ASSURANCE
A. USE ADEQUATE NUMBERS OF SKILLED WORKPEOPLE WHO ARE THOROUGHLY TRAINED AND

EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE

SPECIFIC REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.

B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR REGULATIONS.

PROJECT CONDITIONS
A. TRAFFIC: CONDUCT SITE PREPARATION WORK TO ENSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO

NOT CLOSE OR OBSTRUCT EXISTING STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.

B. A TRAFFIC CONTROL PLAN SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY CITY PRIOR TO COMMENCEMENT OF WORK.

C. COMPLETE THE CLEARING AND DEMOLITION SITE PREPARATION WORK BEFORE STARTING EARTHWORK. ERECT TEMPORARY BARRICADES, ENCLOSURES, AND PROTECTION OF ADJACENT PROPERTY AND EXISTING WORK BEFORE STARTING SITE CLEARING AND DEMOLITION WORK.

D. INSPECT AND REVIEW THE PROJECT SITE TO DETERMINE EXISTING CONDITIONS WHICH AFFECT CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ALL EXISTING IRRIGATION LATERALS, HEADS, AND MAINLINES DISTURBED WITHIN CONSTRUCTION LIMIT LINES SHALL BE ADJUSTED TO NEW CONSTRUCTION.

AFFECTED IRRIGATION ZONES SHALL BE SHUT OFF WITHIN AREAS OF DISTURBANCE. ALL

CONSTRUCTION IN THESE AREAS SHALL BE COMPLETED IN A TIMELY FASHION TO PREVENT EXISTING VEGETATION FROM STRESS, WILT, OR DYING.

E. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER

VEGETATION INDICATED TO REMAIN IN PLACE, AGAINST CUTTING, BREAKING, OR SKINNING OF

ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO REMAIN.

SITE CLEARING AND DEMOLITION
A. CLEAR THE PROJECT SITE OF EXISTING CONCRETE PAVING, STAIRS, AND MISCELLANEOUS DEBRIS WITHIN THE LIMITS OF WORK. DISPOSE OF MATERIALS FROM THE CLEARING AND DEMOLITION OPERATION OFF-SITE TO A LEGAL DISPOSAL AREA.

B. REMOVE EXISTING WORK AND ITEMS WHICH ARE REQUIRED TO BE REMOVED IN SUCH MANNER THAT MINIMUM DAMAGE AND DISTURBANCE IS CAUSED TO ADJACENT AND CONNECTING WORK.

CONTRACTOR SHALL REPAIR AT HIS/HER OWN EXPENSE ANY DAMAGES MADE TO EXISTING

IMPROVEMENTS DURING MOBILIZATION, DEMOLITION, CONSTRUCTION OR THE ESTABLISHMENT PERIOD.

DISPOSITION OF MATERIALS
A. REMOVE MATERIAL EXCEPT THOSE ITEMS INDICATED TO BE RE-USED TO A LEGAL DISPOSAL AREA.

B. STOCKPILING OF REMOVED MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL FROM INSPECTOR.

NOISE ABATEMENT AND DUST PALLIATION
A. NOISE ABATEMENT: LIMIT NOISE TO A REASONABLE LEVEL AS RELATED TO SPECIFIC ITEMS OF EQUIPMENT USED AND THEIR HOURS OF USE. THIS DOES NOT PRECLUDE USE OF MECHANICAL

EQUIPMENT, SUCH AS JACK HAMMERS, POWER DRIVEN FASTENERS, OR OTHER APPROVED EQUIPMENT.

B. DUST PALLIATION: DURING SITE CLEARING AND DEMOLITION, KEEP DUST, DIRT, AND POLLEN FROM BLOWING OR SPREADING BY WATERING DOWN AT REGULAR INTERVALS.

PROTECTION OF PERSONS AND PROPERTY
A. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON PROPERTY ADJACENT TO OR WITH PUBLIC ACCESS.

B. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED.

C. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM

DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.

D. CONTRACTOR TO PROVIDE A SIX FOOT TEMPORARY CHAIN LINK CONSTRUCTION FENCE, GATE,

AND CONSTRUCTION SIGNS AROUND STAGING, STOCKPILE, AND LIMIT OF WORK LINE DURING CONSTRUCTION. A 48" TALL ORANGE SAFETY BARRIER FENCING MAY BE ACCEPTABLE IN LINEAR SECTIONS OF TRAIL WORK.

E. THE CONTRACTOR SHALL SUBMIT PROPOSED FENCING PLAN FOR REVIEW AND APPROVAL BY INSPECTOR PRIOR TO CONSTRUCTION. STABILIZE TEMPORARY FENCE WITH SAND BAGS OR OTHER SUPPLIER APPROVED METHODS. EXISTING RESIDENTIAL FENCING MAY BE USED IN PLACE TO SECURE THE PERIMETER OF WORK SITE.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND SECURITY OF JOB SITE.

UTILITIES
A. COORDINATE WITH UTILITY COMPANIES AND AGENCIES AS REQUIRED. CONTRACTOR WILL MAKE

EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY

AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.

B. WHERE UTILITY CUTTING, CAPPING, OR PLUGGING IS REQUIRED, PERFORM SUCH WORK IN

ACCORDANCE WITH REQUIREMENTS OF THE UTILITY COMPANY OR GOVERNMENTAL AGENCY HAVING JURISDICTION.

C. BEFORE EXCAVATION, VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST TWO

WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARKOUT OF

UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER:

UNDERGROUND SERVICE ALERT (USA)...............................(800) 422-4133 CABLE TELEVISION: TIME WARNER CABLE..........................(855) 781-5595 GAS & ELECTRIC: SOUTHER CALIFORNIA EDISON................(800) 427-2200 TELEPHONE: AT&T...................................................................(909) 748-7225 SEWER & WATER.....................................................................(909) 798-7698 THE FOLLOWING NOTES FOR TREE PROTECTION ARE PROVISIONAL. FINAL DETERMINATION OF

TREE PROTECTION MEASURES TO BE MADE IN FIELD BY LANDSCAPE ARCHITECT DURING PRE-CONSTRUCTION MEETING.

1. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE,

AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK,

SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY 48" ORANGE SAFETY FENCING TREE/SHRUB DRIP LINE TO PROTECT TREES AND VEGETATION TO REMAIN.

2. CONTRACTOR SHALL MEET WITH INSPECTOR AND PROJECT LANDSCAPE ARCHITECT TO

REVIEW DEMOLITION AND GRADING WORK TO OCCUR WITHIN THE DRIP LINE OF EXISTING TREES. CONTRACTOR SHALL HAND EXCAVATE WITHIN THE DRIP LINE OF TREES TO BE PROTECTED IN PLACE . THE USE OF AIR AND/OR WATER JETTING AROUND TREE ROOTS TO REMAIN IS MANDATORY. UPON DISCOVERY OF ROOTS WITHIN DEMOLITION AREA,

CONTRACTOR SHALL CONTACT PROJECT LANDSCAPE ARCHITECT FOR SITE SPECIFIC DIRECTION.

3. PRIOR TO CUTTING ANY TREE ROOTS IMPACTED BY CONCRETE REMOVAL AND REPLACEMENT, THEY SHALL BE INSPECTED BY PROJECT LANDSCAPE ARCHITECT.

4. UNILATERAL CUTTING OF ROOTS MUST BE PREVENTED UNLESS APPROVED BY A LANDSCAPE ARCHITECT.

5. ALL ROOT BARRIERS REMOVED OR DAMAGED DUE TO THE REMOVAL AND REPLACEMENT OF

CONCRETE PAVING SHALL BE REPLACED TO THE SATISFACTION OF PROJECT LANDSCAPE ARCHITECT.

THE FOLLOWING MITIGATION MEASURES ARE REQUIRED PRIOR TO, AND/OR DURING CONSTRUCTION. SEE FINAL INITIAL STUDY AND MITIGATED NEGATIVE DECLARATION ZANJA TRAIL AND GREENWAY PARK PROJECT – 7TH ST. TO CHURCH ST., DATED NOVEMBER 2016, FOR ADDITIONAL INFORMATION.

ENCROACHMENT PERMIT

THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF REDLANDS AT THE ONE STOP PERMIT CENTER PRIOR TO COMMENCING WORK. THE FINAL DESIGN OF

TRAFFIC AND PEDESTRIAN CONTROL FEATURES AT THE DEARBORN AVENUE INTERSECTION SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ENCROACHMENT PERMIT ISSUANCE.

THESE DESIGN FEATURES COULD INCLUDE, BUT ARE NOT LIMITED TO, REMOVABLE LOCKABLE BOLLARDS AT THE TRAIL ENTRANCES, COLORED STAMPED CONCRETE, AND SIGNAGE.

TRAFFIC CONTROL

PRIOR TO WORK IN ANY CITY STREET, A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE

CONTRACTOR TO THE CITY OF REDLANDS MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE

MEASURES TO MAINTAIN EMERGENCY ACCESS TO RESIDENCES AND STRUCTURES IN THE VICINITY OF THE PROJECT AREA.

NOISE
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THE HOURS OF 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY WITH NO CONSTRUCTION ACTIVITIES PERMITTED ON WEEKENDS AND FEDERAL HOLIDAYS WITHOUT PRIOR APPROVAL FROM THE CITY OF REDLANDS.

PROJECT CONTRACTORS SHALL ENSURE THAT ALL CONSTRUCTION EQUIPMENT, FIXED OR

MOBILE, SHALL BE OPERATED WITH PROPERLY FUNCTIONING AND MAINTAINED MUFFLERS, CONSISTENT WITH MANUFACTURER STANDARDS. STATIONARY CONSTRUCTION EQUIPMENT SHALL BE LOCATED AS FAR AWAY FROM RESIDENCES OR SCHOOL BUILDINGS AS IS PRACTICAL.

BIOLOGICAL RESOURCES
IF CONSTRUCTION ACTIVITIES OCCUR WITHIN THE BIRD BREEDING SEASON (FEBRUARY 1 THROUGH AUGUST 31) THEN A PRE-CONSTRUCTION NESTING SURVEY SHALL BE CONDUCTED NO MORE THAN 30 DAYS PRIOR TO THE START OF CONSTRUCTION BY A QUALIFIED BIOLOGIST.

TO ENSURE IMPACTS TO WATERS AND HABITATS JURISDICTIONAL TO THE U.S. ARMY CORPS OF

ENGINEERS, REGIONAL WATER QUALITY CONTROL BOARD, AND CALIFORNIA DEPARTMENT OF

FISH AND WILDLIFE ARE AVOIDED, AN EXCLUSION ZONE SHALL BE STAKED BY A QUALIFIED BIOLOGIST PRIOR TO THE COMMENCEMENT OF GROUND-DISTURBING ACTIVITIES. THE

EXCLUSION ZONE SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION, AND THE

PURPOSE OF THE EXCLUSION ZONE SHALL BE INCLUDED IN THE CONSTRUCTION WORKER DAILY BRIEFINGS (TAILGATE MEETINGS).

ADDITIONAL NOTES:

DEMOLITION LEGEND:

DEMOLITION LEGEND AND NOTES
LD-1.0
02/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
797 of 835

D-01D-02D-03D-04D-05D-06D-08
D-09D-11
D-13D-14 DEMOLITION LEGEND LD-1.1
EXISTING CHAIN LINK FENCE TO BE REMOVED. SEECIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING IRRIGATION CONTROL VALVE TO REMAIN,PROTECT IN PLACE.EXISTING SIGN TO BE REMOVED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING TREE STUMP TO BE REMOVED. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING PALM TREE TO REMAIN; PROTECT IN PLACE, TYP.EXISTING SHADE TREE TO REMAIN; PROTECT IN
PLACE.SAW CUT AND REMOVE EXISTING CURB. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAYAND VEHICULAR IMPROVEMENTS.EXISTING PEDESTRIAN GATE TO REMAIN. PROTECT INPLACE.

D-15D-16
D-17
D-19
D-20
D-21D-23
D-24
D-25
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

LIMIT OF WORK

LIMIT OF WORK
X X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X
20'
20'
27'
27'
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

THE REDLANDS MILL (OFFICE SPACE)
X X

X X X X X X X X 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-04
D-11
D-13D-13
D-14
D-19
D-19
D-19
D-19
D-06
D-20
D-16
D-13
D-13
D-02
D-05
D-21
D-21
D-09
D-05
D-09
D-20
D-20
D-15
D-17
TYP.

TYP.

D-01TYP.

D-01
TYP.D-01
TYP. D-01
TYP.

D-03D-06
D-23
D-24
D-02
D-25

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.

LIMIT OF WORK AT

EXISTING WALL

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.

LIMIT OF WORK AT

EXISTING FENCE

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.

LIMIT OF WORK AT

EXISTING FENCE

RIGHT-OF-WAY

PROPERTY LINE

PROPERTY

DEMOLITION
SYMBOL

DESCRIPTION
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
3 X X
X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

MATCHLINE SEE SHEET LD-1.2

DEMOLITION PLAN
LD-1.1
03/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
798 of 835

DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELYTO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE TO REMAIN UNLESS NOTED;PROTECT IN PLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT INPLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL POLE TO REMAIN; PROTECT INPLACE.EXISTING K-RAIL TO REMAIN; PROTECT IN PLACE.EXISTING K-RAIL. TO BE RELOCATED, SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING CONCRETE CULVERT TO REMAIN; PROTECTIN PLACE.EXISTING CHAIN LINK FENCE TO BE RELOCATED. SEECIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT INPLACE.EXISTING CHAIN LINK FENCE TO BE REMOVED. SEECIVIL PLANS FOR ADDITIONAL INFORMATION.EXISTING 36" STORM DRAIN TO REMAIN; PROTECT INPLACE.SAW CUT AND REMOVE EXISTING CURB. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAYAND VEHICULAR IMPROVEMENTS.

D-01
D-03
D-05D-06
D-07
D-08D-09D-10
D-12
D-13
D-15D-22
D-23D-24 DEMOLITION LEGEND LD-1.2
9TH ST.

ZANJA CHANNEL;

NOT IN SCOPE

LIMIT OF WORK

LIMIT OF WORK
X X
X X X

LIMIT OF WORK
10'
20'
25'
25'
20'
20'
25'
25'
9TH ST.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;

NOT IN SCOPE
X X
X X X

LIMIT OF WORK

LIMIT OF WORK
D-06
D-07
D-13
D-15
D-15 BEGIN
END
D-07
D-10
D-09

D-01D-03D-05 DEMOLITION LEGEND LD-1.2
D-22
D-01TYP.

D-03
D-05
D-13
D-13
D-14
D-23
D-24
D-09
END
D-09
BEGIN
D-08
END
D-08
BEGIN
D-21
D-12
BEGIN
END
D-12
D-03

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.

LIMIT OF WORK AT
EXISTING FENCE.

TOP OF SLOPE. CONTRACTOR TO

TAKE CARE NOT TO ENCROACH

BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT HINGE POINT

RIGHT-OF-WAY

PROPERTY
LINE

PROPERTY
LINE
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
4 X X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

MATCHLINE SEE SHEET LD-1.3
MATCHLINE SEE SHEET LD-1.1

DEMOLITION PLAN
LD-1.2
04/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
799 of 835

DEMOLITION
SYMBOL
DESCRIPTIONCLEAR & GRUB. EXISTING TREES NOTED SEPARATELYTO BE REMOVED OR REMAIN PER PLAN.EXISTING CONCRETE TO REMAIN UNLESS NOTED;PROTECT IN PLACE.EXISTING DRAIN INLET TO REMAIN; PROTECT INPLACE.SAWCUT AND REMOVE EXISTING ASPHALT; SEE CIVILPLANS FOR ADDITIONAL INFORMATION.EXISTING CURB & GUTTER TO REMAIN; PROTECT INPLACE UNLESS OTHERWISE NOTED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL POLE TO REMAIN; PROTECT INPLACE.EXISTING CONCRETE CULVERT TO REMAIN; PROTECTIN PLACE.EXISTING FIRE HYDRANT TO REMAIN; PROTECT INPLACE.EXISTING CHAIN LINK FENCE TO REMAIN; PROTECT INPLACE.EXISTING SIGN TO BE REMOVED. SEE CIVIL PLANSFOR ADDITIONAL INFORMATION.SAW CUT AND REMOVE EXISTING CURB. SEE CIVILPLANS FOR ADDITIONAL INFORMATION.SEE ALSO CIVIL SHEETS C1.0-C1.5 FOR RIGHT OF WAYAND VEHICULAR IMPROVEMENTS.

D-01D-03D-04
D-05D-06
D-07D-10
D-11D-13D-17D-23
D-24 DEMOLITION LEGEND LD-1.3
CHURCH ST.

ZANJA CHANNEL;NOT IN SCOPE

LIMIT OF WORK

LIMIT OF WORK
26'
27'
30'
44'
17'
16'
30'
30'
CHURCH ST.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE
D-05
D-01
TYP.

D-03
D-03
D-07
D-06
D-11
D-06
D-04
D-07
D-10
D-13
D-17
D-01
D-23
D-24

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.

TOP OF SLOPE. CONTRACTOR TO

TAKE CARE NOT TO ENCROACH

BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.

RIGHT-OF-WAY
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
5 X
X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

MATCHLINE SEE SHEET LD-1.2

DEMOLITION PLAN
LD-1.3
05/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
800 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
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AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting

STREET IMPROVEMENT NOTES
06 C-1.0
2301 - ST 01/06
ONSITE

PARKING LOT IMPROVEMENTS

OFFSITE

STREET IMPROVEMENTS

CONSTRUCTION LEGEND

BOUNDARIES LEGEND
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

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T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
801 of 835
REDLANDS BLVD.

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

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T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting
KEYMAP:

NTS C-1.1
E. CENTRAL AVE
9TH STREET

ONSITE REMOVAL CONSTRUCTION NOTES
LEGEND
7TH STREET
07 REMOVAL PLAN

OFFSITE REMOVAL CONSTRUCTION NOTES

MATCHLINE SEE ABOVE
7TH STREET

MATCHLINE SEE BELOW
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
802 of 835

XXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting

DETAILS FOR STREET AND

SIDEWALK IMPROVEMENT
PLAN
08 C-1.2
2301 - ST 03/06
ONSITE

PARKING LOT IMPROVEMENTS

OFFSITE

STREET IMPROVEMENTS

BOUNDARIES LEGENDCONSTRUCTION LEGEND
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
803 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

AT LEAST TWO DAYS

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T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting

CHURCH STREET DETAILS
09 C-1.3
2301 - ST 04/06

OFFSITE

STREET IMPROVEMENTS

CONSTRUCTION LEGEND

BOUNDARIES LEGEND

MATCH LINE
STA. 14+58.87

SEE BELOW RIGHT

SEE ABOVE LEFT
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
804 of 835

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX C
C
B/1.1
B/1.1
A/1.1
A/1.1

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
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T.M.

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Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting
KEYMAP:

NTS

PARKING LOT IMPROVEMENT PLAN
10 C-1.4
2301 - ST 05/06
9TH STREET
7TH STREET

ONSITE CONSTRUCTION NOTES

HATCH LEGEND
7TH STREET

OFFSITE CONSTRUCTION NOTES
D
D
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
805 of 835

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXX XXXXXXX
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

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T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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Engineering and Consulting

HORIZONTAL CONTROL PLAN/

SIGNING AND STRIPING PLAN
2301 - ST 06/06
11 C-1.5
7TH STREET
9TH STREET
7TH STREET
9TH STREET

ONSITE CONSTRUCTION NOTES

OFFSITE CONSTRUCTION NOTES
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
806 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting
KEYMAP:

NTS
DETAIL SHEET - 9TH STREET
12 C-1.6

CONSTRUCTION LEGENDBOUNDARIES LEGEND
2301 - ST 02/06
9TH ST.

E. CENTRAL AVE

OFFSITE STREET IMPROVEMENTS
E. REDLANDS BLVD
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
807 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
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DRAWN BY:

C.F. 40
CASC
Engineering and Consulting
KEYMAP:

NTS

EROSION CONTROL PLAN
13 C-2.0
2301 - SP 01/02

EROSION CONTROL PLAN
ZANJA TRAIL AND GREENWAY PARK, PHASE 2

CITY OF REDLANDS, CA
NOTE:

GRAVEL BAGS CAN BE USED IN PLACE
OF FIBER ROLL.

EXISTING
GRADE
WHICHEVER IS GREATER.

OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
50' MIN. OR FOUR TIMES THE CIRCUMFERENCE

MATCH EXISTING
GRADE

PAVED PUBLIC ROADWAY

EXISTING HARD SURFACE
20' R MIN

CORRUGATED

STEEL PANELS
COARSE

AGGREGATE

STABILIZED CONSTRUCTION ENTRANCE
(MODIFIED)

NOT TO SCALE

SECTION A-A
FILTER
FABRIC 12" MINIMUM
12" MINIMUM
C/L

FILTER FABRIC

PLAN VIEW

CORRUGATED STEEL PANELS

SECTION B-B

1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS

SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, ESPECIALLY WHEN RAIN EVENT IS IMMINENT.

2. DEVICE SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR.

3. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH DAY AS WELL AS THROUGH WEEKENDS AND HOLIDAYS.

4. AFTER A RAIN STORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER EROSION CONTROL DEVICES.

5. ANY GRADED SLOPE SURFACE PROTECTION MEASURE DAMAGED DURING A RAIN STORM SHALL BE REPAIRED IMMEDIATELY.

6. FILL SLOPES AT CONSTRUCTION SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPES AT THE END OF EACH WORK DAY.

7. A COPY OF THE PROJECT'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE MAINTAINED AT THE CONSTRUCTION SITE AND BE ALWAYS AVAILABLE FOR REVIEW.

8. PROTECT ALL STORM DRAINAGE STRUCTURES FROM SEDIMENT CLOGGING BY PROVIDING INLET PROTECTION AT ALL OPENINGS.

9. AVOID CONDUCTING CONSTRUCTION WORK DURING WET WEATHER.

10. STORE CONSTRUCTION RELATED MATERIALS AWAY FROM DRAINAGE COURSES TO PREVENT CONTACT WITH STORMWATER.

11. PLACE DRIP PANS OR ABSORBENT MATERIALS UNDER CONSTRUCTION EQUIPMENT WHEN NOT IN USE.

12. CLEAN UP LEAKS AND SPILLS IMMEDIATELY USING ABSORBENT MATERIALS AND DISPOSE OF PROPERLY.

13. COLLECT AND REMOVE ALL BROKEN ASPHALT FROM THE SITE. REMOVED ASPHALT MUST BE DISPOSED OF PROPERLY.

14. KEEP WORK SITE CLEAN AND ORDERLY ON DAILY BASIS.

15. PROPERLY STORE PAINTS AND SOLVENTS.

16. PERMANENTLY MARK STORM DRAIN STRUCTURES IN A MANNER APPROVED BY THE CITY CONSTRUCTION INSPECTOR TO MINIMIZE INADVERTENT DISPOSAL OF RESIDUAL PAINTS, SOLVENTS AND ANY OTHER POLLUTANTS.

17. ALLOW CONSTRUCTION RELATED MATERIAL DELIVERY AND STORAGE ONLY IN DESIGNATED AREAS AND AVOID TRANSPORT NEAR DRAINAGE PATHS OR WATERWAYS.

18. MINIMIZE THE USE OF HAZARDOUS MATERIAL ON SITE.

19. USE WATERTIGHT DUMPSTERS FOR TRASH AND CONSTRUCTION WASTE.

20. COLLECT SITE TRASH AS NEEDED, ESPECIALLY DURING RAINY OR WINDY CONDITIONS. ARRANGE FOR REGULAR WASTE COLLECTION BEFORE CONTAINERS OVERFLOW.

21. PAINT BRUSHES OR CONTAINERS ARE TO BE CLEANED OUT ONLY AT THE DESIGNATED AREA, WHICH PROVIDES FOR THE FULL CONTAINMENT OF PAINT LADEN LIQUID AND RESIDUE FOR PROPER DISPOSAL.

22. PERFORM WASHOUT OF CONCRETE TRUCKS IN DESIGNATED AREAS ONLY. WASHOUT AREAS SHALL BE LOCATED AWAY FROM STORM DRAINS, OPEN DITCHES, STREETS OR ANY DRAINAGE COURSE.

23. TEMPORARY SANITARY FACILITIES SHALL BE MAINTAINED IN GOOD WORKING ORDER BY A LICENSED MAINTENANCE SERVICE PROVIDER.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THIS PLAN THROUGHOUT CONSTRUCTION AND INDICATE ANY AND ALL REVISIONS/UPDATES ON THIS PLAN.

25. CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORMWATER WILL BE CONTAINED WITHIN THE PROJECT AREA OR CHANNELED INTO STORM DRAIN SYSTEM PROVIDED THAT DRAINAGE IS FREE OF POLLUTANTS, SEDIMENTS AND DEBRIS.

26. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM CORRECTING ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS/HER RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES.

27. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH

MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION ON THIS PROPERTY.

28. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES, SAND OR GRAVEL BAGS, BARRIERS AND SILT FENCING. CARE SHALL BE EXERCISED

TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING AND PREVENT SEDIMENT DISCHARGE WHILE CONTRUCTION IS IN PROGRESS IN THE AREA.

29. SEDIMENT CONTROL SHALL BE USED AT THE TOE OF ANY ERODIBLE SLOPE.

30. CONTRACTOR SHALL IMMEDIATELY RESTORE ANY DAMAGED EROSION CONTROL MEASURE IN THE AREA DISTURBED BY CONSTRUCTION ACTIVITIES.

31. FACES OF FINISHED CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THESE PERMANENT CONTROL MEASURES MAY CONSIST OF ADEQUATE SEEDING, PLANTING AND JUTE MATTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL.

32. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

33. CONTRACTOR/SUB-CONTRACTOR SHALL BE FAMILIAR WITH AND TRAINED IN SEDIMENT AND EROSION CONTROL IN ACCORDANCE WITH THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK.

EROSION CONTROL NOTES
BASIS OF BEARINGS:

CALIFORNIA STATE PLANE COORDINATE SYSTEM,
ZONE 5 TAKEN BETWEEN NATIONAL GEODETIC
SURVEY CONTROL POINT DESIGNATION "ESRI GISA
CORS ARP" PID "DN5820" AND "EWPP_SCGN_CS1999
CORS ARP" PID "DH7046".

BEING N82°35'11"W NAD 83 EPOCH 2010

CONSTRUCTION REFERENCE NOTES QUANTITIES
4 EA
325 LF
82,713 SF
14 EA
3,225 LF
1 LS
3 EA
IMPLEMENT STREET SWEEPING PER CASQA BMP SE-7.

INSTALL FIBER ROLL LINEAR BARRIER PER CASQA BMP SE-5.

INSTALL GRAVEL BAG CHECKDAM PER CASQA BMP SE-4.

INSTALL SOIL BINDERS PER CASQA BMP EC-5. TYPE OF BINDERS MUST BE APPROVED BY CITY PRIOR TO USE.

INSTALL GRAVEL BAG LINEAR BARRIER PER CASQA BMP SE-6.

INSTALL MODIFIED STABILIZED CONSTRUCTION ENTRANCE/EXIT
(WITH RUMBLE PLATES) PER CASQA BMP TC-1
AND DETAIL HEREON.

INSTALL VELOCITY DISSAPATION DEVICES PER CASQA BMP EC-10.

CONSTRUCT 3-BAG HIGH GRAVEL BAG BARRIER FOR INLET PROTECTION

PROVIDE EQUIPMENT MAINTENANCE AREA AND MATERIAL STORAGE AREA MATERIAL STORAGE (WM-1, WM-2
CONCRETE WASHOUT (WM-8)
HAZARDOUS WASTE MANAGEMENT (WM-6)
SANITARY WASTE MANAGEMENT (WM-9)
STOCKPILE MANAGEMENT (WM-3)
SOLID WASTE MANAGEMENT (WM-5)
SILT FENCE LINEAR BARRIER (SE-1)
STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC-1)

DISCHARGE POINTS

FLOW DIRECTION
GRAVEL BAG BERM (SE-6)
GRAVEL BAG CHECK DAM (SE-4)
FIBER ROLL LINEAR BARRIER (SE-5)

PROJECT BOUNDARY

LEGEND LEGEND

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

RIGHT OF WAY
2 EA
1 EA
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
808 of 835
ZANJA CHANNEL;

NOT IN SCOPE

XXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX
7TH ST.
9TH ST.

XX
X
X X
XX
X
X X
ZANJA CHANNEL;

NOT IN SCOPE
CHURCH ST.
9TH ST.

CENTRAL AVE.

Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No. 14-406

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 3/22/2023
CHECKED BY:

R.L.

DIAL TOLL FREE
1 - 800 - 227 - 2600

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Drawing No.
09/16/20 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
DRAWN BY:

C.F. 40
CASC
Engineering and Consulting
KEYMAP:

NTS

EROSION CONTROL PLAN
14 C-2.1
2301 - SP - 02/02
IMPLEMENT STREET SWEEPING PER CASQA BMP SE-7.

INSTALL FIBER ROLL LINEAR BARRIER PER CASQA BMP SE-5.

INSTALL GRAVEL BAG CHECKDAM PER CASQA BMP SE-4.

INSTALL SOIL BINDERS PER CASQA BMP EC-5. TYPE OF BINDER MUST BE APPORIVED BY CITY PRIOR TO USE.

INSTALL GRAVEL BAG LINEAR BARRIER PER CASQA BMP SE-6.

INSTALL MODIFIED STABILIZED CONSTRUCTION ENTRANCE/EXIT
(WITH RUMBLE PLATES) PER CASQA BMP TC-1
AND DETAIL HEREON.

INSTALL VELOCITY DISSAPATION DEVICES PER CASQA BMP EC-10.

CONSTRUCT 3-BAG HIGH GRAVEL BAG BARRIER FOR INLET PROTECTION

PROVIDE EQUIPMENT MAINTENANCE AREA AND MATERIAL STORAGE AREA NOTE:

GRAVEL BAGS CAN BE USED IN PLACE
OF FIBER ROLL.

CONSTRUCTION REFERENCE NOTES

MATCHLINE SEE BELOW

MATCHLINE SEE ABOVE
MATERIAL STORAGE (WM-1, WM-2
CONCRETE WASHOUT (WM-8)
HAZARDOUS WASTE MANAGEMENT (WM-6)
SANITARY WASTE MANAGEMENT (WM-9)
STOCKPILE MANAGEMENT (WM-3)
SOLID WASTE MANAGEMENT (WM-5)
SILT FENCE LINEAR BARRIER (SE-1)
STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC-1)

DISCHARGE POINTS

FLOW DIRECTION
GRAVEL BAG BERM (SE-6)
GRAVEL BAG CHECK DAM (SE-4)
FIBER ROLL LINEAR BARRIER (SE-5)

PROJECT BOUNDARY

LEGENDLEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

RIGHT OF WAY

MATCHLINE SEE ABOVE

MATCHLINE SEE BELOW
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
809 of 835

GRADING
SYMBOL

DESCRIPTION
DETAIL
4"X14" RECTANGULAR UNDERDRAIN WITH CURB-O-LET INLET AT EACH SIDE. MODEL #TCD-414AND #CP-SP414H HUB PIPE BY CURBO-O-LET. INSTALLPER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.12"X12" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 1212 T24 BYBROOKS PRODUCTS. JOIN TO 8" SCH 80 PVC DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.

G-01G-02G-03

EXISTING CONTOUR

PROPOSED
MINOR

CONTOUR

PROPOSED
MAJOR

CONTOUR

PROPOSED FLOW LINE
BC -

BOTTOM OF CURB
BS -

BOTTOM OF STEP
BW -

BOTTOM OF WALL
FL -

FLOW LINE
FG -

FINISH GRADE
FS -

FINISH SURFACE
HP -

HIGH POINT
IE -

INVERT ELEVATION
LP -

LOW POINT
RIM -

TOP OF GRATE
TC -

TOP OF CURB
TS -

TOP OF STEP
TW -

TOP OF WALL
( ) -

PARENTHESES INDICATE EXISTING GRADEDIRECTION OF FLOW (DOWN SLOPE)

EXISTING CONTOUR

PROPOSED
MINOR

CONTOUR

PROPOSED
MAJOR

CONTOUR

PROPOSED FLOW LINE
BC -

BOTTOM OF CURB
BS -

BOTTOM OF STEP
BW -

BOTTOM OF WALL
FL -

FLOW LINE
FG -

FINISH GRADE
FS -

FINISH SURFACE
HP -

HIGH POINT
IE -

INVERT ELEVATION
LP -

LOW POINT
RIM -

TOP OF GRATE
TC -

TOP OF CURB
TS -

TOP OF STEP
TW -

TOP OF WALL
( ) -
PARENTHESES INDICATE EXISTING GRADEDIRECTION OF FLOW (DOWN SLOPE)0.0% Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS

NOT FOR CONSTRUCTION
15 GRADING NOTES:GRADING LEGEND:

BASIS OF BEARING

THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5 TAKEN BETWEEN NATIONAL GEODETIC SURVEY CONTROL POINT DESIGNATION "ESRI GISA
CORS ARP" PID "DN5820" AND "EWPP_SCGN_CS1999 CORS ARP" PID "DH7046". BEING N82°35'11"W NAD 83 EPOCH 2010

REFERENCED CSRC STATIONS CONNECTED

MAPPING ANGLE AND GRID FACTOR
NOTES:

A. ALL DISTANCES SHOWN, UNLESS OTHERWISE NOTED, ARE IN
TERMS OF THE U.S. SURVEY FOOT. AS USED IN TABLES ABOVE,

ELEVATION REFERS TO THE CALIFORNIA ORTHOMETRIC HEIGHT
("COH88") OR EQUIVALENT OF THE POINT WHERE THE MAPPING

ANGLE AND COMBINATION FACTOR WERE CALCULATED IN TERMS
OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NAVD88")

AND HEIGHT REFERS TO THE VERTICAL VALUE OF THE

CALIFORNIA GEODETIC COORDINATE OR EQUIVALENT ELLIPSOID
HEIGHT USED TO CALCULATE THE COMBINATION FACTOR. IN THE

EVENT THAT THE CALCULATIONS ARE NOT PERFORMED AT A
"REAL" POINT IN THE SURVEY, THERE MAY BE NO STATION OR
ELEVATION TO LIST.

B. DISTANCES SHOWN HEREON, ARE GROUND DISTANCES. TO
APPROXIMATE CCS83 GRID DISTANCES MULTIPLY THE
DISTANCES BY THE COMBINATION FACTOR PROVIDED HEREON.

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
2" BRASS DISK ON TOP OF CURB @ NE COR. ORANGE ST & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'

CONTRACTOR SHALL REVIEW STORM WATER POLLUTION PREVENTION

PLAN (SWPPP) AND EROSION CONTROL PLAN PRIOR TO BIDDING AND CONSTRUCTION. ALL GRADING AND SITE WORK SHALL BE PERFORMED

WITH EROSION AND SEDIMENT CONTROL MEASURES IN PLACE AS
DESCRIBED IN SWPPP.

THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THIS PROJECT.

THE CONTRACTOR SHALL HAVE ENGINEER OF WORK OR LANDSCAPE

ARCHITECT VERIFY ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING, STAIRS, AND DG PATHWAY.

STATIONNORTHING (Y) EASTING (X)HEIGHT
MLFP1,793,388.354 6,768,598.2781554.09
P5841,784,955.899 6,879,831.5562426.05
RTHS1,855,454.409 6,757,465.8421080.66

LATITUDELONGITUDE MAPPING ANGLECOMBINED

FACTORELEVATION
N34°03'27.8965"W117°08'31.1035" 00°29'20.71" 0.99992371691597.97

LANDSCAPE GRADING LEGEND AND NOTES
LG-1.0
06/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
810 of 835
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

LIMIT OF WORK

LIMIT OF WORK
X X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X XX X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X
X
X
X
X
X
X
X

X X X X X X X X X X X X X X X X X X X
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X
20'
20'
27'
27'
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

THE REDLANDS MILL (OFFICE SPACE)
X X

X X X X X X X X 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-03

GRADING

SYMBOLDESCRIPTIONDETAIL
COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2

CONSTRUCTION PLANS FOR ADDITIONAL
INFORMATION.

G-03
GRADING LEGEND LG-1.1
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
16 MATCHLINE SEE SHEET LG-1.2
X X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.

Redlands Blvd.

LANDSCAPE GRADING PLAN
LG-1.1
07/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

SEE CIVIL DRAWINGS FOR
R.O.W. AND VEHICULAR
AREAS, TYP.

Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
811 of 835
9'-7" LANDSCAPE39'-7" BIOBASIN

8.7%

7.7%
12" MIN.

DEPTH
COBBLE
36" MIN.

DEPTH
GRAVEL
8"
1'-6"
1'-6"

CATCH BASIN
COBBLE

SWALE TO
STREET

EXISTING STREET
AT 1,385.26
(COORD WITH
CIVIL)
3:1 SLOPE
12"
G-02
G-03
17'-11" COBBLE SWALE
TOP OF GRATE 1,386.22
HP 1386.75HP 1386.75
12'
1'-6"

STABILIZED
PATH
3'
SWALE
1'-6"

DAYLIGHT ATNEW FENCE
DAYLIGHT ATEXISTING FENCEEX. GRADE

PROPOSEDGRADE
4" MIN.

DEPTH
TOP OF

CHANNEL

2.0% MAX.
12'
1'-6"

STABILIZED
PATH
3'
SWALE
1'-6"

DAYLIGHT ATNEW FENCE
DAYLIGHT ATEXISTING FENCEEX. GRADE

PROPOSEDGRADE
4" MIN.

DEPTH
TOP OF

CHANNEL

2.0% MAX.
9TH ST.

ZANJA CHANNEL;

NOT IN SCOPE

LIMIT OF WORK

LIMIT OF WORK
X X
X X X

LIMIT OF WORK
X X
X X X
A B
B
B
B
B
B
A A
A
A
A
X
X
X
X
X

X X X X X X X X X X

X X X X X

XXXXXXXX
XXX
XXX
10'20'
25'
25'
20'
20'
25'
25'
9TH ST.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;

NOT IN SCOPE
X X
X X X
B
B
A
A

GRADING
SYMBOL

DESCRIPTION
DETAIL
24"X24" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 2424 B36 BYBROOKS PRODUCTS. JOIN TO 18" HDPE DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.

G-02G-05 GRADING LEGEND LG-1.2

LIMIT OF WORK

LIMIT OF WORK
G-02

GRADING
SYMBOL

DESCRIPTION
DETAIL
12"X12" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL # 1212 T24 BYBROOKS PRODUCTS. JOIN TO 8" SCH 80 PVC DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.

G-02G-03 GRADING LEGEND LG-1.2
G-03
HP 1,386.75
HP 1,386.75
HP 1,386.75
TOP OF GRATE:
1386.22

GRADING
SYMBOL

G-02
G-03 GRADING LEGEND LG-1.2
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
17 MATCHLINE SEE SHEET LG-1.3
MATCHLINE SEE SHEET LG-1.1
X X
X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.

Redlands Blvd.

SECTION BB
SCALE 1/4" = 1'-0"

SECTION AA
SCALE 1/4" = 1'-0"

LANDSCAPE GRADING PLAN
LG-1.2
08/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
812 of 835

CURB-O-LET

DRAINDAYLIGHT AT

NEW FENCE

PROPOSED
GRADE
TOP OF

CHANNEL

EXISTING
GRADE

EXISTING
FENCE

2.0% MAX.
12'

STABILIZED
PATH

CURB-O-LET
DRAIN

1.0% MIN.
7'-6"

LANDSCAPE
5'
SWALE

DAYLIGHT AT

NEW FENCE

PROPOSED
GRADE
4" MIN.
5' 16'

LANDSCAPE
TOP OF

CHANNEL

EXISTING
GRADE
15'-6"
SWALE

EXISTING
FENCE
6" MIN.

DEPTH
G-03 G-03
G-03
CHURCH ST.

ZANJA CHANNEL;

NOT IN SCOPE

LIMIT OF WORK

LIMIT OF WORK
26' 27'
30' 44'
17' 16'
30' 30'
CHURCH ST.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;

NOT IN SCOPE
TYP.

DAYLIGHT
10' 5'-6"
SBCFCD R.O.W.

DG PATH

LANDSCAPE

SWALE LANDSCAPE

EXISTING GRADE

EXISTING
FENCE

2.0% MAX.
10:1 MAX.

DAYLIGHT AT

NEW FENCE

EXISTING WALL TO
REMAIN

PROPOSED
GRADE
3:1 MAX.
12' 2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE

CURB-O-LET
DRAIN
6" MIN. SWALE
DEPTH4" MIN.

1.0% MIN.
2'-9"

2.0% MAX.
12'

STABILIZED
PATH

CURB-O-LET
DRAIN

1.0% MIN.
7'-6"

LANDSCAPE
5'
SWALE

DAYLIGHT AT

NEW FENCE

PROPOSED
GRADE
4" MIN.
5'
C
C
G-01
G-05
16'

LANDSCAPE
TOP OF

CHANNEL

EXISTING
GRADE
15'-6"
SWALE

EXISTING
FENCE
6" MIN.

DEPTH

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.

TOP OF SLOPE. CONTRACTOR TO

TAKE CARE NOT TO ENCROACH

BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.

TYP.

DAYLIGHT
10' 5'-6"
SBCFCD R.O.W.

DG PATH

LANDSCAPE

SWALE LANDSCAPE

EXISTING GRADE

EXISTING
FENCE

2.0% MAX.
10:1 MAX.

DAYLIGHT AT

NEW FENCE

EXISTING WALL TO
REMAIN

PROPOSED
GRADE
3:1 MAX.
12' 2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE

CURB-O-LET
DRAIN
6" MIN. SWALE
DEPTH4" MIN.

1.0% MIN.
2'-9"

2.0% MAX.
12'

STABILIZED
PATH

CURB-O-LET
DRAIN

1.0% MIN.
7'-6"

LANDSCAPE
5'
SWALE

DAYLIGHT AT

NEW FENCE

PROPOSED
GRADE
4" MIN.
5'
C
C
G-01
G-03
16'

LANDSCAPE
TOP OF

CHANNEL

EXISTING
GRADE
15'-6"
SWALE

EXISTING
FENCE
6" MIN.

DEPTH
G-03 G-03
G-03

RIGHT-OF-WAY

GRADING

SYMBOL DESCRIPTION DETAIL
4"X14" RECTANGULAR UNDERDRAIN WITH
CURB-O-LET INLET AT EACH SIDE. MODEL #TCD-414
AND #CP-SP414H HUB PIPE BY CURBO-O-LET. INSTALL
PER MANUFACTURER`S RECOMMENDATION.

CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR

APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.

COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2

CONSTRUCTION PLANS FOR ADDITIONAL
INFORMATION.

G-01
G-05
GRADING LEGEND LG-1.3

GRADING

SYMBOL DESCRIPTION DETAIL
4"X14" RECTANGULAR UNDERDRAIN WITH
CURB-O-LET INLET AT EACH SIDE. MODEL #TCD-414
AND #CP-SP414H HUB PIPE BY CURBO-O-LET. INSTALL
PER MANUFACTURER`S RECOMMENDATION.

CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR

APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.

COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2

CONSTRUCTION PLANS FOR ADDITIONAL
INFORMATION.

G-01
G-03
GRADING LEGEND LG-1.3
Revisions

SYMBOL DESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGEND ZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF: Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
Sheet of Sheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0 10 20 40
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
18 MATCHLINE SEE SHEET LG-1.2
XXX
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.

Redlands Blvd.

SECTION CC
SCALE 1/4" = 1'-0"

LANDSCAPE GRADING PLAN
LG-1.3
09/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
813 of 835
X

SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

VEHICULAR CONCRETE PAVING. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

PERVIOUS CONCRETE PARKING LOT PAVING. SEE
CIVIL PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

STABILIZED DECOMPOSED GRANITE. COLOR: 1/LC-2.0
CALIFORNIA GOLD. AVAILIABLE THROUGH GAIL
MATERIALS. PHONE: (951) 667-6106. INSTALL WITH
ROLLED TRANSITION EDGE PER MANUFACTURER`S
RECOMMENDATION. CROSS SLOPE OF WALKWAY NOT
TO EXCEED 2%. CONTRACTOR TO SUBMIT SAMPLE TO

LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION.

INTEGRAL COLOR STAMPED VEHICULAR PAVING.

RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CONCRETE PAVERS. MODEL GRAN PIETRA 80MM BY 2/LC-2.0
ORCO PAVING STONES. COLOR: ORCOTTA. PATTERN:

RANDOM ASHLAR. PHONE (951)-685-8498. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

WHEEL STOP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

EXISTING TREE TO REMAIN, PROTECT IN PLACE.

ZERO HEIGHT, 8" WIDE CONCRETE HEADER. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE CURB TO REMAIN, SEE CIVIL
PLANS FOR ADDITIONAL INFOMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

SCORE JOINT.

EXPANSION JOINT.

MONUMENT SIGN.4/LC-2.1

PEDESTRIAN CROSSING SIGNAGE, SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

TRAIL SIGN.

TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:

YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
42" HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-2.1
AND RAIL FENCING, 3-RAIL. FENCE TO FEATURE

REMOVABLE POSTS & RAILS FOR CHANNEL
MAINTENANCE ACCESS.

EXISTING ELECTRICAL POLE TO REMAIN; PROTECT IN
PLACE.

EXISTING LIGHT POLE TO REMAIN; PROTECT IN PLACE.

EXISTING CHAINLINK FENCE ON RETAINING WALL TO
REMAIN; PROTECT IN PLACE.

EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.

EXISTING FENCING TO BE RELOCATED. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

TOP OF SLOPE / HINGE POINT, NO WORK TO BE DONE
INSIDE CHANNEL.

GATEWAY MONUMENT SIGN WITH PRESSURE 1/LC-2.3
TREATED HEAVY TIMBER TRELLIS. STONE VENEER
COLOR: DC RANCH. AVAILABLE THROUGH KRC ROCK
OR APPROVED EQUAL. PHONE: (800) 572-7625.
1 2
3 4
5 6
7 8
9 10
11 12
13A
13B
14 15
16 17
18 19
20 21
22 23
24 25
X
X
B
A
BOULDERS. AVAILABLE THROUGH SOUTHWEST 2/LC-2.2
BOULDER AND STONE OR APPROVED EQUAL. PHONE:
(877) 792-7625.

INTERPRETIVE SIGNAGE PANEL.2/LC-2.1
REMOVABLE BOLLARD. MODEL 400-36/S-1SL BY 3/LC-2.0
DUMOR. COLOR TO BE FOREST GREEN.

PHONE (800) 598-4018.

ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.

PHONE: (866) 744-6652.

TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.

COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.

LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.

DRAIN PIPE, SEE GRADING PLANS FOR ADDITIONAL
INFORMATION.

EXISTING CULVERT TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE.

COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2

THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.

ACCESSIBLE PARKING LOADING ZONE, STRIPING, AND
PAINTED CURB. COLOR: BLUE. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

ACCESSIBLE PARKING SIGNAGE. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

EXISTING PARKING STRIPING TO REMIAN. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

NEW PARKING STRIPING, TYPICAL. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.

UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.

CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.

SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.

IRRIGATION METER. SEE IRRIGATION PLANS AND CIVIL
PLANS FOR ADDITIONAL INFORMATION.

FUTURE TRANSFORMER LOCATION.

RELOCATED K-RAIL. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

CONCRETE STAIRS. COLOR TO MATCH CONCRETE 7/LC-2.0
PAVING.

HANDRAIL IN CURB.8/LC-2.0
PLANTING AREA. SEE PLANTING PLAN.
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 PB
C
P.A.

SYMBOLDESCRIPTIONDETAIL
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
19 CONSTRUCTION LEGEND:

1. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE. ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESS OTHERWISE NOTED.

2. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS, AND CURBS. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER.

3. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR SIDEWALKS.

FINISH SHALL BE AS NOTED ON PLANS.

4. ALL FINISH SURFACES INCLUDING CONCRETE PAVING, DG, AND NATURAL SURFACE

PATHWAYS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN POSITIVE DRAINAGE INTO LANDSCAPE OR TO STREET. CROSS SLOPE OF ALL PATHWAYS SHALL NOT EXCEED 2.0%.

CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS MAINTAINING DRAINAGE.

5. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING AND ALIGN.

6. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT.

7. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE CONSTRUCTION

PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH CONSTRUCTION.

8. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BIDDING & BEGINNING CONSTRUCTION.

9. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.

10. CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS HEREIN.

11. THE CONTRACTOR SHALL HAVE ENGINEER OF WORK OR LANDSCAPE ARCHITECT VERIFY

ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING, STAIRS, AND DG PATHWAY.

12. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE THE PROJECT.

13. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE 316 STAINLESS STEEL OR HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.

14. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AS NECESSARY.

15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL FOR DETAILS AS NOTED ON THE PLANS AND SPECIFICATIONS.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE AND PROVIDING ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 24 HOUR BASIS.

17. ANY CREDITS AND/OR DEBITS SHALL BE REPORTED TO LANDSCAPE ARCHITECT AT TIME OF

OCCURRENCE FOR PROPER VERIFICATION AND/OR APPROVAL PRIOR TO COMMENCEMENT OF RESULTING ACTION.

18. CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAILABLE IN CASE OF EMERGENCY.

19. SEE CIVIL PLANS FOR ROW AND VEHICULAR IMPROVEMENTS.

20.NO WORK SHALL BE COMPLETED WITHIN ZANJA CHANNEL. CONTRACTOR SHALL BE DILIGENT TO MAKE NO IMPACT TO ZANJA CHANNEL DURING ALL PHASES OF CONSTRUCTION.

CONSTRUCTION NOTES:

LANDSCAPE CONSTRUCTION LEGEND AND NOTES
LC-1.0
10/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1 1
1 1UPDATES TO PARKING LOT3/30/23
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
814 of 835
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

LIMIT OF WORK

LIMIT OF WORK
X X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X XX X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X
X
X
X
X
X
X
X

X X X X X X X X X X X X X X X X X X
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X
20'
20'
27'
27'

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

THE REDLANDS MILL (OFFICE SPACE)
X X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X XX X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X
TYP.
6 29
4 21
12 22
17 36
37 35
12 34
8TYP.
3 12
933
11 PBPBPBPBPBPBC
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
30 TYP.

TYP.

P.A.
3 3839
1 40
41 1
1042
42 16
42 44
P.A.

P.A.

P.A.
1 P.A.

P.A.
47 17
TYP.
33 46
P.A.

TYP.
37TYP.
22 BEGIN
13A
13B
12 PB
C
C
C
C
13A
P.A.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING WALL.

PROPERTY LINE

RIGHT-OF-WAY

SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

PERVIOUS CONCRETE PARKING LOT PAVING. SEE
CIVIL PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

INTEGRAL COLOR STAMPED VEHICULAR PAVING.

RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

WHEEL STOP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

EXISTING TREE TO REMAIN, PROTECT IN PLACE.

ZERO HEIGHT, 8" WIDE CONCRETE HEADER. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE CURB TO REMAIN, SEE CIVIL
PLANS FOR ADDITIONAL INFOMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

SCORE JOINT.

EXPANSION JOINT.

TRAIL SIGN.

TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:

YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

EXISTING CHAINLINK FENCE ON RETAINING WALL TO
REMAIN; PROTECT IN PLACE.

EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.
1 3
4 6
8 9
10 11
12 13A
13B
16 17
21 22
CONSTRUCTION LEGEND LC-1.1
X
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.

PHONE: (866) 744-6652.

TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.

COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.

LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.

COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2

THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.

ACCESSIBLE PARKING LOADING ZONE, STRIPING, AND
PAINTED CURB. COLOR: BLUE. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

ACCESSIBLE PARKING SIGNAGE. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

EXISTING PARKING STRIPING TO REMIAN. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

NEW PARKING STRIPING, TYPICAL. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.

UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.

CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.

SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.

FUTURE TRANSFORMER LOCATION.
29 30
33 34
35 36
37 38
39 40
41 42
44 PB
C

SYMBOLDESCRIPTIONDETAILSYMBOLDESCRIPTIONDETAIL
CONCRETE STAIRS. COLOR TO MATCH CONCRETE 7/LC-2.0
PAVING.

HANDRAIL IN CURB.8/LC-2.0
PLANTING AREA. SEE PLANTING PLAN.
46 47
48P.A.

Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
20 X X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.

Redlands Blvd.

MATCHLINE SEE SHEET LC-1.2

LANDSCAPE CONSTRUCTION PLAN
LC-1.1
11/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1 1UPDATES TO PARKING LOT3/30/23
1 1
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
815 of 835
ZANJA CHANNEL;

NOT IN SCOPE

LIMIT OF WORK

X X X X X

LIMIT OF WORK
A B
B
B
B
B
B
A A
A
A
A

XXXXXXXX
XXX
XXX
10'20'
25'
25'
20'
20'
25'
25'
S.P.R.R.

C
S.P.R.R.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;

NOT IN SCOPE

X X X X XX X X X X

LIMIT OF WORK

LIMIT OF WORK
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P.A.

SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

VEHICULAR CONCRETE PAVING. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

PERVIOUS CONCRETE PARKING LOT PAVING. SEE
CIVIL PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
1 2
3 4
CONSTRUCTION LEGEND LC-1.2
4 29
30 7
28 6
22 18
22 20
19 17
29 24
24 30
33 12
7 P.A.

P.A.

P.A.
3 8TYP.
1 PB
CC
TYP.

PB
PB
PB
PB
PB
TYP.

TYP.

C
C
C
C
31 38
39 15
15 32
42 1
41 40
2 14
38 TYP.
45 BEGIN
45END
TYP.
35 17
22 39
23BEGIN
23END
22 END TYP.
19 13A
13B
1 1
5 5

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY.

LIMIT OF WORK AT
EXISTING FENCE.

TOP OF SLOPE. CONTRACTOR TO

TAKE CARE NOT TO ENCROACH

BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT HINGE POINT
LC

RIGHT-OF-WAY

TREE BUFFER, NO
TREES WITHIN 14'

OF CHANNEL
9TH ST.

WHEEL STOP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

SCORE JOINT.

EXPANSION JOINT.

MONUMENT SIGN.4/LC-2.1

PEDESTRIAN CROSSING SIGNAGE, SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:

YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
42" HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-2.1
AND RAIL FENCING, 3-RAIL. FENCE TO FEATURE

REMOVABLE POSTS & RAILS FOR CHANNEL
MAINTENANCE ACCESS.

EXISTING ELECTRICAL POLE TO REMAIN; PROTECT IN
PLACE.

EXISTING LIGHT POLE TO REMAIN; PROTECT IN PLACE.

EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.

EXISTING FENCING TO BE RELOCATED. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

TOP OF SLOPE / HINGE POINT, NO WORK TO BE DONE
INSIDE CHANNEL.

REMOVABLE BOLLARD. MODEL 400-36/S-1SL BY 3/LC-2.0
DUMOR. COLOR TO BE FOREST GREEN.

PHONE (800) 598-4018.
8 12
13A
13B
14 15
17 18
19 20
22 23
24 28
X
X
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.

PHONE: (866) 744-6652.

TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.

COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.

LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.

DRAIN PIPE, SEE GRADING PLANS FOR ADDITIONAL
INFORMATION.

EXISTING CULVERT TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE.

COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2

THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.

ACCESSIBLE PARKING SIGNAGE. SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.

UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.

CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.

SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.

RELOCATED K-RAIL. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.
29 30
31 32
33 35
38 39
40 41
42 45
PB
C

SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

VEHICULAR CONCRETE PAVING. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

PERVIOUS CONCRETE PARKING LOT PAVING. SEE
CIVIL PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION.

INTEGRAL COLOR STAMPED VEHICULAR PAVING.

RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CONCRETE PAVERS. MODEL GRAN PIETRA 80MM BY 2/LC-2.0
ORCO PAVING STONES. COLOR: ORCOTTA. PATTERN:

RANDOM ASHLAR. PHONE (951)-685-8498. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
1 2
3 4
5 6
7 CONSTRUCTION LEGEND LC-1.2

SYMBOLDESCRIPTIONDETAIL
CONSTRUCTION LEGEND LC-1.2

SYMBOLDESCRIPTIONDETAIL
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS
21 MATCHLINE SEE SHEET LC-1.3
MATCHLINE SEE SHEET LC-1.1
X X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.

Redlands Blvd.

LANDSCAPE CONSTRUCTION PLAN
LC-1.2
12/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1UPDATES TO PARKING LOT3/30/23
1 1
1 1
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/2310
Redlands Regular Meeting 11-21-23
816 of 835
CHURCH ST.

ZANJA CHANNEL;NOT IN SCOPE

LIMIT OF WORK

LIMIT OF WORK
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
BB
B
B
B
B
26'27'
30'44'
17'16'
30'
30'
S.P.R.R.

S.P.R.R.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE

2.0% MAX.
10:1 MAX.
3:1 MAX.
4" MIN.

1.0% MIN.

2.0% MAX.
12'

STABILIZED
PATH1.0% MIN.
7'-6"

LANDSCAPE
5'
SWALE
4" MIN.
5'16'

LANDSCAPE
15'-6"
SWALE
6" MIN.

DEPTH

2.0% MAX.
10:1 MAX.
3:1 MAX.
4" MIN.

1.0% MIN.

2.0% MAX.
12'

STABILIZED
PATH1.0% MIN.
7'-6"

LANDSCAPE
5'
SWALE
4" MIN.
5'16'

LANDSCAPE
15'-6"
SWALE
6" MIN.

DEPTH
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
TYP.
5'
4 6
7 1
30 291
27 18
22 25
4 17
22 24
18 24
26 33
PB
PB
PB
PB
PB
PB
TYP.

TYP.
38 39
15 32
31 4
43 42
41 40
12 12
5 LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK AT EXISTING FENCE.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF
WORK TO BE AT HINGE POINT.

TOP OF SLOPE. CONTRACTOR TO

TAKE CARE NOT TO ENCROACH

BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.

RIGHT-OF-WAY

SYMBOLDESCRIPTIONDETAIL
4" THICK PEDESTRIAN CONCRETE PAVING. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE. PROTECT IN PLACE. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.

INTEGRAL COLOR STAMPED VEHICULAR PAVING.

RANDOM ASHLAR STONE BY SCOFIELD. COLOR C-21
ADOBE TAN WITH A-25 LA CRESTA BROWN ANTIQUE
RELEASE. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CONCRETE PAVERS. MODEL GRAN PIETRA 80MM BY 2/LC-2.0
ORCO PAVING STONES. COLOR: ORCOTTA. PATTERN:

RANDOM ASHLAR. PHONE (951)-685-8498. SEE CIVIL
PLANS FOR ADDITIONAL INFORMATION.
6" RAISED CONCRETE CURB. SEE CIVIL PLANS FOR
ADDITIONAL INFORMATION.

PEDESTRIAN CROSSING SIGNAGE, SEE CIVIL PLANS
FOR ADDITIONAL INFORMATION.

TRUNCATED DOME DETECTABLE WARNING, CAST IN
PLACE WARNING SURFACE. ARMOR TILE. COLOR:

YELLOW. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.
42" HIGH PRESSURE TREATED DOUGLAS FIR POST 1/LC-2.1
AND RAIL FENCING, 3-RAIL. FENCE TO FEATURE

REMOVABLE POSTS & RAILS FOR CHANNEL
MAINTENANCE ACCESS.

EXISTING CHAINLINK FENCE TO REMAIN, PROTECT IN
PLACE.
1 4
6 7
12 15
17 18
22 CONSTRUCTION LEGEND LC-1.3

TOP OF SLOPE / HINGE POINT, NO WORK TO BE DONE
INSIDE CHANNEL.

GATEWAY MONUMENT SIGN WITH PRESSURE 1/LC-2.3
TREATED HEAVY TIMBER TRELLIS. STONE VENEER
COLOR: DC RANCH. AVAILABLE THROUGH KRC ROCK
OR APPROVED EQUAL. PHONE: (800) 572-7625.

BOULDERS. AVAILABLE THROUGH SOUTHWEST 2/LC-2.2
BOULDER AND STONE OR APPROVED EQUAL. PHONE:
(877) 792-7625.

INTERPRETIVE SIGNAGE PANEL.2/LC-2.1
ALUMINUM DOG STATION. MODEL: 1003-L 4/LC-2.0
(POST/SIGN/DISPENSER) BY DOGIPOT PET STATION.

PHONE: (866) 744-6652.

TRASH RECEPTACLE. MODEL: 3/LC-2.1
QR-CAL2436W-HOOVER19 WITH HOOVER LID BY QCP.

COLOR TO BE `LATTE` WITH CRAFTSMAN ETCH FINISH.

LID COLOR TO BE BROWN. GRAFFITI COATING PER
SPECS. PHONE: (866) 703-3434.

DRAIN PIPE, SEE GRADING PLANS FOR ADDITIONAL
INFORMATION.

EXISTING CULVERT TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE.

COBBLE. SIZE: 4"-8". COLOR: SANTA FE. AVAILABLE 1/LC-2.2

THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. PHONE: (877) 792--7625.

PULL BOX FOR FUTURE LIGHTING, INSTALL PER CITY 5/LC-2.0 STANDARD.

UNDERGROUND CONDUIT FOR FUTURE LIGHTING, 6/LC-2.0
INSTALL PER CITY STANDARD.
24 25
26 27
29 30
31 32
33 38
39 B
A
PB
C
CURB RAMP. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

CURB AND GUTTER. SEE CIVIL PLAN FOR ADDITIONAL
INFORMATION.

SEE CIVIL DRAWING FOR ROW AND VEHICULAR
IMPROVEMENT AREAS.

IRRIGATION METER. SEE IRRIGATION PLANS AND CIVIL
PLANS FOR ADDITIONAL INFORMATION.
40 41
42 43

SYMBOLDESCRIPTIONDETAILSYMBOLDESCRIPTIONDETAIL
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS
22 MATCHLINE SEE SHEET LC-1.2
X X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.

Redlands Blvd.

LANDSCAPE CONSTRUCTION PLAN
LC-1.3
13/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
817 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
23 DG PAVING WITH SOIL STABILIZER (SEE
SPECIFICATIONS) TO BE PLACED IN TWO (2) EQUAL
LAYERS. ROLL EACH LAYER SEPARATELY TO 95% MIN.

COMPACTION.
1 ADJACENT MOW CURB OR CONCRETE PAVING,
PER PLANS.
12" DEPTH COMPACTED SUBGRADE TO MIN. 95%
COMPACTION.
2 3
NOTES:

A. SEE CONSTRUCTION PLAN FOR DECOMPOSED
GRANITE PAVING TYPE AND MANUFACTURER.

B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

C. CONTRACTOR TO PROVIDE 3' X 3' MOCK UP IN FIELD

FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION.

D. SEE ALSO SPECIFICATIONS FOR ADDITIONAL
INFORMATION.

STABILIZED TRAIL SURFACE
6" ROLLED TRAIL TRANSITION EDGE.4
LEGEND:

FINISH GRADE: 1" BELOW FINISH SURFACE OF
TRAIL WHEN ADJACENT SOFTSCAPE.
5 SECTION-ROLLED EDGE
4 1
3 12"

WIDTH VARIES
(SEE PLAN)
6"
2"
5 7"
12 12"
3 WIDTH VARIES
(SEE PLAN)FLUSH WITH ADJACENT
CONCRETE PAVING, TYP.

SECTION-ADJACENT HARDSCAPE
7"
1 1
5 7

PAVER OVER CONCRETE BASE
PAVER OR ADA DETECTABLE WARNING TILE.

SEE CONSTRUCTION LEGEND FOR TYPE.
1 CONCRETE BASE PER CHART BELOW
2 THICKENED EDGE, OR ADJACENT PAVING

PER PLAN
3 BASE PER CHART
4 5
SOIL SUBGRADE PER CHART6
7 4
3 JOINT SAND

CONCRETE BASE BASE SUBGRADE
6" MIN. WITH
#4 REBAR @ 18"
O.C. EA. WAY
6" MIN. CLASS
2 AGGREGATE
BASE
12" COMPACT VEHICULAR
NOTES:

A. SEE CIVIL PLANS FOR ADDITIONAL
INFORMATION.

B. CONTRACTOR TO PROVIDE

SAMPLE OF PAVER FOR

APPROVAL PRIOR TO
INSTALLATION.

C. CONTRACTOR TO INSTALL PER

MANUFACTURER'S
RECOMMENDATION.
2 HIGH STRENGTH MORTAR;
TO BE LATICRETE 254 PLATINUM OR APPROVED
EQUAL. PAVERS TO BE BACK BUTTERED AND
SET TO ACHIEVE 100% CONTACT BETWEEN THE
PAVER AND MORTAR BED AND FREE OF VOIDS.
6 2
1 LEGEND:
6"
MAKE
FLUSH
2 REMOVABLE BOLLARD
36"
42"
36"
18" SQ.

DETAIL OF BOLLARD

WITH SLEEVE

DETAIL OF CAP

WITH SLEEVE
10 7
8" Ø
2 1
3 4
5 6
7 4
18" SQ.
8 6
9 10
10 11
10 7
8" Ø
1/4" X 3/4" STL BAR1
STL. HINGE2
WELDED CAP3
4" SCH 40 STL PIPE (4 1/2" O.D.)4
1/4" X 2" TAB FOR LOCKING DEVICE W/ 5/8"
DIA. HOLE (LOCK BY OTHER)
5 5" OD X 3/16" W. STL. TUBE FOR SLEEVE6
1/4" THK STL PLATE7
(2) 1/4" THK. X 4 1/4" DD RUBBER WASHERS8
1/2" X 3" S.STL. BTN. SKT. HD. CAP SCREW

W/ WASHER AND COTTER PIN
9 ADJACENT PAVING PER PLAN10
3/8" SQ STL BAR11
LEGEND:

NOTES:

A. INSTALL PER MANUFACTURERS

RECOMMENDATIONS
B. PAD-LOCK SUPPLIED BY OWNER
C. STEEL MEMBERS COATED WITH

ZINC RICK EPOXY THEN FINISHED

WITH POLYESTER POWDER

COATING
3 36"
42"
3 PET STATION

PET WASTE

TRANSMITS

DISEASE

LEASH AND

CLEAN UP

AFTER YOUR
PET

PLEASE KEEP

THIS AREA CLEAN

PLEASE CLEAN UP
AFTER YOUR DOG!
6'-6"
1"
12"8.5"
36"
10"
3 2
1 4
5 DOGIPOT DISPENSER.

ITEM 1002. 15.5"(H) X

9.4"(W) X 3.25"(D) .08

GAUGE ALUMINUM,
400 BAG CAPACITY.

STEEL TRASH

RECEPTACLE WITH
LID. ITEM 1206 23"(H)
X 11.5"(W), 10 GAL.

CAPACITY.

GALVANIZED STEEL
MOUNTING POST.

ITEM 1301. 2"X2"X8'

CONCRETE FOOTING
DOGIPOT PET SIGN.

ITEM 1203/1204. 18" X

11.5", .63 GAUGE

ALUMINUM, FOREST

GREEN ON WHITE
1 2
3 4
5 LEGEND:
4 LANDSCAPE CONSTRUCTION DETAILS
LC-2.0
14/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
3" MIN.
6" MIN.
6" MIN.
18"+ DIAMETER

OF PIPE
1" MIN. 6" MIN.
4"
12"
18" MIN.
6" MIN.

PIPING CONTROL WIRE

IMPORTED TOPSOIL OR

AMMENDED NATIVE SOIL

FINISHED GRADE

NATIVE SOIL FREE OF ROCKS
AND DEBRIS 3" OR GREATER

TRENCH MARKER

SAND BEDDING MATERIAL

IRRIGATION MAINLINE
2-WIRE PATH IN 1-1/2" CONDUIT

IRRIGATION LATERAL LINE
NOTES:

1. TRENCH MARKER SHALL BE A 3" WIDE

CONTINUOUS METALLIC PLASTIC

STRIP ABOVE THE MAINLINE AND
DIRECT BURIAL CONTROL WIRES.

2. ALL PIPE AND CONTROL WIRE UNDER

PAVEMENT SHALL BE INSTALLED IN A
P.V.C. SLEEVE PER THE IRRIGATION
SPECIFICATIONS.

3. BACKFILL MATERIAL SHALL BE

COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.

4. SLEEVES SHALL BE 2x DIAMETER OF
PIPE OR WIRE BUNDLE DIAMETER.

5. SLEEVES SHALL EXTEND 12" BEYOND

CURB OR EDGE OF HARDSCAPE
PAVING, TYPICAL.
4"

IN LINE DRIP TUBING
(IF APPLICABLE - SEE

IRRIGATION LEGEND)
91 2
3 4
5 7
8 6
1 2
3 4
5 6
7 8
9 6" MIN.
6 NTS

LIGHTING PULL BOX
LEGEND:

SEE NOTES
1 2
3 4
5 CONCRETE PULL BOX. AVAILIABLE
THROUGH BROOKS PRODUCTS.

PHONE: (909) 947-7470. TYPE: #36.
1 FINISH GRADE.2
PEA GRAVEL, 6" MIN.3

PROVIDE EYS CONDUIT SEALS AT
ALL STUBS.
4 CONDUIT, SEE SITE PLAN FOR
LOCATION.
5 NOTE:

A. TOP OF JUNCTION BOX SHALL BE
SET 2" ABOVE GRADE AT SHRUB/

PLANTING AREAS AND FLUSH TO

GRADE AT LAWN AREAS
12"
20"
S2-MI8-95
5 HANDRAIL
NOTES:

ADJACENT PAVING (SEE LANDSCAPE
CONSTRUCTION PLAN).
1 2HANDRAIL. FLAT BAR STEEL. 1/4" THICK X 1.5"
WIDE. PAINTED BRONZE.CONFIRM FINAL COLOR
WITH LANDSCAPE ARCHITECT.
3SUBGRADE COMPACTED TO 95% RELATIVE
COMPACTION PER GEOTECH REPORT.
4FINISH GRADE PER CIVIL PLANS.
5 6
LEGEND:
3'-0" TYP.

CROSS SECTION
EXPANSION JOINT. SEE DETAIL 3/LC-2.2
7 10"
A. ALL METAL TO BE GALVANIZED STEEL INSIDE AND OUT.

B. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO ELIMINATE ANY SHARP EDGES.

C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO FABRICATION.

D. PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT. ALL METAL SURFACES SHALL RECEIVE 2 COATS METAL PRIMER AND 2 COATS EXTERIOR GRADE METAL PAINT.

E. ALL RADII SHALL BE SMOOTH.

F. ALL EXPOSED METAL TO BE PAINTED WITH 2 COATS OF RUST RESISTANT PRIMER AND 2 COATS FINAL COLOR.

G. POST SPACING NOT TO EXCEED 5' O.C. POSTS SHOULD BE POSITIONED AT ALL CORNERS AND ENDS OF RAILING. 8" MIN.
3" MIN.

CONCRETE FOOTING. 3-1/2" DIA. CORE IN

TURNDOWN FOR POST FOOTING, FILL WITH
HIGH-STRENGTH EPOXY. ALLOW NO PONDING OF
WATER. CAN BE CONTIGOUS POUR WITH STAIRS.
1/2" RADIUS ON ALL EDGES TYPICAL.
2 3
7 1
3'-0"

PER PLAN

STAIR SECTION
1 2
3 6
3"
R2"
44 5
4 CENTER
3"
ABOVE

SURFACE
81/4" X 3" STD. STEEL WHEEL GUIDE
WELDED @ POST. PAINTED.
8 8
8 STAIRS WITH HANDRAILS
NOTES:

ADJACENT PAVING (SEE LANDSCAPE
CONSTRUCTION PLAN).
1 2HANDRAIL. FLAT BAR STEEL. 1/4" THICK X 1.5"
WIDE. PAINTED BRONZE.
3SUBGRADE COMPACTED TO 95% RELATIVE
COMPACTION PER GEOTECH REPORT.
4FINISH GRADE PER CIVIL PLANS.
5CONCRETE STAIRS 520-C-2500. SLOPE TREADS
1/4" FOR POSITIVE DRAINAGE.
6 LEGEND:
3'-0" TYP.

CROSS SECTION

EXPANSION JOINT PER PLAN, SEE DETAIL
2/ LC-2.2.
7 10"
A. ALL METAL TO BE GALVANIZED STEEL INSIDE AND OUT.

B. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO ELIMINATE ANY SHARP EDGES.

C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO FABRICATION.

D. PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT.

E. ALL RADII SHALL BE SMOOTH.

F. ALL STAIR SETS AND RAILINGS SHALL COMPLY WITH CBC TITLE 24, SECTION 1133B.

G. ALL EXPOSED METAL TO BE PAINTED WITH 2 COATS OF RUST RESISTANT PRIMER AND 2 COATS FINAL COLOR. 8" MIN.
3" MIN.
3" MIN.
8 9
10 CONCRETE FOOTING. 3-1/2" DIA. CORE IN

TURNDOWN FOR POST FOOTING, FILL WITH
HIGH-STRENGTH EPOXY. ALLOW NO PONDING OF
WATER. CAN BE CONTIGOUS POUR WITH STAIRS.
11 3" STAIR BORDER WITH (4) 1/4" GROOVES AT
3/4" ON CENTER TYPICAL ALL STAIR TREADS
AND UPPER APPROACH. STAIN BORDER WITH
CONTRASTING COLOR PER CBC TITLE 24.

SECTION 1133B.4.5. COORDINATE WITH
LANDSCAPE ARCHITECT FOR STAIN COLOR.
1/2" RADIUS ON ALL EDGES TYPICAL.
12 #3 REBAR HORIZONTAL AT EACH STAIR TREAD.
#4 REBAR AT 12" ON CENTER TYPICAL.
#4 REBAR AT 24" ON CENTER TYPICAL.
2 37
4 12
11 8"
6"
3'-0"
12"
LEVEL
12"
PER

PRECISE

GRADING
PLAN
5" MIN.
6" 3" CLR.

STAIR SECTION
16"
1 2
3 5
6 6
8 9
10 11
12 11
6"
12" LEVEL
TREAD
WIDTH
6"
7 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
818 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
24 30"
24"
30°
4 6
3 2
24" x 36" INTERPRETIVE SIGN(S)

PER CONSTRUCTION LEGEND

AND SPECIFICATIONS

2.5" DIA. STEEL DOUBLE POST

INGROUND FRAMELESS

PEDESTAL MOUNT FASTENERS,

AND ALL BRACKETRY TO BE

POWDERCOATED SEMIGLOSS

FOREST GREEN THROUGH
'ENVIROSIGNS' OR EQUAL

CONCRETE FOOTING - SIZE AS

INDICATED - POST SHALL HAVE
10" MIN. EMBEDMENT, WITH
4" MIN. CLR. FROM CONCRETE
PAVING. CROWN FOOTING FOR

POSITIVE DRAINAGE

ADJACENT DG OR CONCRETE
PAVING. SEE CONSTRUCTION
PLANS

FINISH GRADE
COMPACT SOIL SUBGRADE (95%
MIN.)
3" MULCH LAYER
14"
8"
5"
A. CONTRACTOR TO PROVIDE SHOP DRAWINGS

INCLUDING APPROPRIATE FASTENERS AND

SAMPLES OF ALL MATERIAL USED, TO

LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO FABRICATION.

B. CONTRACTOR SHALL COORDINATE WITH
ENVIROSIGNS (1-888-492-5377) OR APPROVED

EQUAL FOR MANUFACTURE INTERPRETIVE
PANELS AND POST (S).

C. THE CHARACTERS AND BACKGROUND OF

SIGNS SHALL BE EGGSHELL, MATTE FINISH
(OR OTHER NON-GLARE). PHOTOS AND
IMAGES TO BE FULL COLOR.

D. DISPLAYED WRITTEN AND GRAPHIC

MATERIALS(SIGNS) MUST BE LEGIBLE AS

DEPENDENT ON THE CONTRAST,

REFLECTIVITY, LIGHTING, ANGLE OF VISION,
AND SIZE.

E. SIGNAGE DESIGN: TBD
F. FINAL DESIGN FOR EACH PANEL SHALL BE

PROVIDED BY LANDSCAPE ARCHITECT IN HIGH
RESOLUTION DIGITAL FORMAT. SEE ALSO
SPECIFICATIONS.

G. SIGN SHALL COMPLY WITH VISUAL
CHARACTERS (CBC 11B-216.1, 11B-216.3)
1 5
1 2
3 4
5 6

INTERPRETIVE POST & SIGN
7 SAMPLE TEXT HERE. SAMPLE TEXT HERE. SAMPLE
TEXT HERE. SAMPLE TEXT HERE. SAMPLE TEXT
HERE. SAMPLE TEXT HERE. SAMPLE TEXT HERE.

SAMPLE TEXT HERE. SAMPLE TEXT HERE. SAMPLE
TEXT HERE. SAMPLE TEXT HERE. SAMPLE TEXT
HERE. SAMPLE TEXT HERE. SAMPLE TEXT HERE.

SAMPLE TEXT HERE. SAMPLE TEXT HERE.

SAMPLE TEXT HERE. SAMPLE TEXT HERE. SAMPLE
TEXT HERE. SAMPLE TEXT HERE. SAMPLE TEXT
HERE. SAMPLE TEXT HERE. SAMPLE TEXT HERE.
12" MIN.

ELEVATION
7 LEGEND:NOTES:

SECTION
4"
MAX
2 A. ALL FENCE POSTS AND RAILS SHALL BE REMOVABLE
FOR PURPOSES OF MAINTENANCE OPERATIONS.

B. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR

APPROVAL PRIOR TO INSTALLATION
C. ALL WOOD FOR RAIL FENCE TO BE PRESSURE
TREATED.

D. END POST SHALL BE TERMINAL POST.

E. ALL STEEL SLEEVES AND MOUNTING PLATES TO BE
GALVANIZED AFTER FABRICATION.
8' MAX.
4 12"
24" TYP.
6" DIA. PT DOUGLAS FIR POST. END POSTS TO HAVE
HOLES ON ONE SIDE ONLY.
1 8' X 3.5" DIA. RAILS; PT DOUGLAS FIR RAILS WITH
TAPERED ENDS TO MEET HOLES.
2 95% COMPACTED SUBGRADE3

REMOVABLE POST & RAIL WOOD FENCE
CONCRETE FOOTING WITH POST SLEEVE4
LEGEND:

ELEVATION
48"
6"
1 2

RAIL REMOVAL SLOT ROUTERED INTO POST ON ONE
SIDE OF EACH POST.
5 16"
16"
10"
RAIL

REMOVAL
SLOT
5 1
7 6
9 8
4 4" DIA. X 1/8" THICK GALVANIZED STEEL MOUNTING
PLATE WITH PIPE DOWEL. PIPE DOWEL TO BE
AFFIXED TO MOUNTING PLATE WITH FILLET WELD.
6 (4) GALVANIZED STEEL SCREWS. MOUNT STEEL PLATE
AND DOWEL TO BOTTOM OF FENCE POST. HEADS TO
BE FLUSH WITH STEEL PLATE. FENCE POST WITH
AFFIXED DOWEL TO BE PLACED IN FOOTING SLEEVE.
7 3/4" DIA. GALVANIZED STEEL PIPE DOWEL, FILLET
WELD TO STEEL MOUNTING PLATE (O.D. 1.05 IN)
8 1-1/4" DIA. GALVANIZED STEEL SLEEVE. (I.D. 1.38 IN)
CAST INTO CONCRETE FOOTING.
9 9
8 18"
12"
18"
24"
3 1

SEE FOOTING

ENLARGEMENT

REMOVABLE POST

FOOTING ENLARGEMENT
6"
6" DEPTH GRAVEL DRAIN ROCK10 10
NOTES:
1 ELEVATION
COMPACTED SUBGRADE PER SOILS REPORT5
4 3
23 GAL. PLASTIC LINER2
1 FINISHED GRADE
6ADJACENT PAVING PER PLANS
72" DRAIN HOLE
Ø 20" INSIDE DIA.

Ø 26" LID

TRASH RECEPTACLE WITH HOVER LID

TRASH RECEPTACLE PER CONSTRUCTION

LEGEND & PLANS
PLAN

HOVER LID WITH SECURITY STEEL CABLE

AND TAMPER PROOF BOLT, COLOR BROWN
3'

4.5"

1.5"Ø1'-5"
Ø1'-4"
Ø 18"
Ø 2'-0"
Ø2'-2"
2 1
3 4
6 5
7 Ø 24" TRASH

RECEPTACLE

HOVER LID SUPPORTS
LEGEND:

NOTES:

A. CONTRACTOR SHALL COORDINATE

WITH MANUFACTURER FOR DELIVERY

OF TRASH RECEPTACLES, AND SHALL

INSTALL PER MANUFACTURERS
RECOMMENDATIONS.

B. WHEN INSTALLED IN DECOMPOSED
GRANITE, PROVIDE 4" DEPTH
CONCRETE PAD AT A MIN 22"

DIAMETER FOOTING
3 LANDSCAPE CONSTRUCTION DETAILS
LC-2.1
15/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

MONUMENT SIGN
6"
1'-4"
2'-7" SQ.

SECTION
4 5
6 7
8 10
11 PLAN
3" 7
8 1
NOTES:

1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS

FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR
TO FABRICATION.
9 LEGEND:

NATURAL STONE VENEER1
ENAMEL PLAQUE WITH ZANJA IMAGE. EPOXY
IN PLACE.
2 3
MORTAR SETTING BED4

FINISH CAP SURFACE FOR POSITIVE

DRAINAGE AND PREVENT PONDING
5 CONCRETE FOOTING6
24" SQUARE COLUMN, 8"x8"x16" CMU BLOCK.

SOLID FILL BLOCKS & COLUMN INTERIOR
7 #5 REBAR, VERTICAL AT EACH CORNER WITH

STANDARD HOOKS INTO FOOTING
8 #3 REBAR TIE AT 8" O.C.9
ADJACENT FINISHED GRADE10
COMPACTED SUBGRADE AT 95%11
GROUT WITH 6x6 W2.1 WELDED WIRE MESH
WITH MIN 1 1/2" CLEAR COVER
12 3
(4) #5 REBAR BOTTOM EACH WAY, EVENLY SPACED
WITH 3" MINIMUM CLEAR ABOVE COMPACTED BASE
12 9
2'
2'
1 2'

ENAMEL PLAQUE ENLARGEMENT & SECTION
1 2
3 7
1 2

CONTRACTOR TO

SELECT STONES

WITH STRAIGHT

NATURAL EDGES

AROUND ENAMEL
SIGN.

CONTRACTOR

SHALL NOT SAW

CUT STONE

VENEER TO FIT

AROUND ENAMEL
SIGN
4 4'-6"
1 2
PERSON AT 6'-0"
2'-6"

ELEVATION
2'
4 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
819 of 835
A
B
BB
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
25 A. LINE SWALE CENTER WITH MIXED COBBLES 4"
MINIMUM SIZE, PER PLAN. PROVIDE HIGHER
CONCENTRATION OF COBBLES AROUND INLETS.

VEGETATED SWALE
1 COBBLE AROUND PLANTING AT

CENTER OF SWALE, PER PLAN
2 3
4 NATIVE SOIL5
6 PLANTING IN SWALE CENTER,

PER PLANTING PLAN

PLANTING ON SIDE SLOPES,

PER PLANTING PLAN
NOTES:

D. SEE PLANTING PLAN FOR SWALE
PLANTING SCHEDULE.

C. SWALE TO HAVE MINIMUM 3" MULCH

COVER WHERE COBBLE COVER IS NOT
PROVIDED.

ADJACENT MATERIAL PER PLAN
B. SEE PLAN FOR COBBLE LOCATIONS.

LEGEND:
4" MIN
2 SIDE SLOPE
VARIES

TREE PER PLANTING PLAN
3 4
5 6
VARIES

PER PLAN
1 1
NEW TREES, TYP.

LANDSCAPE CONSTRUCTION DETAILS AND SPECS
LC-2.2
16/28
2/3
1/3
VARIES

BOULDER
1 18" HIGH BOULDER SEAT WALL TYPE:
'SURFACE SELECT'. AVAILABLE

THROUGH

SOUTHWEST BOULDER AND STONE
OR APPROVED EQUAL.

APPROXIMATE SIZES:

A - 4'X5'
B - 3'X3'
1 2

ADJACENT DG PAVING PER

CONSTRUCTION PLAN
2 3
FINISHED GRADE3
4 SLOPE CONDITION WHERE OCCURS

ON PLAN
4 ADJACENT PLANTING AREA5
6 COMPACTED SUBGRADE TO 95%

RELATIVE COMPACTION
6 A. BOULDERS SHALL BE INSTALLED

SO THAT NO ROCKING WILL
OCCUR. ANY ROUGH OR

JAGGED EDGES SHALL BE
GROUND SMOOTH.

B. BURY BOULDERS BY 1/3 HEIGHT
NOTES:

PLANSCALE: 1" = 10'

SECTION
LEGEND
5 2
1 2

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

CONSTRUCTION SPECIFICATIONS
PART 1 GENERAL

1.1 PREINSTALLATION MEETINGS
A. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.

1.2 GENERAL CLEANUP
A. THE SITE SHALL BE KEPT CLEAN AND FREE OF DEBRIS THROUGHOUT THE INSTALLATION.

EMPTY BARRELS, SACKS, BAGS AND REMNANT MATERIALS SHALL BE STORED OR DISPOSED DAILY IN A PROPER CONTAINER OR LEGAL MANNER.

B. AFTER COMPLETION OF THE ENTIRE PROJECT, THE SITE SHALL HAVE A GENERAL CLEANUP

REMOVING ALL DEBRIS REMAINING ON THE SITE THAT IS NOT A PART OF THE FINAL PROJECT.

1.3 WARRANTY: IN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORK

SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES.

CONCRETE
PART 1 GENERAL

1.1 SUMMARY
A. SECTION INCLUDES CONCRETE PAVING, INCLUDING THE FOLLOWING:

1. CONCRETE WALKS AND PAVING

2. COLORED CONCRETE PAVING

3. CONCRETE MOW CURBS

4. CONCRETE BANDING

5. FOOTINGS

1.2 SUBMITTALS
A. DESIGN MIXTURES: FOR EACH CONCRETE PAVING MIXTURE. INCLUDE ALTERNATE DESIGN

MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.

B. QUALIFICATION DATA: FOR QUALIFIED READY-MIX CONCRETE MANUFACTURER AND TESTING AGENCY.

C. MATERIAL CERTIFICATES: FOR THE FOLLOWING, FROM MANUFACTURER:

1. CEMENTITIOUS MATERIALS.

2. STEEL REINFORCEMENT AND REINFORCEMENT ACCESSORIES.

3. FIBER REINFORCEMENT.

4. ADMIXTURES.

5. CURING COMPOUNDS.

6. APPLIED FINISH MATERIALS.

7. BONDING AGENT OR EPOXY ADHESIVE.

8. JOINT FILLERS.

D. MOCKUPS: BUILD MOCKUPS FOR EACH TYPE OF PRODUCT, INGREDIENT, OR ADMIXTURE REQUIRING COLOR SELECTION. BUILD MOCKUPS OF FULL-THICKNESS SECTIONS OF CONCRETE PAVING TO DEMONSTRATE TYPICAL JOINTS; SURFACE FINISH, TEXTURE, AND COLOR; CURING; AND STANDARD OF WORKMANSHIP. BUILD MOCKUPS OF CONCRETE

PAVING IN THE LOCATION AND OF THE SIZE INDICATED OR, IF NOT INDICATED, BUILD MOCKUPS WHERE DIRECTED BY ARCHITECT AND NOT LESS THAN 24 INCHES BY 24 INCHES.

PART 2 PRODUCTS

2.1 MATERIALS
A. ACI PUBLICATIONS: COMPLY WITH ACI 301UNLESS OTHERWISE INDICATED.

B. STEEL REINFORCEMENT:

1. STEEL WELDED-WIRE REINFORCEMENT: ASTM A 1064/A 1064M, FABRICATED AS-DRAWN FROM STEEL WIRE INTO FLAT SHEETS.

2. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60; DEFORMED.

3. JOINT DOWEL BARS: ASTM A 615/A 615M, GRADE 60 PLAIN-STEEL BARS. CUT BARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS.

4. TIE BARS: ASTM A 615/A 615M, GRADE 60; DEFORMED.

C. CONCRETE MATERIALS -CEMENTITIOUS MATERIALS: USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF SAME TYPE, BRAND, AND SOURCE THROUGHOUT PROJECT:

1. PORTLAND CEMENT: ASTM C 150/C 150M, GRAY PORTLAND CEMENT TYPE I OR TYPE II.

2. FLY ASH: ASTM C 618, CLASS C OR CLASS F.

3. SLAG CEMENT: ASTM C 989/C 989M, GRADE 100 OR 120.

D. NORMAL-WEIGHT AGGREGATES: ASTM C 33/C 33M, UNIFORMLY GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE.

1. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT.

E. EXPOSED AGGREGATE: SELECTED, HARD, AND DURABLE; WASHED; FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO CEMENT OR THAT CAUSE STAINING; FROM A SINGLE SOURCE, WITH GAP-GRADED COARSE AGGREGATE.

F. AIR-ENTRAINING ADMIXTURE: ASTM C 260/C 260M.

G. CHEMICAL ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND TO CONTAIN NOT MORE THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL.

1. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A.

2. RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE B.

3. PLASTICIZING AND RETARDING ADMIXTURE: ASTM C 1017/C 1017M, TYPE II.

H. COLOR PIGMENT: ASTM C 979/C 979M, SYNTHETIC MINERAL-OXIDE PIGMENTS OR COLORED WATER-REDUCING ADMIXTURES; COLOR STABLE, NONFADING, AND RESISTANT TO LIME AND OTHER ALKALIS.

2.2 CONCRETE MIXTURES
A. PREPARE DESIGN MIXTURES, PROPORTIONED ACCORDING TO ACI 301, FOR EACH TYPE AND

STRENGTH OF NORMAL-WEIGHT CONCRETE, AND AS DETERMINED BY EITHER LABORATORY TRIAL MIXTURES OR FIELD EXPERIENCE.

PART 3 EXECUTION

3.1 EDGE FORMS AND SCREED CONSTRUCTION
A. SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDES TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT.

3.2 STEEL REINFORCEMENT INSTALLATION
A. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT.

B. INSTALL WELDED-WIRE REINFORCEMENT IN LENGTHS AS LONG AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH, AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS IN EITHER DIRECTION.

3.3 JOINTS
A. GENERAL: FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE TO LINE, WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE.

CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED.

1. WHEN JOINING EXISTING PAVING, PLACE TRANSVERSE JOINTS TO ALIGN WITH PREVIOUSLY PLACED JOINTS UNLESS OTHERWISE INDICATED.

B. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF

PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING TERMINATES AT ISOLATION JOINTS.

1. CONTINUE STEEL REINFORCEMENT ACROSS CONSTRUCTION JOINTS UNLESS OTHERWISE INDICATED. DO NOT CONTINUE REINFORCEMENT THROUGH SIDES OF PAVING STRIPS UNLESS OTHERWISE INDICATED.

2. PROVIDE TIE BARS AT SIDES OF PAVING STRIPS WHERE INDICATED.

3. DOWELED EXPANSION JOINTS: INSTALL DOWEL BARS AND SUPPORT ASSEMBLIES AT JOINTS WHERE INDICATED. LUBRICATE OR COAT WITH ASPHALT ONE-HALF OF DOWEL LENGTH TO PREVENT CONCRETE BONDING TO ONE SIDE OF JOINT.

3.4 CONCRETE PLACEMENT
A. COMPLY WITH ACI 301 REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE.

B. DO NOT ADD WATER TO CONCRETE DURING DELIVERY OR AT PROJECT SITE. DO NOT ADD WATER TO FRESH CONCRETE AFTER TESTING.

C. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOVE CONCRETE INTO PLACE.

D. CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT TO TRANSVERSE JOINTS WITH AN INTERNAL VIBRATOR. KEEP VIBRATOR AWAY FROM JOINT ASSEMBLIES, OR SIDE FORMS. USE ONLY SQUARE-FACED SHOVELS FOR HAND SPREADING AND CONSOLIDATION.

CONSOLIDATE WITH CARE TO PREVENT DISLOCATING REINFORCEMENT, DOWELS AND JOINT DEVICES.

E. SCREED PAVING SURFACE WITH A STRAIGHTEDGE AND STRIKE OFF.

F. COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIES TO IMPART AN

OPEN-TEXTURED AND UNIFORM SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEEDWATER APPEARS ON THE SURFACE. DO NOT FURTHER DISTURB CONCRETE

SURFACES BEFORE BEGINNING FINISHING OPERATIONS OR
G. FINISHES

1. MEDIUM-TO-FINE-TEXTURED BROOM FINISH: DRAW A SOFT-BRISTLE BROOM ACROSS

FLOAT-FINISHED CONCRETE SURFACE, PERPENDICULAR TO LINE OF TRAFFIC, TO PROVIDE A UNIFORM, FINE-LINE TEXTURE.

2. GRACE TOP CAST FINISH PER PLANS

3. LITHOCRETE FINISH PER PLANS

3.5 CONCRETE PROTECTION AND CURING
A. BEGIN CURING AFTER FINISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE.

3.6 PAVING TOLERANCES
A. COMPLY WITH TOLERANCES IN ACI 117.

3.7 FIELD QUALITY CONTROL
A. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.

B. TESTING SERVICES: TESTING AND INSPECTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C 172/C 172M SHALL BE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS:

1. TESTING FREQUENCY: OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 100 CU. YD.

OR FRACTION THEREOF OF EACH CONCRETE MIXTURE PLACED EACH DAY. a. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE

COMPRESSIVE-STRENGTH TESTS FOR EACH CONCRETE MIXTURE, TESTING SHALL BE

CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED.

2. SLUMP: ASTM C 143/C 143M; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE

SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE.

3. COMPRESSION TEST SPECIMENS: ASTM C 31/C 31M; CAST AND LABORATORY CURE ONE SET OF THREE STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE.

4. COMPRESSIVE-STRENGTH TESTS: ASTM C 39/C 39M; TEST ONE SPECIMEN AT SEVEN DAYS AND TWO SPECIMENS AT 28 DAYS.
a. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE STRENGTH

FROM TWO SPECIMENS OBTAINED FROM SAME COMPOSITE SAMPLE AND TESTED AT 28 DAYS.

C. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF AVERAGE OF ANY

THREE CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED

COMPRESSIVE STRENGTH AND NO COMPRESSIVE-STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI.

D. TEST RESULTS SHALL BE REPORTED IN WRITING TO ARCHITECT, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF

COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND

NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTING

AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS.

3.8 REPAIR AND PROTECTION
A. REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION. REMOVE WORK IN

COMPLETE SECTIONS FROM JOINT TO JOINT UNLESS OTHERWISE APPROVED BY ARCHITECT.

B. MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL. SWEEP PAVING NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS.
-END OF SECTION-
B.
6 NOTES:

A.
3 4
5 5
4 CONCRETE PAVING1
2 3
1 2
1/4" FELT EXPANSION JOINT
1/2" X 12" LONG SPEED DOWEL AT
36" ON CENTER MAX., ONE SIDE

WITHIN SLEEVE FOR MOVEMENT AT
ALL EXPANSION JOINTS.

LEGEND:

COMPACTED SUBGRADE AT 95%

RELATIVE COMPACTION PER GEOTECH
REPORT
7SCORE LINE, SAW CUT AT 1/2 INCH

DEPTH TYPICAL
7 EXPANSION / CONTROL JOINT
3/16 RADIUS - 1/4" DEPTH TOOLED
EDGE

POLYURETHANE SEALANT
'SONNEBORN' SL-2 SLOPE

GRADE - CONFORM TO ASTM
C920 TYPE M - GRADE T

SEE LANDSCAPE CONSTRUCTION PLAN

FOR EXPANSION JOINT LOCATIONS

AT A MINIMUM PROVIDE EXPANSION
JOINTS FOR EVERY 400 SF OF

CONTIGUOUS CONCRETE PAVING
SECTION6
C.SAND DRESS ALL EXPANSION JOINTS.

COLOR TO MATCH ADJACENT CONCRETE.

PROVIDE SAMPLE OF SEALANT WITH SAND
APPLIED FOR APPROVAL.
3 DESIGN CRITERIA

1. DESIGN BUILDING CODE2022 CALIFORNIA BUILDING CODE

2. RISK CATEGORYII

3. SEISMIC DESIGN CRITERIA:
a. SEISMIC IMPORTANCE FACTOR, Ie1.00
b. SPECTRAL RESPONSE PARAMETER, SS1.742
c. SPECTRAL RESPONSE PARAMETER, S10.699
d. SITE CLASSD
e. DESIGN SHORT PERIOD ACCELERATION, SDS1.394
f. DESIGN 1-SEC ACCELERATION, SD1-
g. SEISMIC DESIGN CATEGORYD

4. WIND DESIGN CRITERIA:
a. BASIC WIND SPEED96 MPH
b. WIND EXPOSUREC

FOUNDATION

1. THE STRUCTURE WILL BE LOCATED ENTIRELY ON UNDISTURBED NATIVE SOIL. IF THE

BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY

BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGIC

REPORT, AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED.

2. THE ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN IS 1,500 PSF FOR GRAVITY LOADS AND 2,000 PSF FOR LOADS WHICH INCLUDE WIND OR SEISMIC LOADING ASSUMING CLASS 5 FOUNDATION MATERIAL PER TABLE 1806.2 OF THE 2022 CALIFORNIA BUILDING CODE:

REINFORCED CONCRETE

1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI.

2. MIX DESIGN REQUIREMENTS: MAXIMUM SLUMP SHALL BE 4" (MAXIMUM SLUMP OF 7" SHALL BE PERMITTED AFTER INTRODUCTION OF A WATER-REDUCING ADMIXTURE); MAXIMUM AGGREGATE SIZE SHALL BE 1"; MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45.

3. ALL REINFORCING STEEL AND DOWELS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

4. CURING: CONCRETE SHALL BE MAINTAINED AT A MINIMUM TEMPERATURE OF 50 DEGREES

FAHRENHEIT AND IN A MOST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. CURING SHALL BE PERFORMED IN ACCORDANCE WITH OF THE METHODS PRESCRIBED IN ACI 308. SEE SPECIFICATIONS FOR COMPLETE CURING REQUIREMENTS.

CONCRETE MASONRY

1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS IN CONFORMANCE WITH ASTM C90, f'm = 1500 PSI.

2. MORTAR SHALL BE TYPE S IN CONFORMANCE WITH ASTM C270.

3. GROUT SHALL CONFORM TO ASTM C476, AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. GROUT SHALL HAVE AN ADMIXTURE TO REDUCE SHRINKAGE.

4. ALL CELLS SHALL BE SOLID GROUTED.

5. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT.

REINFORCING STEEL

1. NON-WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60.

WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A706.

2. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY A.W.S. QUALIFIED WELDERS IN CONFORMANCE WITH A.W.S. D.14 USING E90 SERIES ELECTRODES UNLESS OTHERWISE NOTED ON DRAWINGS.

3. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS:

CONCRETE CAST AGAINST EARTH 3"
FORMED CONCRETE EXPOSED TO EARTH 2"
CONCRETE EXPOSED TO WEATHER 2"

4. BAR LAP SPLICE LENGTHS FOR BARS INSTALLED IN CONCRETE SHALL BE 48 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE DRAWINGS.

5. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.

SPECIAL INSPECTION AND TESTING

1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2022 CALIFORNIA BUILDING CODE AND AS SUMMARIZED BELOW. THE OWNER SHALL EMPLOY A SPECIAL INSPECTION AGENCY APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. COPIES OF

ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD, AND CITY BUILDING OFFICIAL IN A TIMELY MANNER.

2. THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO, AND NOT A

SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR.

3. CONTINUOUS INSPECTION SHALL BE PROVIDED DURING THE PERFORMANCE OF WORK REQUIRING SPECIAL INSPECTION , UNLESS OTHERWISE NOTED. WHEN WORK IN MORE THAN

ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED

SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT

BE CONTINUOUSLY OBSERVED, IT SHALL BE THE RESPONSIBILITY OF THE AGENT TO

EMPLOY A SUFFICIENT NUMBER OF SPECIAL INSPECTORS TO ASSURE THAT ALL WORK IS CONTINUOUSLY INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS.

4. THE SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE CITY OF REDLANDS TO PERFORM THE CATEGORY OF SPECIAL INSPECTION SPECIFIED.

5. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST TWO (2) WORKING DAYS PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION.

6. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR

CONSTRUCTION OF ITEMS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN: (1) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; (2) ACKNOWLEDGEMENT THAT

CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; (3) PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION; (4) THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE SPECIAL INSPECTION REPORTS; AND (5)

IDENTIFICATION AND QUALIFICATIONS OF THE PERSON OR PERSONS EXERCISING SUCH CONTROL AND THEIR POSITION IN THE ORGANIZATION.

STRUCTURAL NOTES:

Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
820 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS
26 7'
2'-9"
PERSON AT 6'-0"
4'-6" SQ.

SECTION
3'-6"
PLAN
NOTES:

A.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND

MATERIAL SAMPLES TO LANDSCAPE ARCHITECT FOR

APPROVAL PRIOR TO FABRICATION OF PLAQUE AND
MONUMENT.

B.CONTRACTOR SHALL COORDINATE WITH LANDSCAPE

ARCHITECT TO OBTAIN DIGITAL ARTWORK FILE FOR
FABRICATION. ELEVATION FACING 9TH STREET
3'-6" 12'
1' TYP.

ENLARGEMENT
1'
6"
6"
12"
6"
7" TYP.
12"
8"
1'-4"
6"
3'
2'

GATEWAY SIGN
5 6
7 1
1 3
4 8
9 10
11 12
13 20'
13 14
15 16
17 13
1 9
8 2'
6" 7" TYP. 1' TYP.
8"
8" 2'
3'-6"2'
PLAN
EQ.

EQ.
15 16 147
PLAN
1' TYP.

C
1' TYP.
13 L32"
9'

AT FINISH GRADEAT FINISH GRADE
CL
6"
3"
2 6"

ENAMEL PLAQUE ENLARGEMENT & SECTION
1 2

CONTRACTOR TO

SELECT STONES

WITH STRAIGHT

NATURAL EDGES

AROUND ENAMEL
SIGN.

CONTRACTOR

SHALL NOT SAW

CUT STONE

VENEER TO FIT

AROUND ENAMEL
SIGN
LEGEND:
1 2
3 4

FINISH CAP SURFACE FOR POSITIVE DRAINAGE AND

PREVENT PONDING
5 CONCRETE FOOTING6
7 #3 REBAR TIE AT 8" O.C.8
(4) #5 REBAR, VERTICAL AT EACH CORNER WITH STANDARD

HOOKS INTO FOOTING
9 ADJACENT FINISHED GRADE10
COMPACTED SUBGRADE AT 95% PER SOILS REPORT11
(6) #5 REBAR AT EACH WAY, EVENLY SPACED TOP AND BOTTOM
WITH 3" MINIMUM CLEAR ABOVE COMPACTED BASE
12 8" X 8" ROUGH SAWN REDWOOD, NO. 1 GRADE13
12" X 6" X 1'-8" LONG ROUGH SAWN REDWOOD, NO. 1 GRADE14 6" X 6" X 2'-8" LONG ROUGH SAWN REDWOOD, NO. 1 GRADE,
NOTCH 1" AND FASTEN TO BEAM WITH WOOD GLUE AND 1/2"
DIAMETER HOT-DIPPED GALVANIZED ASTM A307 LAG
SCREW WITH 4" MINIMUM EMBEDMENT INTO ITEM 16
15 12" X 6" X 20'-0" LONG ROUGH SAWN REDWOOD, NO. 1 GRADE16 (2) 1" DIAMETER HOT-DIPPED GALVANIZED ASTM A307

THRU-BOLT WITH HOT-DIPPED GALVANIZED PLATE

WASHERS AND NUTS
17 1

NATURAL STONE VENEER
2 GRANITE PLAQUE WITH ENGRAVED AND PAINTED TEXT.
2-1/2" CAPITALS & 2" HT. LARGE TEXT, FONT 'FELIX TITLING.' 3 4: DESCRIPTIVE TEXT, FONT 'CALIFORNIA FB.'
1 2" FUNDING TEXT, FONT 'CALIFORNIA FB.'
EPOXY IN PLACE.SEE DETAIL 3/LC-2.2
4 MORTAR SETTING BED
3 GROUT WITH 6X6 W2.1 WELDED WIRE MESH
7 24" SQUARE COLUMN, 8"X8"X16" CMU BLOCK SOLID FILL

BLOCKS AND COLUMN INTERIOR
CMU
6x6 W2.1 WELDED WIRE MESH
GROUT
3/16" x 2" TAPCON SCREW

HOHMANN & BARNARD HDG
345-BT FLEXIBLE TIE (3/16" TIE
DIA) @ 16" MAX HORIZONTAL AND
24" MAX VERTICAL SPACING
(VARY LENGTHS TO ENGAGE

WELDED WIRE MESH)

GROUT ANCHOR ENLARGEMENT & SECTION
1 LANDSCAPE CONSTRUCTION DETAILS
LC-2.3
17/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
821 of 835

SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAIL
HUNTER MP CORNER PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH CHECK

VALVE, PURPLE CAP, PRESSURE REGULATED
TO 30 PSI, MP ROTATOR NOZZLE.

T=TURQUOISE ADJ ARC 45-105 ON PRS30 BODY.

HUNTER MP STRIP PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH FACTORY

INSTALLED CHECK VALVE, RECLAIMED BODY
CAP, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE. LST=IVORY LEFT STRIP,
SST=BROWN SIDE STRIP, RST=COPPER RIGHT
STRIP ON PRS30 BODY.

HUNTER MP1000 PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH CHECK

VALVE, PURPLE CAP, PRESSURE REGULATED
TO 30 PSI, MP ROTATOR NOZZLE. M=MAROON
ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270
ARC, O=OLIVE 360 ARC ON PRS30 BODY.

HUNTER MP2000 PROS-12-PRS30-CV-R 30
SHRUB ROTATOR, 12" POP-UP WITH FACTORY

INSTALLED CHECK VALVE, RECLAIMED BODY
CAP, PRESSURE REGULATED TO 30 PSI, MP
ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210,
G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS30 BODY.

HUNTER RZWS-18-CV 30
18" LONG RZWS WITH INSTALLED .50GPM
BUBBLER, CHECK VALVE, 1/2" SWING JOINT FOR
CONNECTION TO 1/2" PIPE
RAIN BIRD 1804-NP-1300AF FLOOD 30
FLOOD BUBBLER 4.0" POP-UP, WITH A PA-80
ADAPTER. WITH NON-POTABLE PURPLE CAP.

SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAIL
RAIN BIRD XCZ-150-PRB-COM

HIGH FLOW CONTROL ZONE KIT, FOR LARGE
COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE
WITH TWO 1" PRESSURE REGULATING (40PSI)
QUICK-CHECK BASKET FILTERS. FLOW RANGE:
15-40GPM.INSTALL WITH LEMA 1600 HE AND
30-921/ 30-926 SOLAR SOLENOID ADDAPTOR.

RAIN BIRD MDCFPCAP

DRIPLINE FLUSH VALVE PURPLE CAP IN
COMPRESSION FITTING COUPLER. FOR
NON-POTABLE WATER USE.

NETAFIM 65ARIA075
3/4" MALE PIPE THREAD GUARDIAN AIR/VACUUM
RELIEF VENT. INSTALL IN SUBSURFACE
SYSTEMS. ON SLOPING TERRAIN TO PREVENT
COLLAPSING OF PIPES. UV RESISTANT.

MAXIMUM PRESSURE: 150 PSI.

AREA TO RECEIVE DRIPLINE
NETAFIM TLRW-06-18 (18)

TECHLINE RW LANDSCAPE DRIPLINE WITH

PURPLE STRIPE FOR NON-POTABLE WATER
APPLICATIONS. 0.6GPH EMITTERS AT 18.0" O.C.

DRIPLINE LATERALS SPACED AT 18.0" APART,

WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. DESIGNED FOR RECLAIMED WATER
USE ONLY.

SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAIL

RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW

FLOW OPERATING CAPABILITY, GLOBE
CONFIGURATION. WITH PRESSURE

REGULATING MODULE, AND SCRUBBER

TECHNOLOGY FOR RELIABLE PERFORMANCE IN
DIRTY WATER IRRIGATION APPLICATIONS.

INSTALL WITH LEMA 1600 HE AND 30-921/ 30-926
SOLAR SOLENOID ADDAPTOR.

NELSON 7645
1" BRASS QUICK COUPLER VALVE WITH ACME

THREADS FOR SLOW FLOW CONTROL, WITH

LOCKING RUBBER COVER AND PURPLE CAP
WITH RECLAIMED WATER WARNING.

GRISWOLD ISOLATOR BV
BRASS DWS VALVE WITH BALL VALVE. SIZES
1/2" THROUGH 2-1/2", SAME SIZE AS IRRIGATION
LINE. 100 MESH STAINLESS STEEL STRAINER

AND PACKING GLAND BALL VALVE ARE IDEAL
FOR DIRTY WATER APPLICATIONS.
7/LI-2.1
1/LI-2.0
6/LI-2.1
2/LI-2.0
4/LI-2.0
7/LI-2.0
5/LI-2.0
5/LI-2.1
7/LI-2.1
2/LI-2.1
NIBCO T-113-K
LINE SIZE GATE SHUT-OFF VALVE-CLASS 125

BRONZE WITH PURPLE CROSS HANDLE, SAME

SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4" - 3"
GRISWOLD 2030KRE 1-1/2"
1-1/2" LOW POWER SOLENOID, NORMALLY
CLOSED MASTER VALVE. PURPLE HANDLE FOR
RECLAIMED WATER WITH EPOXY COATING.

CAST IRON AND BRONZE MATERIAL. NPT END
CONNECTION. INSTALL WITH LEMA 1600 HE AND
30-921 SOLAR POWER SOLENOID ADDAPTOR.

FEBCO 825YA 2"

REDUCED PRESSURE BACKFLOW PREVENTER

WITH SMOOTH TOUCH STRONGBOX STAINLESS
STEEL ENCLOSURE BY V.I.T. PRODUCTS, INC.

MODEL: SBBC-45SS & CR.

DIG LEIT XRC28
28 STATION SOLAR POWERED CONTROLLER

PLUS MV/P WITH LEIT MULTI-PRO REMOTE
HANDSET. INSTALL WITH AND MCOLXL 51”

MOUNTING COLUMN, LEIT KEY, AND SKIT RAIN
SENSOR ADAPTOR. ALL REMOTE CONTROL

VALVES AND MASTER VALVE TO BE INSTALLED
WITH LEMA 1600HE MICROPOWER SOLENOID

AND SOLENOID ADAPTOR PER MANUFACTURER
RECOMMENDATIONS. AVAILABLE THROUGH DIG
CORPORATION (800)-322-9146.

WATER METER 1-1/2"
METER LOCATION: CHURCH STREET
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
AND CLASS 315
PIPE SLEEVE: PVC SCHEDULE 40
C
2/LI-2.1
3/LI-2.1
3/LI-2.0
1/LI-2.1 1-1/2"
6/LI-2.0

SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAIL
27 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 75 PSI AT CITY METER. SYSTEM IS DESIGNED FOR POTABLE WATER WITH 'PURPLE' COMPONENTS FOR FUTURE RECYCLED WATER CONVERSION. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE OWNER'S REPRESENTATIVE.

WATER COMPANY: MUED (CITY OF REDLANDS MUNICIPAL UTILITIES & ENGINEERING DPT) PHONE: (909) 798-7698
ELECTRICAL UTILITY: SCE (SOUTHERN CALIFORNIA EDISON)
PHONE: (800) 655-4555

2. CONTRACTOR WILL BE RESPONSIBLE FOR ANY CITY BUILDING PERMITS OR ENCROACHMENT EASEMENT PERMITS NECESSARY FOR WORK.

3. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES.

4. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATIC ALLY FOR CLARITY. LOCATE ALL PIPING, VALVES,

AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB,

TYPICAL

5. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE RESIDENT

ENGINEER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.

6. EXISTING AUTOMATIC IRRIGATION CONTROLLER TO BE UPGRADED TO 200 STATION. CONTRACTOR TO UPGRADE WITH ASSISTANCE FROM IRRIGATION CONTROLLER CONSULTANT NOTED ON PLAN. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF ALL FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. CONTRACTOR TO ENSURE SERVICE TO EXISTING PLANTING AREAS IS CONTINUAL DURING UPGRADE.

7. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED.

8. USE TWO WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS.

9. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED TWO HUNDRED FEET (200') IN LENGTH.

WIRE SPLICES SHALL BE MADE IN PULL BOXES OR CONTROL VALVE BOXES ONLY.

10. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS.

11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS.

12. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE.

13. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL IRRIGATION SHOWN ON DRAWINGS WHEN IN-FIELD

OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSION INTERFERE WITH PLAN LAYOUT. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY.

14. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. BEFORE THE TIME

OF FINAL INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE PRINTS TO A SET OF REPRODUCIBLE DRAWINGS, PROCURED FROM THE CITY. ALL WORK SHALL BE NEAT AND LEGIBLE.

15. INSTALL IRRIGATION HEADS IN SHRUB AREAS 1" MIN. FROM WALKS AND HARDSCAPE AREAS.

16. LATERAL LINE END RUNS SHALL BE 3/4" UNLESS OTHERWISE NOTED.

17. ALL CONTROL VALVES SHALL BE MANIFOLD AND GROUPED IN GENERAL AREAS SHOWN ON THE PLAN.

VALVES SHALL BE LOCATED IN PLANTING AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS, OR PAVING AREAS AND SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS AND TRAIL.

18. CONTRACTOR SHALL INSTALL A SPARE CONTROL WIRE AT EACH VALVE MANIFOLD LOCATION UNLESS OTHERWISE NOTED ON THE PLAN. PULL WIRE INTO VALVE BOX AND COIL FOR FUTURE USE.

19. IRRIGATION LINES SHALL BE INSTALLED IN PLANTING AREAS WHERE EVER FEASIBLE AND WITHIN 12" OF PLANTING AREA EDGES UNLESS SHOWN OTHERWISE.

20. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION.

CONTROL VALVE BOXES SHALL BE LABELED CONSECUTIVELY 1,2,3,ETC QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV"
STUB OUT BOXES SHALL BE LABELED "SO"
EXTRA CONTROL WIRE BOXES SHALL BE LABELED "LVW"
FLOW SENSING CABLE BOXES SHALL BE LABELED "COM"

21. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.

22. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE PRIOR TO ANY TRENCHING OPERATIONS

TO DISCUSS TRENCHING OPERATIONS AROUND TREES AND PLANT MATERIAL TRIMMING REQUIREMENTS.

23. IF NEEDED; ONLY A LICENSED CERTIFIED ARBORIST WILL BE ALLOWED TO TRIM EXISTING PLANT MATERIAL PRIOR TO COMMENCEMENT OF TRENCHING OPERATIONS NEAR TREES. CONTRACTOR SHALL GIVE CONSTRUCTION MANAGER TWO WEEKS NOTICE PRIOR TO TRENCHING.

24. WHERE TRENCHING NEAR TREE ROOTS, TAKE EXTREME CAUTION.

NOTIFY CITY LANDSCAPE INSPECTOR WHEN TRENCHING OPERATIONS HAVE SEVERED TREE ROOTS GREATER THAN THREE INCHES IN DIAMETER.

25. CONTRACTOR TO BACKFILL AND COMPACT TRENCHES. TOP 4" OF TRENCH BACKFILL SHALL BE WITH AMENDED TOPSOIL. GRADE TRENCH LINES TO MATCH GRADE WITH SURROUNDING PLANTING AREAS.

26. CONTRACTOR SHALL REMOVE AND DISCARD DAILY ALL PIPING DISTURBED DURING TRENCHING OPERATION.

Know what'sbelow.
before you dig.Call
R

AT LEAST TWO DAYS

BEFORE YOU DIG
NOTES:

1. ALL PROPOSED TREES TO RECEIVE BUBBLER
IRRIGATION. ALL PROPOSED SHRUB AREAS TO
RECEIVE DRIP IRRIGATION.

2. THE PROJECT IS CONNECTED TO A POTABLE WATER

SOURCE, BUT CITY REQUEST TO PROVIDE 'PURPLE'

COMPONENTS FOR FUTURE RECYCLED WATER
SYSTEM IF / WHEN IT WILL BE MADE AVAILABLE.

1. ALL ON-SITE IRRIGATION IMPROVEMENTS SHOWN ON THESE PLANS ARE PART OF A NON-POTABLE WATER DISTRIBUTION SYSTEM. NO CONSTRUCTION WILL BE ALLOWED UNTIL ALL APPROVALS HAVE BEEN OBTAINED.

2. CROSS CONNECTIONS BETWEEN POTABLE AND NON-POTABLE WATER LINES ARE STRICTLY PROHIBITED.

3. USE OF NON-POTABLE WATER SHALL ADHERE TO CURRENT RULES, REGULATIONS AND SPECIFICATIONS OF THE CITY.

4. UNLESS OTHERWISE DIRECTED BY THE CITY, A 4-FOOT HORIZONTAL AND 1-FOOT

VERTICAL SEPARATION BETWEEN POTABLE WATER AND CONSTANT PRESSURE NON-POTABLE WATER LINES SHALL BE MAINTAINED AT ALL TIMES. THE POTABLE LINES SHALL BE INSTALLED ABOVE THE NON-POTABLE LINES.

5. WHERE POTABLE LINES AND CONSTANT PRESSURE NON-POTABLE WATER LINES CROSS,

THE NON-POTABLE WATER LINE SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE. THE SLEEVE SHALL EXTEND 10-FEET ON EITHER SIDE OF THE POTABLE LINE, FOR A TOTAL OF 20-FEET.

6. A MINIMUM VERTICAL SEPARATION OF 12 INCHES SHALL BE MAINTAINED BETWEEN UTILITIES AT ALL TIMES.

7. HOSE BIBS ARE STRICTLY PROHIBITED ON NON-POTABLE WATER SYSTEMS.

8. ALL SPRAY HEADS, VALVE BOXES, AND A MINIMUM OF TWO QUICK COUPLER VALVES, ONE

AT THE FURTHEST POINT OF CONNECTION, SHALL BE CLEARLY COLOR CODED (PURPLE) TO INDICATE THE USE OF NON-POTABLE WATER.

9. NON-POTABLE WATER LINES SHALL NOT CROSS ROADS, STREETS, OR EASEMENTS UNLESS SPECIFICALLY SHOWN ON THESE PLANS.

10. ALL PRESSURE LINES SHALL BE TESTED WITH HYDROSTATIC PRESSURE AS REQUIRED IN

THE CITY STANDARD SPECIFICATIONS AND ALL NON-PRESSURE LINES SHALL BE TESTED WITH THE EXISTING STATIC LINE PRESSURE. NO LEAKS SHALL BE ALLOWED.

CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. THESE TESTS

SHALL BE WITNESSED BY A REPRESENTATIVE OF THE CITY WHICH WILL INCLUDE THE DESIGNATED CITY CONSTRUCTION INSPECTOR AT A MINIMUM.

11. PRIOR TO SITE ACCEPTANCE, A CROSS-CONNECTION SHUTDOWN TEST WILL BE

CONDUCTED BY THE CITY

12. PRIOR TO ENERGIZING THE ON-SITE SYSTEM WITH WATER, ONE (1) COMPLETE SET OF LAMINATED CONTROLLER CHARTS SHALL BE PROVIDED TO THE CITY.

13. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT, SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS “NON-POTABLE WATER USED FOR IRRIGATION” WITH A:
“DO NOT DRINK SYMBOL” WITH WORDS IN ENGLISH AND SPANISH. ALONG WITH A SYMBOL OF THE CITY. WITH WHITE LETTERS AT LEAST 1 INCH HIGH ON A PURPLE, PANTONE 512 BACKGROUND. THE SIGN SHALL BE PLACED IN INTERVALS AS DESIGNATED BY THE CITY

AND IN AREAS READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.

14. THE CONTRACTOR SHALL ENSURE ALL SPRINKLER HEADS ARE ADJUSTED FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT CAUSE OVERSPRAYS, PONDING, OR RUNOFF SHALL BE ELIMINATED. ADJUST AND DESIGN SYSTEMS TO AVOID THESE CONDITIONS.

15. FAILURE TO COMPLY WITH THE CITY'S RULES AND REGULATIONS IS A VIOLATION AND

COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN.

16. WHEN NON-POTABLE WATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR SHALL

BE DESIGNATED IN WRITING AND ATTEND A RECYCLED WATER SITE SUPERVISOR TRAINING THROUGH A CITY APPROVED TRAINING COURSE. THIS INDIVIDUAL SHALL BE

FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS

OF BACKFLOW/CROSS CONNECTION PROTECTION, APPLICABLE RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A NON-POTABLE WATER SYSTEM.

17. BEST MANAGEMENT PRACTICES SHALL BE USED TO ENSURE NON-POTABLE WATER USER

SITE COMPLIANCE AND SHALL INCLUDE, BUT NOT LIMITED TO, ELIMINATING OR CONTROLLING PONDING, RUN-OFF, OVER-SPRAY AND MISTING.

18. NON-POTABLE WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE

ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES).

19. SIGNS SHALL BE POSTED AT LEAST 4' FEET FROM THE GROUND IN A LOCATION THAT IS VISIBLE TO THE PUBLIC, IN A SIZE NO LESS THAN 6 INCHES WIDE BY 8 INCHES TALL, THAT INCLUDE THE FOLLOWING WORDING : "NON-POTABLE WATER IN USE - DO NOT DRINK - WASH HANDS AFTER CONTACT" IN BOTH ENGLISH AND SPANISH. EACH SIGN SHALL DISPLAY AN INTERNATIONAL SYMBOL FOR “DO NOT DRINK”. EXAMPLE SIGNAGE PROVIDED BELOW. REQUEST FOR A VARIANCE SHALL BE APPROVED PRIOR TO INSTALLATION.

20. UPON FINAL ACCEPTANCE, ANY FUTURE MODIFICATIONS TO THE IRRIGATION SYSTEM MUST BE APPROVED BY THE CITY PRIOR TO THE START OF CONSTRUCTION.

21. ALL APPURTENANCES AND PIPING MUST BE INSTALLED PER REQUIREMENTS OF THE CITY OF REDLANDS RECYCLED WATER GUIDELINES.

22. PHYSICAL SEPARATIONS SHALL BE PROVIDED BETWEEN AREAS OF IRRIGATION WITH NON-POTABLE WATER AND ANY ADJACENT POTABLE WATER USE. SEPARATION SHALL BE

IN THE FORM OF CONCRETE MOW CURB, FENCES, OR EQUIVALENT AS APPROVED BY THE CITY OF REDLANDS.

23. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE MAINS AND ANY AUXILIARY WATER SOURCES, MUST BE SHOWN ON PLANS.

24. AS BUILT LANDSCAPE PLANS WILL BE PROVIDED TO THE CITY ALONG WITH A PDF AND THE COMPLETION AND ACCEPTANCE OF THE PROJECT.

25. A SYMBOLS AND ABBREVIATIONS LEGEND IS INCLUDED AND FOLLOWS INDUSTRY STANDARDS AND ALL ITEMS ARE CLEARLY IDENTIFIABLE AND LABELED. (SEE EXAMPLE

PROVIDED BELOW)
GENERAL IRRIGATION NOTES:CITY OF REDLANDS NON-POTABLE WATER NOTES:IRRIGATION EQUIPMENT LEGEND:

IRRIGATION LEGEND AND NOTES
LI-1.0
18/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

NON-POTABLE WATER SIGNAGE EXAMPLE
PHOTO COURTESY OF:
https://www.google.com/search?q=RECYCLED+WATER+SIGN
&hl=en&sxsrf=ACYBGNRNwWGNASCzqw54bEqkriiH5haXdg:
1576796981667&source=lnms&tbm=isch&sa=X&ved=2ahUKE
wi3jea_6sLmAhUQvJ4KHasqDNUQ_AUoAXoECAwQAw&biw=
1920&bih=969#imgrc=1lXhbF47-qOSoM:

SYMBOLS AND

ABBREVIATIONS

EXAMPLE
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
822 of 835
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

LIMIT OF WORK

LIMIT OF WORK
X X

X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X
X
X
X
X
X
X
X

X X X X X X X X X X X X X X X X X X
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X
20'
20'
27'
27'
1 34.6 112"
2 17.6 112"
3 13.2 112"
4 10.5 112"
2" " 1
" 1 " 1 " 1
" 1
4 11"
4 11"
4 11"4 11"
" 1
4 11" "14 11"
2"
2 11"
4 11"
" 1" 1
" 1
" 1
4 11"

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING WALL

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING WALL LC

RIGHT-OF-WAY

PROPERTY LINE

THE REDLANDS MILL (OFFICE SPACE)
28 X X
X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

MATCHLINE SEE SHEET LI-1.2

IRRIGATION PLAN
LI-1.1
19/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
823 of 835
9TH ST.

ZANJA CHANNEL;

NOT IN SCOPE

LIMIT OF WORK

LIMIT OF WORK
X X
X X X

LIMIT OF WORK
X X
X X X
A B
B
B
B
B
B
A A
A
A
A
X
X
X
X
X
X

X X X X X X X X X X

X X X X X

XXXXXXXX
XXX
XXX
10'
20'
25'
25'
20'
20'
25'
25'

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;

NOT IN SCOPE
X X
X X X

LIMIT OF WORK

LIMIT OF WORK
4 11"
2 11"
5 24.2 112"
6 30.4 112"
7 19.3 112"
" 1
8 4.78 112"
" 1
" 1
" 1
" 1
" 1
4 11"
" 1
" 1
4 11"
4 11"
2 11"
2 11"
"1
2 11"
"1
" 1" 1
" 1
" 1
" 1
" 1
2 11"
" 1
" 1
" 1" 1
" 1
"1
" 1
" 1
" 1

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING FENCE

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING FENCE

RIGHT-OF-WAY
LC
NUMBERMODELSIZETYPEGPMPSIPSI @ POC
1RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE34.57 37.3 66.1 2RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER17.6 38.1 55.9
3RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER13.2 40.3 56.3
4RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE10.51 17.8 32.9 5RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER24.2 34.7 54.7
6RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY30.4 34.7 58.2 7RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY19.33 35.1 53.1 8RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE4.78 15.5 29.6 9RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER46.2 35.6 63.1
10RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER48.4 40.5 63.8
11RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY29.57 36.5 53.0 12RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY31.07 39.3 56.2 13RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY11.6 35.2 49.3 14RAIN BIRD PESB-PRS-D 1-1/2" SHRUB ROTARY30.22 39.3 56.1 15RAIN BIRD PESB-PRS-D 1-1/2"BUBBLER15.4 35.5 50.1

VALVE SCHEDULE
29 MATCHLINE SEE SHEET LI-1.1
MATCHLINE SEE SHEET LI-1.3
X X
X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

IRRIGATION PLAN
LI-1.2
20/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
1UPDATES TO PARKING LOT3/30/23
1 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
824 of 835
10'5'-6"
SBCFCD R.O.W.

DG PATH

LANDSCAPE

SWALELANDSCAPE

2.0% MAX.
10:1 MAX.
3:1 MAX.
12'2'-6"
7'-3"
SWALE
3'-5"
LAND
SCAPE
4" MIN.

1.0% MIN.
2'-9"

2.0% MAX.
12'

STABILIZED
PATH1.0% MIN.
7'-6"

LANDSCAPE
5'
SWALE
4" MIN.
5'16'

LANDSCAPE
15'-6"
SWALE
6" MIN.

DEPTH
ZANJA CHANNEL;NOT IN SCOPE
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
BB
B
B
B
B
CHURCH ST.

SUNKIST FOOTHILL GROVES
(PACKING PLANT)
ZANJA CHANNEL;NOT IN SCOPE
2 21"
C

INSTALL RAIN SENSOR

CLEAR OF TREE DRIP LINE

ADJACENT TO FENCE FOR

PROTECTION
P.O.C
2 21"
2" 2"
9 46.2 112"
2 11"
2 21"
2"
2"
2"
4 11"
" 1
" 1
4 11"
4 11"
4 11"
4 11"
" 1
10 48.4 112"
11 29.6 112"
12 31.1 112"
13 11.6 112"
14 30.2 112"
2"
" 1
4 11"
" 1
" 1
2"
4 11"
2 11"
"1
2 11"
2 11"
2 11"
4 11"
" 1
" 1
4 11"
2 11"
2"
2"
2"

EXTEND SLEEVE

FOR FUTURE

IRRIGATION

CONNECTION
"1
" 1
2 21"
" 1
4 11"
" 1
4 11"
2 11"
15 15.4112"
4 11"
2 11"
" 1
2 11"
2"
4 11" " 1
2"
2 21"

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING FENCE

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING FENCE
LC

RIGHT-OF-WAYLIMIT OF WORK

LIMIT OF WORK

IRRIGATION METER

SERVICE LINE, SEE CIVIL

PLANS FOR ADDITIONAL

INFORMATION

EXTEND SLEEVE

FOR FUTURE

IRRIGATION

CONNECTION
Generated:2023-07-25 14:45
P.O.C. NUMBER: 01
Water Source Information: METER LOCATION: church street

FLOW AVAILABLE
Water Meter Size:1-1/2"
Flow Available70.55 GPM

PRESSURE AVAILABLE
Static Pressure at POC:75 PSI
Elevation Change:5.00 ft
Service Line Size:2"
Length of Service Line:20 ft
Pressure Available:72 PSI

DESIGN ANALYSIS
Maximum Station Flow:48.4 GPM
Flow Available at POC:70.55 GPM
Residual Flow Available:22.15 GPM
Critical Station:1
Design Pressure:15 PSI
Friction Loss:2.3 PSI
Fittings Loss:0.22 PSI
Elevation Loss:3.9 PSI
Loss through Valve:15.9 PSI
Pressure Req. at Critical Station: 37.3 PSI
Loss for Fittings:1.14 PSI
Loss for Main Line:11.4 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:12.0 PSI
Loss for Master Valve:1.76 PSI
Loss for Water Meter:2.53 PSI
Critical Station Pressure at POC: 66.1 PSI
Pressure Available:72 PSI
Residual Pressure Available: 5.92 PSI

CRITICAL ANALYSIS
30 MATCHLINE SEE SHEET LI-1.2
X X X
X
X
X
X
X
KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

IRRIGATION PLAN
LI-1.3
21/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
825 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS

NOT FOR CONSTRUCTION
31 FUTURE RECYCLED WATER SYSTEM:

THE PROJECT IS CONNECTED TO A POTABLE

WATER SOURCE, BUT CITY REQUEST TO

PROVIDE 'PURPLE' COMPONENTS FOR FUTURE

RECYCLED WATER SYSTEM IF / WHEN IT WILL BE
MADE AVAILABLE. WITH EXCEPTION OF THE
BACKFLOW; PROVIDE "PURPLE" BOX COVER,
HANDLE, AND TAG, FOR VALVES AND "PURPLE"
WATER SOURCE LINES, TYPICAL.
1/2-INCH MALE NPT INLET (INCLUDED)
1/2-INCH 90-DEGREE ELBOW (INCLUDED)
1/2-INCH PVC SCH 80 NIPPLE (INCLUDED)
4-INCH BASKET WEAVE CANISTER (INCLUDED)

PURPLE LATERAL PIPE

FINISH GRADE
PURPLE PVC SCH 40 TEE OR EL
BUBBLER: 0.50 GPM (INCLUDED)
1 3
2 4
5 6
7 8
10 9
12 11
9 121110
5 6
7 8
14 3 2
4-INCH PURPLE GRATE (INCLUDED)
ROOT WATERING SYSTEM (INCLUDES 0.50

GPM BUBBLER WITH RISER, PURPLE
GRATE, SWING ASSEMBLY, 1/2" MALE NPT

INLET, AND BASKET CANISTER)

OPTIONAL PEA GRAVEL OR RWS SAND
SOCK (RWS-SOCK) FOR SANDY SOILS.

SEE IRRIGATION LEGEND.
12-INCH SWING ASSEMBLY
(INCLUDED)
LEGEND:

NOTE:

RECYCLED WATER DEEP ROOT WATERING SYSTEM

INSTALL DEEP ROOT SYSTEM(S) PER
MANUFACTURES SPECIFICATIONS.

A.
1 SECTION
PLAN
12345
9 6
10 11
121315 14
78 962
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 PURPLE VALVE BOX WITH COVER PER

IRRIGATION SPECIFICATIONS

WATERPROOF CONNECTION, TYPICAL

VALVE ID TAG
30-INCH LINEAR LENGTH OF WIRE, COILED

PRESSURE REGULATING FILTER PER

MANUFACTURER'S RECOMMENDATIONS
PVC SCH 40 FEMALE ADAPTOR

PURPLE LATERAL PIPE

REMOTE CONTROL VALVE AS SPECIFIED ON

IRRIGATION LEGEND
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)
AND PVC SCH 40 ELL)
PVC SCH 40 TEE OR ELL

PVC MAINLINE
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
GRAVEL

FINISH GRADE

TYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATER
LEGEND:
15 A. ALL THREADED PIPE CONNECTIONS WILL BE

SEALED WITH OVERLAPPING WRAPS OF TEFLON
TAPE AS REQUIRED TO PREVENT LEAKAGE.

B. WIRE CONNECTORS WILL BE K.B. "ONE-STEP"
PRE-FILLED TAN OR EQUAL.

C. DIRECT BURIAL COMMON AND CONTROL WIRES
WILL BE COILED TO PROVIDE 12" EXPANSION
COILS INSIDE VALVE BOX.

D. PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX. (WRAP AROUND 1/2"
PIPE 15 TIMES-REMOVE PIPE)
E. ALL RECYCLED WATER VALVES SHALL HAVE
SIGNAGE ATTACHED TO VALVE STATING "DO NOT
DRINK," PER WATER DISTRICT AND HEALTH
DEPARTMENT REQUIREMENTS.

F. INSTALL WITH 1600 HE MICRO POWER SOLENOID

AND SOLENOID ADAPTER FOR SOLAR POWERED
CONTROLLER.

NOTES:
2 EXHAUST
HEADER
SUPPLY
HEADER.

CHECK LONGEST

LATERAL AGAINST

MAXIMUM LENGTH

OF SINGLE LATERAL
TABLE.

TOTAL THE

COMBINED LENGTH

OF THESE

LATERALS AND

COMPARE IT

AGAINST THE

MAXIMUM LENGTH

OF SINGLE
LATERAL TABLE.BRANCHING OUT

LATERALS

JOINING LATERALS
AREAS: TRIANGULAR

IRREGULAR
PVC MAINLINE.

DRIPLINE SPACING AS
NOTED.

CENTER FEED EXAMPLE END FEED EXAMPLE

MANUAL LINE FLUSHING

VALVE PLUMBED TO PVC
OR POLY LINE, AS NOTED.

TYPICAL TECHLINE TUBING

LATERALS WITH EMITTER
SPACING AS NOTED. TIE

DOWN STAKE AT ALL TEES,
ELLS, AND AT 5' O.C. AT CLAY,
4' O.C. AT LOAM, OR 3' O.C. AT
SAND.

DRIP VALVE / FILTER /
REGULATOR.
1 2" POLYETHYLENE OR PVC
HEADER.

TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"

FROM PLANTED
AREA.

TYPICAL START CONNECTION

SXSXT TEE W/ TECHLINE MALE
ADAPTER.

TYPICAL LATERAL

PIPE FROM VALVE

ASSEMBLY, SIZE PER
PLANS.

TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM
PLANTED AREA.

WATER SOURCE: DRIP VALVE OR
LATERAL FROM VALVE.

TYPICAL SUPPLY HEADER.

TYPICAL TECHLINE DRIPPER LINE TUBING TO
BE BURIED 1" BELOW FINISH GRADE.

TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADER
TO BE BURRIED MIN 12" BELOW GRADE.

MANUAL LINE FLUSING VALVE
PLUMBED TO PVC OR POLY.

LAYOUT
ISLAND
IRREGULAR AREAS: ODD CURVESSLOPE FEED LAYOUT
54" MAX.

ELEVATION
CHANGE
MANUAL LINE FLUSHING VALVE.

TECHLINE CV LATERAL TUBING.

LATERALS PARALLEL TO THE
CONTOURS OF THE SLOPE.

PVC EXHAUST HEADER.

TOE OF
SLOPE.

TOP OF SLOPE.

PVC SUPPLY
HEADER.

REMOTE CONTROL
VALVE ASSEMBLY.

BOTTOM 13 OF SLOPE:

CONVENTIONAL SPACING
PLUS 25%
TOP 13 OF
SLOPE:

CONVENTIONAL
SPACING.

TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE CV FLOW PER 100 FEET
TYPICAL DRIPLINE REQUIREMENTS4
1 3
FIP X FIP SCH. 40 PVC ELL

PURPLE PVC LATERAL LINE PIPE
1 3
5 4 5
2 4
6 5 2
47 8
9 10

BRASS QUICK DISCONNECT

FINISH GRADE

PVC BALL VALVE (FIP X FIP)
MIP X FIP SCH. 40 PVC ELL
10 8 79
6 NOTE:

A. WHEN FLUSHING THE SYSTEM,

CONNECT HOSE TO BRASS

QUICK DISCONNECT AND

DIRECT TO NEAREST
LANDSCAPE AREA.

RECYCLED WATER FLUSH VALVE ASSEMBLY
SLIP X MIPT SCH. 40

PVC FITTING
3/4" CRUSHED GRAVEL
SUMP (1 CU. FT.)
SCH 40 PURPLE PVC PIPE

LENGTH AS REQUIRED
10" ROUND PURPLE VALVE BOX
BRAND 'FLUSH' ON LID. ATTACH
'DO NOT DRINK' TAG ON VALVE.

LEGEND:
7 RECYCLED WATER DRIP AIR RELIEF VALVE IN BOX
GRADE.

FINISHED
2"
12" MIN
1 23
4 5
6 AIR RELIEF VALVE AS SPECIFIED PER
IRRIGATION LEGEND.
1 6" ROUND PURPLE PLASTIC VALVE
BOX PER SPECIFICATIONS.
2 1" FPTXMPT ELL.3
3/4"X1" MPT ADAPTER.4

PVC LATERAL, SIZE AND TYPE PER
IRRIGATION LEGEND.
5 3" THICK LAYER OF WASHED GRAVEL.

THE BOX SHALL REST UPON THE
ROCK BED. DO NOT EXTEND GRAVEL
INTO BOX.
6 LEGEND:
5 IRRIGATION DETAILS
LI-2.0
22/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

COLOR CODING

SPRINKLERS, ROTOR HEADS, AND OTHER TYPES OF

DISPERSION HEADS SHALL HAVE THE EXPOSED
SURFACE COLORED PURPLE. THE EXPOSED

SURFACE SHALL BE COLORED THROUGH THE USE

OF INTEGRALLY MOLDED PURPLE PLASTIC OR

PERMANENTLY ATTACHED PURPLE PLASTIC RING
OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE
CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED.

LEIT

L E I T
Control

STATION MV/P
COMMON
STATION 1
STATION 2

LEIT XRC ENERGIZED CONTROLLER
1 2
3 4
5 6
7 8
9 NOTES:

1. INSTALLATION TO BE

COMPLETED IN ACCORDANCE

WITH MANUFACTURER'S
SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED

FOR USE BY ARCHITECTS,

ENGINEERS, CONTRACTORS,

CONSULTANTS AND DESIGN

PROFESSIONALS FOR
PLANNING PURPOSES ONLY.

THIS DRAWING MAY NOT BE
USED FOR CONSTRUCTION.

4. ALL INFORMATION

CONTAINED HEREIN WAS

CURRENT AT THE TIME OF

DEVELOPMENT BUT MUST BE

REVIEWED AND APPROVED

BY THE PRODUCT

MANUFACTURER TO BE
CONSIDERED ACCURATE.

5. CONTRACTOR'S NOTE: FOR

PRODUCT AND COMPANY

INFORMATION VISIT
www.CADdetails.com/info AND

ENTER REFERENCE NUMBER
923-039.

AMBIENT LIGHT POWERED
IRRIGATION CONTROLLER.

MODEL XRC: 28 STATIONS WITH

RADIO REMOTE
1 TERMINAL STRIP2
12 OR 14 GAUGE WIRE3

CLAMPS, SPACER AND SCREWS

INCLUDED WITH MOUNTING
COLUMN
4 PROGRAMMING KEY

MODEL LEIT KEY
5 GALVANIZED STEEL MOUNTING
COLUMN, MODEL MCOLXL 51"
(129 CM) LONG
6 12" X 18" POURED CONCRETE
BASE USING 90 LB (40 kg) BAG
OF CONCRETE. INSTALL PER

MANUFACTURER'S
INSTALLATION GUIDE.
7 FINISH GRADE8
BACKFILL SOIL9
LEGEND:
12"
18" 10

DIRECT BURIAL CONTROL

WIRES TO CONTROL
VALVES
10 3
SKIT 8821-4 RAIN SENSOR (COLUMN MOUNTED)
NOTES:

1. INSTALLATION TO BE

COMPLETED IN ACCORDANCE

WITH MANUFACTURER'S
SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED

FOR USE BY ARCHITECTS,

ENGINEERS, CONTRACTORS,

CONSULTANTS AND DESIGN

PROFESSIONALS FOR
PLANNING PURPOSES ONLY.

THIS DRAWING MAY NOT BE
USED FOR CONSTRUCTION.

4. ALL INFORMATION

CONTAINED HEREIN WAS

CURRENT AT THE TIME OF

DEVELOPMENT BUT MUST BE

REVIEWED AND APPROVED

BY THE PRODUCT

MANUFACTURER TO BE
CONSIDERED ACCURATE.

LEGEND:

SKIT

RED WIRE

WHITE WIRE BLACK WIRE
BLACK WIRE 12"
8"
1 2
3 4
5 6
7 8
9 10
11 12
13 14 15 16
"MINI CLIK" RAIN SENSOR1
DIG PLASTIC PIPE CAP 1"
CAP PART No. 23-001 or 1.5"
CAP PART No. 23-053 WITH
HOLE FOR WIRES.
2 DRILL TWO 3/16 HOLES IN PIPE
FOR SENSOR BRACKET.
3 (2) #8-32 MACHINE SCREWS

WITH WASHER, LOCK WASHER
AND NUT.
4 1" or 1.5" GALVANIZED PIPE 6 to
10 FEET HIGH.
5 12" X 12" CONCRETE BASE 8"
DEEP MINIMUM.
6 1" OR 1.5" PIPE ELBOW.7
FINISH GRADE.8
6" ROUND VALVE BOX.9
SKIT ADAPTER PART NO.
8821-4 USE WITH EACH
SENSOR.
10 TO CONTROLLER OR VALVE.11
(4) DRY SPLICE CONNECTORS.12

NORMALLY CLOSED WIRE
FROM SENSOR.
13 COMMON WIRE FROM SENSOR14
1" OR 1.5" NIPPLE.15
GRAVEL.16
6'-10'
6 Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
826 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS

NOT FOR CONSTRUCTION
32 FUTURE RECYCLED WATER SYSTEM:

THE PROJECT IS CONNECTED TO A POTABLE

WATER SOURCE, BUT CITY HAS REQUESTED TO

PROVIDE 'PURPLE' COMPONENTS FOR FUTURE

RECYCLED WATER SYSTEM IF / WHEN IT WILL BE
MADE AVAILABLE. WITH EXCEPTION OF THE
BACKFLOW; PROVIDE "PURPLE" BOX COVER,
HANDLE, AND TAG, FOR VALVES AND "PURPLE"
WATER SOURCE LINES, TYPICAL.
30" MAX
12" MIN.
18" MIN.
1 2
3 4
5 6
8 7
9 10
11 12 13 14 15
'STRONG BOX' ENCLOSURE WITH
LOCKING HARDWARE; INSTALL PER
MFG. RECOMMENDATIONS
1 2" REDUCED PRESSURE

BACKFLOW PREVENTION DEVICE
MODEL 825YA.
2 BRASS THREADED RISER LENGTH

AS NEEDED
3 WYE STRAINER (LINE SIZE)4
BRASS MALE ADAPTER5
6" THICK CONCRETE PAD6
FINISH SURFACE7
4" TYPE "K" COPPER NIPPLE8
COPPER THREADED ELL (2

REQUIRED)
9 SCH. 40 PVC MALE ADAPTER10

PVC SUPPLY LINE PER PLANS

FROM METER
11 CONCRETE THRUST BLOCKS. 1
CUBIC FT. MIN.
12 3/4" BALL VALVE PER DETAIL13
TYPE "K" COPPER LINE (SIZE PER

PLAN) WITH COPPER SOLDER
FITTINGS AS REQ'D.
14 COPPER TEE AT COPPER LINE

FROM METER
15 NOTES:

A. ALL VALVES, FITTINGS & PIPES SHOWN ARE TO BE LINE SIZED EXCEPT WHERE INDICATED.

B. INSTALLATION SPECIFICATIONS SHOWN ARE SCHEMATIC AND DO NOT SUPERCEDE OR REPLACE ANY CITY OR STATE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE CODES.

C. ALL THREADED CONNECTIONS SHALL BE SEALED WITH OVERLAPPING TURNS OF TEFLON TAPE SUFFICIENT TO PREVENT LEAKAGE.

D. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON
INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER.

CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST

RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER.

E. ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING 2" WIDE PLASTIC BACKED ADHESIVE TAPE MIN. 2 MILS.

THICK WITH 1/2" OVERLAP.

F. FACTORY ASSEMBLED DOUBLE CHECK ASSEMBLY REDUCED PRESSURE

PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE LATEST EDITION OF THE "APPROVED FOR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER.

BACKFLOW PREVENTER ASSEMBLY
LEGEND:
1BALL / GATE ISOLATION VALVE
7 5
6 4
10 2
8 3 9
1THREADED PVC SCH 80 NIPPLES
(NO CLOSE NIPPLES TYP.)

PRESSURIZED PVC MAINLINE

PVC FEMALE SXT ADAPTER
PVC SCH 80 UNION - EITHER SIDE

VALVE AS SPECIFIED ON PLANS

POSITION VALVE IN BOX SO THAT
HANDLE IS FREE TO OPERATE;

PROVIDE 'PURPLE' HANDLE FOR

FUTURE RW SYSTEM
10" ROUND PLASTIC VALVE BOX FOR 2"

VALVE AND SMALLER RECTANGULAR
PLASTIC VALVE BOX FOR 2 1/2" VALVE
AND LARGER; INSTALL 2" ABOVE
FINISHED GRADE IN SHRUB BED; 1/2"
ABOVE IN LAWN AREAS. PROVIDE
'PURPLE' COVER FOR FUTURE RW
SYSTEM

FINISHED GRADE
PVC SCH 40 45DEG. FITTING
PEA GRAVEL 1/2" DIAMETER
(APPROX. 1 CU. FT.)

UNMORTARED BRICK FOUNDATION
2 3
4 5
6 7
8 9
10 2" MIN.
18"

ADD TAG FOR FUTURE

RW SYSTEM
LEGEND:
1 2
SLIP X SLIP 45 DEGREE ELL
(2 REQUIRED)
34" GRAVEL SUMP IN, UNDER, AND AROUND

VALVE BOX FILL TO TOP OF VALVE BOXES
USE 12" PVC SCRAP TO WRAP 12" OF

ADDITIONAL WIRE BEFORE CONNECTING

CONNECT WIRES TO VALVE USING WATER

TIGHT CONNECTORS

MASTER VALVE LEGEND

FINISH SURFACE

RECTANGULAR CONCRETE VALVE BOX W/
LOCKING HINGED CAST IRON LID. PAINT LID

PURPLE FOR RECYCLED WATER USE
PVC SCH. 40 MALE ADAPTER
(2 REQUIRED)

PRESSURE SUPPLY LINE,ALIGN WITH FLOW

SENSOR (SEE PLAN FOR SIZE)
SCH. 80 PVC UNION O-RING TYPE LASCO OR
EQUAL
1-1
4" SCH. 40 WIRE CONDUIT WITH SWEEP

FOR MASTER VALVE WIRES (TO FLOW

SENSOR)

PVC PIPE

MASTER VALVE
12 1
2 3
4 5
6 7
8 9
10 11
12 1
3 4
5 6
7 8
9 10
2 11
NOTE:

A. FOR FUTURE RW SYSTEM; PROVIDE PURPLE HANDLE AND LID
B. INSTALL WITH 1600 HE MICRO POWER SOLENOID AND SOLENOID ADAPTER FOR SOLAR POWERED CONTROLLER.

LEGEND:
3 A. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL

MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE.

B. ALL MANIFOLD PIPING AND ISOLATION VALVES TO BE 2" MIN. INTO EACH CONTROL VALVE AND 1" TO EACH Q.C.

A-1
12"
A-2
1'-6"1'-6"
A-3
LEGEND:
1'-6"
BV
1'-6"
BV
1'-6"
QC

MANIFOLD CONFIGURATION

SIDEWALK
1 6
54 3
2 PRESSURE SUPPLY LINE
(SEE PLAN FOR SIZE)

BALL VALVES (SEE

IRRIGATION LEGEND)

QUICK COUPLER (SEE

IRRIGATION LEGEND)

HEAT BRAND ALL VALVES
1 2
3 4

ELECTRIC CONTROL VALVE

MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY
LINE LOCATED UNDERNEATH VALVE BOXES. ALL
MAINLINE FITTINGS TO BE SCH. 80 PVC
5 6
NOTES:
4 18"
12"
17 1
2 4
3 5
FLOW
15 16
14 13
11 11
12 678
10 9
SCH.40 PVC TEE MAINLINE13
UNMORTARED BRICK FOUNDATION17
16 14
15 (TXS)

PVC LATERAL LINE PER PLAN
SCH.80 PVC NIPPLE
SCH.40 PVC ELL (SXS)
SCH.80 FEMALE ADAPTER

PVC PIPE
8 10
12 11
9 7
6 5
SCH.80 PVC NIPPLE

PVC MALE ADAPTER
4 3
2 1

REMOTE CONTROL VALVE
LEGEND:
12" RECTANGULAR PLASTIC VALVE

BOX (CARSON) WITH LOCKING LID,

CONTROLLER AND VALVE

NUMBER HEAT BRANDED INTO TOP

WATERPROOF WIRE

CONNECTORS PER NOTES

REMOTE CONTROL ELECTRIC VALVE

PER LEGEND
SCH. 80 PVC UNION, O-RING TYPE

LASCO OR EQUAL
FINISH GRADE - ALLOW 2" FOR

MULCH IN SHRUB BEDS SET

FLUSH IN TURF

PRESSURIZED PVC MAINLINE
(SXSXS) PER LEGEND
24 VOLT DIRECT BURIAL WIRES
FROM CONTROLLER PER LEGEND.
1 CUBIC FOOT PEA GRAVEL MIN.

SUPPORTING VALVE BOX
A. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH

OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO
PREVENT LEAKAGE.

B. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED
TAN) OR EQUAL.

C. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE
COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE
BOX.

D. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION
IN VALVE BOX. (WRAP AROUND 1/2" PIPE 15 TIMES-REMOVE
PIPE)
E. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS
UNDISTURBED ADJACENT SOIL.

F. FOR FUTURE RW SERVICE; PROVIDE PURPLE COVER,
HANDLE AND TAG.

G. INSTALL WITH 1600 HE MICRO POWER SOLENOID AND
SOLENOID ADAPTER FOR SOLAR POWERED CONTROLLER.

NOTES:
5 2"
12"

FINISH GRADE IN TURF AREAS

POP-UP ROTOR HEAD AND NOZZLE

WALK OR CURB

BUILDING WALL (WHERE APPLICABLE)
12" MIN.

FINISH GRADE IN PLANTING AREAS

MULCH LAYER IN PLANTING AREAS

PURPLE PVC LATERAL (PER PLAN)

PVC TEE OR ELL (SXSXT)
LEGEND:

NOTES:
1 2
3 4
5 6
7 8
9 10
PVC STREET ELL (2 EACH)

SIZE PER HEAD INLET
SCH.80 P.V.C. NIPPLE (2 EACH)

SIZE PER HEAD INLET
2 3
1 A. ALL P.V.C. FITTINGS SHALL BE SCH.
40 EXCEPT WHERE NOTED.

B. ALL SCH.80 P.V.C. THREADS SHALL
BE WRAPPED WITH TEFLON TAPE. OR

RECOMMENDED BY MANUFACTURER
8 10
9 7
6 5
4 11PURPLE CAP FOR RECYCLED WATER
11 POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER
3" SPRAY DISTANCE
6" ROTOR DISTANCEC
C
6 1
2 10" ROUND PLASTIC VALVE BOX
WITH LOCKING COVER & Q.C.

HEAT BRANDED INTO TOP.
4 3
5 7
8 9
6 10
11 12
13 SCH.80 P.V.C NIPPLE

GROUND COVER

WARNING TAG
SCH.40 P.V.C. TEE
SCH.40 PURPLE P.V.C. MAINLINE

BRASS ELL

COMMON BRICK

ONE CUBIC FOOT PEA GRAVEL

EDGE OF WALK/FACE OF CURB,

FENCE OR MOW BAND
FINISH GRADE. ALLOW 2" DEPTH

FOR TOP MULCH
STREET ELLS (2) REQUIRED
PER QUICK COUPLER. NO MARLEX
(BRASS)

QUICK COUPLER VALVE, WITH
ACME THREADS, PER PLANS4
7 3
9 910
8 2
1 8 11
18" MAX. 5
6 2"
13 18" MIN.
12 6" MIN.

A.QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP FOR RECYCLED WATER SYSTEM.

B.ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED.

C.QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER
REQUIREMENTS.

D.ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE.

E.QUICK COUPLER FOR RECYCLED WATER SHALL BE OF A TYPE
APPROVED FOR RECYCLED WATER USE.

F.PROVIDE PURPLE CAP, COVER, AND ACME THREAD MODEL FOR QUICK COUPLERS USED IN RECYCLED WATER SYSTEM.

G.QUICK COUPLERS FOR POTABLE WATER WILL BE LUG TYPE.

NOTES:

QUICK COUPLER FOR RECYCLED WATER
LEGEND:
7 NOTES:
2 1 1
2 6
4 5
8 7
4 3
5 7
3" MIN.
6" MIN.
6"6" MIN.
6 18"+ DIAMETER

OF PIPE
1" MIN. 6" MIN.
3 12"
8 18" MIN.
6" MIN.

LEGEND:

MAINLINE/DIRECT BURIAL CONTROL WIRE

IMPORTED TOPSOIL OR AMENDED

NATIVE SOIL

FINISHED GRADE

NATIVE SOIL FREE OF ROCKS AND
DEBRIS 3" OR GREATER

TRENCH MARKER

SAND BEDDING MATERIAL

IRRIGATION MAINLINE

DIRECT BURIAL CONTROL WIRES

IRRIGATION LATERAL LINE
A.TRENCH MARKER SHALL BE A 3" WIDE

CONTINUOUS METALLIC PLASTIC STRIP

ABOVE THE MAINLINE AND DIRECT
BURIAL CONTROL WIRES.

B.ALL PIPE AND CONTROL WIRE UNDER

PAVEMENT SHALL BE INSTALLED IN A
P.V.C. SLEEVE PER THE IRRIGATION
SPECIFICATIONS.

C.BACKFILL MATERIAL SHALL BE

COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.
4"
9IN LINE DRIP TUBING
9 8
5 6
9 8
7 UNDISTURBED SOIL

LATERAL LINES PER PLAN

IRRIGATION MAINLINE PER PLAN

DIRECT BURIAL CONTROL WIRES
1 2FINISHED GRADE

PAVING PER PLAN
4 MARKING STRIP- 2 LAYERS

SAND BEDDING MATERIAL
CLEAN COMPACTED BACKFILL3
LEGEND:
6" MIN
1 2
3 84
6 9
10SCH. 80 PVC SLEEVE 2x PIPE
SIZE DIAMETER MIN.
10 10
5 7
4"
A. ALL PIPE AND CONTROL WIRE

UNDER PAVEMENT SHALL BE
INSTALLED IN A P.V.C. SLEEVE.

B. BACKFILL MATERIAL SHALL BE

COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.

C. PRESSURE MAINLINE SHALL BE
INSTALLED ON A 6" SAND BED AND
COVERED BY 6" OF SAND PRIOR TO

ANY OTHER BACKFILL MATERIAL
NOTES:

SLEEVING9IRRIGATION DETAILS
LI-2.1
23/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE

COLOR CODING

SPRINKLERS, ROTOR HEADS, AND OTHER TYPES OF

DISPERSION HEADS SHALL HAVE THE EXPOSED
SURFACE COLORED PURPLE. THE EXPOSED

SURFACE SHALL BE COLORED THROUGH THE USE

OF INTEGRALLY MOLDED PURPLE PLASTIC OR

PERMANENTLY ATTACHED PURPLE PLASTIC RING
OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE
CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED.

Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
827 of 835
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 2301-LS

NOT FOR CONSTRUCTION
32 IRRIGATION SPECIFICATIONS
LI-2.3
23/28

IRRIGATION SPECIFICATIONS
PART 1.00 GENERAL

1.01 GENERAL REQUIREMENTS
A. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES

NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE CONTRACT DOCUMENTS.

B. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS.

C. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER'S

REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.

D. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE

DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS ARE FOUND. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY.

E. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS.

F. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN.

1.02 ORDINANCES AND REGULATIONS
A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELATING TO

ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING

CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE

SPECIFICATIONS AND/OR CONTRACT DOCUMENTS CALL FOR, OR DESCRIBE MATERIALS,

WORKMANSHIP OR CONSTRUCTION OF HIGHER QUALITY, HIGHER STANDARDS OR A LARGER SIZE,

SPECIFICATIONS AND/OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS.

B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS.

1.03 SCOPE OF WORK
A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION

NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. THE CONTRACTOR SHALL PROTECT

THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT.

B. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS.

C. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING

1.04 SCHEDULE OF WORK
A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE OWNER FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE OWNER.

B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE.

1.05 COORDINATION
A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR

TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.CARE SHALL BE TAKEN TO COORDINATE

THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS.

1.06 EXPLANATION OF CONTRACT DOCUMENTS
A. DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE REQUIRED. CAREFULLY INSPECT ALL CONDITIONS OF WORK ACCORDING

TO THE ACTUAL SITE AND PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGINNING WORK. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES.

1.07 SUBSTITUTIONS
A. NO SUBSTITUTIONS OF IRRIGATION EQUIPMENT OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION

EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT.

B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE

MANUFACTURER, MODEL, AND/OR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, PROVIDED

THAT THE COST OF SUCH EQUIPMENT CHANGES DO NOT EXCEED THE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE IRRIGATION INSTALLATION OPERATION COMMENCING.

CHANGES IN ANY IRRIGATION EQUIPMENT FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST.

1.08 REJECTIONS
A. ANY IRRIGATION EQUIPMENT AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED

WORK AND/OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE LANDSCAPE ARCHITECT.

1.09 SUBMITTALS
A. SUBSTITUTIONS: DIGITAL COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT.

1.10 RECORD CONTRACT DOCUMENTS (AS-BUILT) INFORMATION A. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL

WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. IF NEW WORK OR WORK AS SHOWN ON THE CONTRACT DOCUMENTS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION 'RECORD DRAWING'. THE MARKED CONTRACT

DOCUMENTS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE LANDSCAPE ARCHITECT UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT.

1.11 DELIVERY, STORAGE, AND HANDLING
A. DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DRY,

WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETERIORATION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VANDALISM. DELIVER IN

ORIGINAL UNOPENED PACKAGING CONTAINERS PROMINENTLY DISPLAYING MANUFACTURER NAME,

VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. REMOVE AND REPLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENTS

PREMATURELY EXPOSED TO MOISTURE, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTREMES, FIRE, OR JOB SITE DAMAGE.

B. HANDLING OF PVC PIPE - EXERCISE CARE IN HANDLING, LOADING AND STORING OF PVC PIPE. ALL PVC

PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE

THAT HAVE BEEN DENTED OR DAMAGED SHALL BE DISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH NEW PIPING.

1.12 PUBLIC SAFETY
A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS.

THE LANDSCAPE ARCHITECT AND/OR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS AT THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR

SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE.

B. PROTECTION OF PROPERTY:

1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FROM DAMAGE DUE TO WORK OF THIS SECTION. IN THE EVENT DAMAGE DOES OCCUR, ALL

DAMAGE SHALL BE COMPLETELY REPAIRED OR REPLACED TO SATISFACTION OF OWNER AND PAID BY CONTRACTOR.

2. PROTECT BUILDINGS, WALKS, WALLS, AND OTHER PROPERTY FROM DAMAGE. MARK AND BARRICADE OPEN DITCHES. DAMAGE CAUSED TO ASPHALT, CONCRETE, OR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS - WHERE TRENCHES AND LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC., DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION.

C. PROTECTION AND REPAIR OF UNDERGROUND LINES

1. REQUEST PROPER UTILITY COMPANY TO STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAS, OR TELEPHONE LINES. TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE

DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTRACTOR, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID BY CONTRACTOR.

1.13 WARRANTY/GUARANTEE
A. CONTRACTOR SHALL WARRANT MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WORKMANSHIP FOR THE SAME PERIOD.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR.

B. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE

REPAIRED BY CONTRACTOR AT NO EXPENSE TO OWNER, INCLUDING COMPLETE RESTORATION OF DAMAGED PROPERTY.

C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION SHALL BE BORNE BY CONTRACTOR.

1.14 MAINTENANCE
A. FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION:

1. FIVE IRRIGATION HEADS WITH NOZZLES(OF EACH TYPE USED FOR EVERY 100 IRRIGATION HEADS, OR PORTIONS THEREOF, USED).

2. THREE SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF VALVE SUPPLIED ON THIS PROJECT.

3. TWO SETS OF KEYS FOR EACH AUTOMATIC CONTROLLER AND LOCKING VALVE BOXES.

4. OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED ON PROJECT.

5. A REDUCED KEY MAP OF THE SITE HIGHLIGHTING EACH VALVE CONTROL AREA WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROLLER BOX.

PART 2.00 MATERIALS

2.01 PIPE AND FITTINGS
A. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POLYVINYL-CHLORIDE(PVC) 1120-160/200 P.S.I., CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40.

1. SOLVENT WELD MAIN LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE.

B. LATERAL LINES (NON-PRESSURE) 3/4" AND LARGER SHALL BE CLASS 200 PVC PIPE. MINIMUM SIZE SHALL BE 3/4".

1. SOLVENT WELD LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE.

C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IN CONTRACT DOCUMENTS.

D. CONNECTIONS BETWEEN MAIN LINES AND REMOTE CONTROL VALVES SHALL BE OF SCHEDULE 80 PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS.

E. RISERS SHALL BE AS FOLLOWS: SCHEDULE 80 PVC THREADED NIPPLES AND SCHEDULE 80 PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS.

2.02 MISCELLANEOUS INSTALLATION MATERIALS
A. SOLVENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE.

B. LUBRICANT FOR ASSEMBLING RUBBER RING SEAL JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER OF PIPE.

C. PIPE JOINT COMPOUND SHALL BE NON-HARDENING, NON-TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE SHALL BE SAME AS TEFLON TAPE.

2.03 MISCELLANEOUS EQUIPMENT
A. PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS.

B. VALVE BOXES:

1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX -10" CIRCULAR BOX.

2. 3/4 INCH THROUGH 2 INCH CONTROL VALVES - PER DETAIL.

3. DRIP VALVE ASSEMBLIES - PER DETAIL.

C. CONTROLLER PER PLANS.

D. CONTROL WIRE CONNECTIONS AND SPLICES SHALL BE MADE WITH 3M-DBY OR DBR-6 WIRE CONNECTORS WITH PAIGE - ID1-BLU 14 GAUGE JACKETED DECODER CABLE. DIRECT BURY SPLICE.

1. HIGH VOLTAGE - WIRE SIZE AND TYPE SHALL BE AS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZE TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED.

E. ELECTRIC CONTROL VALVES - AS SPECIFIED IN CONTRACT DOCUMENTS.

F. SPRINKLER HEADS - AS SPECIFIED IN CONTRACT DOCUMENTS. FABRICATE RISER UNITS IN

ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS - WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY.

G. EMITTERS - SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.

H. PRESSURE GAUGES - SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.

I. STRAINER - SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS.

J. BALL VALVES - AS SPECIFIED IN CONTRACT DOCUMENTS.

K. FLUSH VALVES - AS SPECIFIED IN CONTRACT DOCUMENTS.

PART 3.00 - INSTALLATION

3.01 PREPARATION
A. SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS AND EQUIPMENT IN MANNER TO EFFECT

THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE.

3.02 LAYOUT
A. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY TO DETERMINE RELOCATION.

B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER PRACTICAL.

C. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES,

BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB.

3.03 EXCAVATING AND TRENCHING
A. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED.

B. INSTALL SLEEVING UNDER NEW AND EXISTING ASPHALT PAVING AND CONCRETE WALKS, TO ACCOMMODATE PIPING AND WIRING.

C. TRENCHING - TRENCH EXCAVATION SHALL FOLLOW, AS MUCH AS POSSIBLE, LAYOUT SHOWN IN CONTRACT DOCUMENTS. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH ALL ROCK AND ORGANIC DEBRIS REMOVED. PRESSURE SUPPLY LINE TRENCHES SHALL BE OVER-EXCAVATED AS REQUIRED TO ALLOW FOR BEDDING MATERIAL.

2. CLEARANCES:

2.1. PIPING SMALLER THAN 3 INCHES - TRENCHES SHALL HAVE A MINIMUM WIDTH OF 7 INCHES.

2.2. LINE CLEARANCE - PROVIDE NOT LESS THAN 6 INCHES OF CLEARANCE BETWEEN EACH LINE, AND NOT LESS THAN 12 INCHES OF CLEARANCE BETWEEN LINES OF OTHER TRADES.

3. PIPE AND WIRE DEPTH:

3.1. PRESSURE PIPING - 18 INCHES FROM TOP OF PIPE TO FINISHED GRADE.

3.2. NON-PRESSURE PIPING - 12 INCHES FROM TOP OF PIPE TO FINISHED GRADE.

3.3. CONTROL WIRING - SIDE OF PRESSURE SUPPLY LINE.

4. BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTION(S) WHICH CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF BACKFILL SHALL MATCH THAT OF SURROUNDING SOIL. IT IS ACCEPTABLE TO USE

SLEEVES OF SUITABLE DIAMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAID THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH.

D. PROVIDE PULL BOXES FOR CONTROL WIRING LOCATED UNDER PAVING ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED TWO HUNDRED FEET (200') IN LENGTH. WIRE SPLICES SHALL BE MADE IN PULL BOXES OR CONTROL VALVE BOXES ONLY.

3.04 ASSEMBLING PIPELINES
A. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD CUT ENDS SHALL BE REAMED ONLY TO FULL DIAMETER WITH ROUGH EDGES AND BURRS REMOVED.

B. SOLVENT WELD JOINT: EACH INSTALLER SHALL BE PROPERLY TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE:

7. PREPARE JOINT BY FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURE.

8. SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION.

9. DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING. PIPE SHOULD ENTER FITTING 1/3 TO 2/3 DEPTH OF SOCKET.

10.LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

11.SOLVENT WELD JOINTS SHALL BE MADE BY PROCESS AND MATERIALS AS RECOMMENDED BY THE MANUFACTURER.

12.CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDLING AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE.

C. THREADED JOINT:

1. FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY- FORMED THREADS ONLY WILL BE PERMITTED.

2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE. FIELD-CUT THREADS IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE ABSOLUTELY NECESSARY. WHEN FIELD THREADING, CUT THREADS ACCURATELY ON AXIS WITH SHARP DIES.

3. ALL THREADED METALLIC JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND.

APPLY COMPOUND TO MALE THREADS ONLY-USING CARE NOT TO ALLOW EXCESS COMPOUND FROM ENTERING PIPELINE. THREADED PVC PLASTIC JOINTS SHALL BE MADE UP WITH OVERLAPPING TURNS OF 3/4" TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE.

4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREADS SHALL BE VISIBLE WHEN JOINT IS MADE UP.

5. WHERE ASSEMBLING SOFT METAL (BRASS OR COPPER) OR PLASTIC PIPE, USE STRAP TYPE FRICTION WRENCH ONLY; DO NOT USE METAL-JAWED WRENCH.

D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OR OTHER OBSTRUCTIONS. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY.

E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTH.

3.05 REMOTE CONTROL VALVES
A. INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL.

LIMIT ONE REMOTE CONTROL VALVE PER BOX.

B. LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EDGES, BUILDINGS AND WALLS.

PROVIDE 6" BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER.

C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE(S).

D. INSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE.

E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE BOX.

F. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 2" ABOVE GRADE IN SHRUB AREAS.

3.06 AUTOMATIC CONTROL WIRING
A. RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL.

B. LOOP WIRE IN EACH VALVE BOX.

C. SPLICING WILL BE PERMITTED ONLY ON RUNS EXCEEDING 2500 FEET. LOCATE ALL SPLICES AT VALVE LOCATIONS WITHIN VALVE BOXES.

D. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT.

E. INSTALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VALVE IN A SEPARATE SPLICE VALVE BOX.

3.07 AUTOMATIC CONTROLLER
A. PROVIDE AND INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EXACT LOCATION ON THE SITE WITH THE LANDSCAPE ARCHITECT. PROVIDE CONDUIT AND WIRE AND CONNECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO CONTROLLER FOR EASE OF MAINTENANCE.

B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BE LABELED AT

CONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED. ATTACH LABEL TO CONTROL WIRE.

3.08 BACKFILLING
A. BACKFILLING - DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED. LEAVE TRENCHES SLIGHTLY MOUNDED TO ALLOW FOR SETTLEMENT AFTER BACKFILLING IS COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-THROUGH OF SYSTEM BY LANDSCAPE ARCHITECT.

1. MATERIALS - EXCAVATED MATERIAL IS GENERALLY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPLETING BEDDING REQUIREMENTS. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MATTER, FROZEN MATERIALS, AND STONES LARGER THAT 2 INCHES IN MAXIMUM DIMENSION. DO NOT MIX SUBSOIL WITH TOPSOIL. MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL IF

EXCAVATED MATERIAL IS UNACCEPTABLE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL, COMPACTION, AND FINAL GRADE REQUIREMENTS.

2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS.

3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6" LIFTS, DETERMINED IN ACCORDANCE WITH ASTM D155-7 UTILIZING THE FOLLOWING METHODS:

3.1. MECHANICAL TAMPING .

3.2. PUDDLING OR PONDING. PUDDLING OR PONDING AND/OR JETTING IS PROHIBITED WITHIN 10'-0" OF BUILDING OR FOUNDATION WALLS.

B. PIPING UNDER PAVING:

1. PROVIDE FOR A MINIMUM COVER OF 24 INCHES BETWEEN THE TOP OF THE PIPE AND THE

BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON-PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE OR CONCRETE PAVING.

2. PIPING LOCATED UNDER AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SHALL BE BEDDED WITH CONSTRUCTION GRADE SAND OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHES ABOVE PIPE),

3. COMPACT BACKFILL MATERIAL IN 6 INCH LIFTS AT 95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 USING MANUAL OR MECHANICAL TAMPING DEVICES

4. SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING, IN PRESENCE OF OWNER PRIOR TO BACKFILLING AND PAVING OPERATIONS.

5. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING,

BORING, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BREAKING OF WALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED AT NO COST TO OWNER. OBTAIN

PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM OWNER.

3.09 DRIP LINE TUBING / EMITTER LAYOUT
A. LOCATE TUBING AND OR EMITTERS AS SHOWN IN THE CONTRACT DOCUMENTS AND DETAILS; LAYOUT SHALL BE NO CLOSER THAN 12" TO BUILDINGS.

B. ADJUST EMITTERS FOR PROPER COVERAGE AROUND BASE OF SHRUB. EMITTER BUBBLER HEAD SHALL BE BELOW GRADE AS SHOWN ON CONTRACT DOCUMENTS. ALL TUBING SHALL BE SUB-SURFACE.

C. FLUSH VALVES SHALL BE LOCATED AT THE END OF EACH IRRIGATION LINE.

3.10 SPRINKLER HEADS
A. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS.

B. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE.

3.11 VALVE BOXES
A. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION.

VALVE BOXES SHALL BE LABELED CONSECUTIVELY A,B,C,etc.

ISOLATION BALL VALVE BOX LID WITH THE LETTERS "BV"
STUB OUT BOXES SHALL BE LABELED "SO"
EXTRA CONTROL WIRE BOXES SHALL BE LABELED "SW"
WIRE SPLICE BOX LID WITH THE LETTERS "WS"
CHECK VALVE BOX LID WITH LETTERS "CV"
B. CONTRACTOR ALL BOLTS FO4R LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.

3.12 TESTS
A. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF TESTING.

B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE.

C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED.

D. FLUSHING - AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO

INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF WATER PRESSURE FROM DEAD END FITTINGS. MAINTAIN FLUSHING FOR 5 MINUTES THROUGH FURTHERMOST VALVES. CAP RISERS AFTER FLUSHING.

E. APPLY THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS.

F. TESTING - CONDUCT TESTS IN PRESENCE OF LANDSCAPE ARCHITECT. ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT.

1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 40 P.S.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I., WHICHEVER IS GREATER, FOR A PERIOD OF 6 HOURS.

2. LEAKAGE, PRESSURE LOSS - TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS EVIDENT DURING TEST PERIOD.

3. LEAKS - DETECT AND REPAIR LEAKS.

4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST

5. TEST REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 100 P.S.I. FOR 2 HOURS AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS.

3.11 ADJUSTING
A. UPON COMPLETION OF INSTALLATION, "FINE-TUNE" ENTIRE SYSTEM BY REGULATING VALVES,

ADJUSTING PATTERNS AND BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE. FLUSH AND ADJUST ALL

SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE.

B. IF IT IS DETERMINED THAT IRRIGATION ADJUSTMENTS WILL PROVIDE PROPER AND MORE ADEQUATE

COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPLETION, AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTLING.

C. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED.

D. AREAS WHICH DO NOT CONFORM TO DESIGNATED OPERATION REQUIREMENTS DUE TO

UNAUTHORIZED CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

3.12 CLEANING
A. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE OF, OFF-SITE AT

LEGAL DISPOSAL SITE AND AT NO ADDITIONAL COST TO OWNER, ALL TRASH OR DEBRIS GENERATED BY INSTALLATION OF IRRIGATION SYSTEM.

B. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION.
-END OF SECTION-
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
828 of 835
1,2/LP-2.0

TREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL
ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK24" BOX6
CHITALPA TASHKENTENSIS `PINK DAWN`PINK DAWN CHITALPA24" BOX4 EUCALYPTUS CITRIODORALEMON SCENTED GUM24" BOX5
KOELREUTERIA PANICULATAGOLDEN RAIN TREE24" BOX5
LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS FERNLEAF CATALINA IRONWOOD 15 GAL3 PINUS COULTERICOULTER PINE15 GAL7
PINUS PINEAITALIAN STONE PINE24" BOX3
PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK 24" BOX14 QUERCUS AGRIFOLIACOAST LIVE OAK24" BOX17
QUERCUS ENGLEMANNIIENGELMANN OAK24" BOX3
QUERCUS SUBERCORK OAK36" BOX6
SAMBUCUS NIGRACOMMON ELDERBERRY24" BOX6

EXISTING TREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL
EUCALYPTUS SPP.EXISTING GUM TREEEXISTING TO REMAIN2
KOELREUTERIA PANICULATAGOLDEN RAIN TREEEXISTING TO REMAIN2 PLATANUS RACEMOSACALIFORNIA SYCAMOREEXISTING TO REMAIN1 24" B.
3/LP-2.0
3,4/LP-2.0
QUERCUS ILEXHOLLY OAKEXISTING TO REMAIN1
SCHINUS TEREBINTHIFOLIUSBRAZILIAN PEPPEREXISTING TO REMAIN1 SYAGRUS ROMANZOFFIANAQUEEN PALMEXISTING TO REMAIN5
WASHINGTONIA FILIFERACALIFORNIA FAN PALMEXISTING TO REMAIN2

SHRUBSBOTANICAL NAMECOMMON NAMECONTDETAIL
AGAVE SHAWIICOASTAL AGAVE15 GALLON
RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY5 GALLON YUCCA WHIPPLEICHAPARRAL YUCCA15 GALLON

SHRUB AREASBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL
BACCHARIS PILULARIS `PIGEON POINT`COYOTE BRUSH1 GAL36" o.c.

ENCELIA FARINOSABRITTLE BUSH1 GAL36" o.c.

ERIOGONUM ARBORESCENSSANTA CRUZ ISLAND BUCKWHEAT 1 GAL36" o.c.

ERIOGONUM FASCICULATUM `WARRINER LYTLE` WARRINER LYTLE BUCKWHEAT1 GAL36" o.c.

GALVEZIA SPECIOSAISLAND BUSH SNAPDRAGON1 GAL36" o.c.

JUNCUS PATENS `ELK BLUE`SPREADING RUSH4" POT24" o.c.

LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE1 GAL36" o.c.

LEYMUS TRITICOIDESWILD RYE1 GAL24" o.c.

MUHLENBERGIA RIGENSDEER GRASS1 GAL36" o.c.

SALVIA CLEVELANDII `POZO BLUE`CLEVELAND SAGE1 GAL48" o.c.

SALVIA LEUCOPHYLLA `POINT SAL SPREADER` PURPLE LEAF SAGE1 GAL36" o.c.

SALVIA MELLIFERABLACK SAGE1 GAL48" o.c.

A
RE
Y

EXISTING TREESBOTANICAL NAMECOMMON NAMECONTQTY
Revisions
ZANJA TRAIL AND GREENWAY PARK, PHASE 2
PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
34 PLANTING LEGEND:

PLANTING LEGEND
LP-1.0
24/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1 1
1UPDATES TO PARKING LOT3/30/23
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
829 of 835
7TH STREET
REDLANDS BLVD.

HATFIELD BUICK

THE DOOR CHRISTIAN FELLOWSHIP

LIMIT OF WORK

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TREESBOTANICAL NAMECOMMON NAMECONT
CHITALPA TASHKENTENSIS `PINK DAWN`PINK DAWN CHITALPA24" BOX EUCALYPTUS CITRIODORALEMON SCENTED GUM24" BOX
LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS FERNLEAF CATALINA IRONWOOD 15 GAL PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK 24" BOX QUERCUS AGRIFOLIACOAST LIVE OAK24" BOX

EXISTING TREESBOTANICAL NAMECOMMON NAMECONT

PLATANUS RACEMOSACALIFORNIA SYCAMOREEXISTING TO REMAIN

SCHINUS TEREBINTHIFOLIUSBRAZILIAN PEPPEREXISTING TO REMAIN

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24" B.

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WASHINGTONIA FILIFERACALIFORNIA FAN PALMEXISTING TO REMAIN

SHRUBSBOTANICAL NAMECOMMON NAMECONT
AGAVE SHAWIICOASTAL AGAVE15 GALLON
YUCCA WHIPPLEICHAPARRAL YUCCA15 GALLON

SHRUB AREASBOTANICAL NAMECOMMON NAMECONTSPACING
BACCHARIS PILULARIS `PIGEON POINT`COYOTE BRUSH1 GAL36" o.c.

ENCELIA FARINOSABRITTLE BUSH1 GAL36" o.c.

ERIOGONUM ARBORESCENSSANTA CRUZ ISLAND BUCKWHEAT 1 GAL36" o.c.

ERIOGONUM FASCICULATUM `WARRINER LYTLE` WARRINER LYTLE BUCKWHEAT1 GAL36" o.c.

LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE1 GAL36" o.c.

LEYMUS TRITICOIDESWILD RYE1 GAL24" o.c.

MUHLENBERGIA RIGENSDEER GRASS1 GAL36" o.c.

SALVIA CLEVELANDII `POZO BLUE`CLEVELAND SAGE1 GAL48" o.c.

A
Y

ROOT BARRIER

EXISTING TREESBOTANICAL NAMECOMMON NAMECONT
Revisions

SYMBOLDESCRIPTION

LIMIT OF WORK

SBCFCD RIGHT OF WAY

PROPERTY LINE
BOUNDARIES LEGENDZANJA TRAIL AND GREENWAY PARK, PHASE 2 PROJECT No.

CITY OF REDLANDS
PLANS PREPARED UNDER SUPERVISION OF:Approved By:

FACILITIES & COMMUNITY SERVICES DIRECTOR
SheetofSheets
PLOT DATE: 5/25/2023
DRAWN BY:

PR, LD, CT
CHECKED BY:

CT,JJ
0102040
1" = 20'-0"SCALE :

NORTH
Drawing No.
03/30/23 - ZANJA TRAIL AND GREENWAY PARK PHASE 2 - 100% CONSTRUCTION DOCUMENTS PROJECT NO.:14-406
40 FOR SHEET SIZE 24" X 36"

BENCHMARK
CITY OF REDLANDS BENCH MARK R-49
BRASS DISK IN TOP OF CURB @ NE COR. ORANGE
STREET & COLTON AVE. EAST OF END OF RETURN.

ELEVATION = 1370.856'
2301-LS

NOT FOR CONSTRUCTION
35 X X X
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KEYMAP:

NTS
Church St.
9th St.
7th St.Redlands Blvd.

MATCHLINE SEE SHEET LP-1.2

PLANTING PLAN
LP-1.1
25/28

THE CITY OF REDLANDS ENGINEERING STAFF
SHALL BE NOTIFIED 5-10 DAYS PRIOR TO THE
START OF CONSTRUCTION. ALL WORK

PERFORMED WITHOUT BENEFIT OF INSPECTION
SHALL BE SUBJECT TO REJECTION AND REMOVAL.

INSPECTION NOTE
1 1
1 1UPDATES TO PARKING LOT3/30/23
Accepted By:

CITY ENGINEER RCE 75646

ASSISTANT CITY MANAGER
Approved By:

FACILITIES AND COMMUNITY SERVICES DIRECTOR
10/20/23
Redlands Regular Meeting 11-21-23
830 of 835
9TH ST.

ZANJA CHANNEL;

NOT IN SCOPE

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SUNKIST FOOTHILL GROVES
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NOT IN SCOPE
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GRADING
SYMBOL

DESCRIPTION
DETAIL
24"X24" CATCH BASIN WITH GALVANIZED FRAME AND GALVANIZED PARKWAY GRATE. MODEL 2424 B36 BYBROOKS PRODUCTS. JOIN TO 18" HDPE DRAIN.INSTALL PER MANUFACTURER`S RECOMMENDATION.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL BY LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.COBBLE LINED SWALE, SEE LANDSCAPE 1/LC-2.2
CONSTRUCTION PLANS FOR ADDITIONALINFORMATION.

G-02
G-05 GRADING LEGEND LG-1.2

LIMIT OF WORK

LIMIT OF WORK
24" B.

AA
A
Y
Y
Y
A
A
A
A
A
A
A
A

TREESBOTANICAL NAMECOMMON NAME
ARBUTUS X `MARINA`ARBUTUS MULTI-TRUNK
CHITALPA TASHKENTENSIS `PINK DAWN` PINK DAWN CHITALPA
PLANT SCHEDULE (LP-1.2)
24" B.
24" B.

RERERE
RERE

RERERERE
24" B.
24" B.
24" B.
24" B.

LIMIT OF WORK SHOWN
DIAGRAMMATICALLY. LIMIT OF

WORK AT EXISTING FENCE
TOP OF SLOPE. CONTRACTOR TO

TAKE CARE NOT TO ENCROACH

BEYOND TOP OF SLOPE AND INTO
ZANJA CREEK CHANNEL. TYPICAL.

Redlands City CouncilNovember 21, 2023

Redlands City Council
November 21, 2023