On February 23, 2021, The City Council of the City of Banning awarded a contract agreement with Mariposa Landscapes, Inc., in the amount of $96,684.00 to cover monthly service costs, with a 10% contingency to allow for additional work and irrigation repair services as needed, for a total not to exceed $ 106,352.
After the Council approval, Mariposa Landscape Inc., informed the City that there was a significant error in their proposal as the total compensation amount was based on a twelve- month calendar rather than the requested fifteen- month contract term and their monthly proposal less additional work should have been $8,057.00 per month rather than the $6,445.60 per month that was included in their proposal. After discussions between the Purchasing Division, Mariposa agreed to move forward within the awarded total monthly contract amount of $ 7,090.16. The adjusted monthly amount did not change the placement of Mariposa landscapes, Inc., as compared to the other submitted proposals and therefore the City and Mariposa Landscapes Inc., executed the Parks Landscape Maintenance Agreement ( C00698)
The original agreement allows for four (4) one-year extensions if the services are provided satisfactorily as per the agreed upon scope of services. Mariposa Landscapes Inc., has exceeded the expectations with regard to their service over the length of the original contract term, noticeably improving the parks overall aesthetic look and turf management.
Additionally, Mariposa Landscapes Inc., has been very responsive to questions and provided ideas for improvements over the last year.
For those reasons stated, it is staff’s recommendation that the city authorize Amendment No. 1, to the Parks Landscape Maintenance contract with Mariposa Landscape Inc., for Fiscal Year 2022-23, for the term of July 1, 2022 through June 30, 2023.
Pursuant to Section 2.1 of the original agreement, the total compensation can be adjusted to reflect the annual changes in the U.S. Department of Labor, Bureau of Labor Statistics, Consumer Price Index (CPI) Riverside – San Bernardino – Ontario Area. For the period from March 2020 to March 2021, the CPI was at 8.6%. Reflecting the CPI rate of 8.6%, the monthly service rate will increase from $ 7,090.16 to $7,699.91.
JUSTIFICATION:
The Parks and Recreation Department does not have the required staff needed to perform the scope of work included in the Scope of Services and maintain the current service levels of our parks, therefore; it is necessary to retain a landscape maintenance contractor to provide these services. Mariposa Landscapes, Inc. came to the city highly as a highly respected vendor and has performed above expectations.
FISCAL IMPACT:
The total annual compensation of $92,398.92 as well as the 10% contingency amount for additional work results in the Not to Exceed amount of $ 101,638.80. The funding for 30 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 188
Staff Report: Resolution 2022- 56, Approving Contract for City Parks Landscape Maintenance May 10, 2022
parks landscape maintenance will be fully funded within the parks operational budget account 001-3600-461.23.-29.
ALTERNATIVES:
The City Council may choose to reject this action which would result in a significant reduction in Parks landscape maintenance. The City does not have staff resources to perform the landscape maintenance included in the scope of work.
ATTACHMENTS:
1. Resolution 2022-56
https://banningca. gov/DocumentCenter/ View/10468/Att-1-Resolution- 2022-56- Mariposa- Landscapes- Amendment- No-1
2. Scope of Work
https://banningca. gov/DocumentCenter/ View/10469/Att-2-Scope- of-Work-from-RFP20-035
3. Draft Amendment No. 1 to Agreement
https://banningca. gov/DocumentCenter/ View/10465/Att-3-Draft-Amendment- 1
4. Mariposa Landscapes Inc., Original Proposal
https://banningca. gov/DocumentCenter/ View/10466/Att-4-Mariposa- Landscape- Inc-- Proposal
5. Amendment No. 1
https://banningca. gov/DocumentCenter/ View/10467/Att-5-Mariposa- LandscapesOriginal- Agreement Approved by:
Douglas Schulze
City Manager
31 https://banningca.gov/DocumentCenter/View/10467/Att-5-Mariposa-Landscapes- https://banningca.gov/ Original-Agreement DocumentCenter/
View/10467/Att-5-
Mariposa-LandscapesOriginal-Agreement
https://banningca.gov/DocumentCenter/View/10466/Att-4-Mariposa-Landscape-Inc--- https:// Proposal banningca.go
v/
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nter/
View/10466/
Att-4-
MariposaLandscapeInc---
Proposal
https://banningca.gov/DocumentCenter/View/10465/Att-3-Draft-Amendment-1 https://banningca.gov/DocumentCenter/View/10469/Att-2-Scope-of-Work-from- https:// RFP-20-035 banningca.
gov/
Document
Center/
View/1046
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Scope-ofWorkfromRFP-20-03
5 https://banningca.gov/DocumentCenter/View/10468/Att-1-Resolution-2022-56- https://banningca.gov/DocumentCenter/ Mariposa-Landscapes-Amendment-No-1 View/10468/Att-1-Resolution-2022-56- Mariposa-Landscapes-Amendment-No-1
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RESOLUTION 2022-56
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BANNING, CALIFORNIA, APPROVING AMENDMENT NO. 1 TO THE AGREEMENT WITH MARIPOSA LANDSCAPES, INC. FOR LANDSCAPE MAINTENACE OF CITY PARKS FOR FISCAL YEAR 2022/2023 IN AN AMOUNT NOT-TO-EXCEED $ 101,638.80
WHEREAS, the Parks and Recreation Department does not have the required staff needed to provide parks landscape maintenance for City parks; therefore, it is necessary to retain a landscape maintenance service provider to effectively, efficiently and safely maintain the current service level for City parks; and WHEREAS, at the regularly scheduled meeting on February 23, 2022, the City Council awarded a Park's Landscape maintenance contract ( C00698) to Mariposa landscapes, Inc., for maintenance of City Parks; and
WHEREAS, the initial Agreement for maintenance ofthe City Parks was for a term offifteen ( 15) months with four (4), one (1) year renewal options upon satisfactory review of the previously provided services; and
WHEREAS, the original contract was in the amount of $96,684, with a 10% contingency, for a total not to exceed amount of $106,352; and WHEREAS, Mariposa Landscape Services, Inc., has provided satisfactory service to the City over the term of the initial contract; and
WHEREAS, the ContractAgreementwith Mariposa Landscapes, Inc., provides an option to renew at the annual rate plus the annexed CPI for the previous year for up to four (4) additional years upon satisfactory review of the previously provided services; and WHEREAS, staff recommends the continuation of Mariposa Landscape, Inc., services for Fiscal Year 2022/2023.
NOW, THEREFORE, BE IT RESOLVED by the City Council ofthe City ofBanning as follows:
SECTION 1. Amendment No. 1 to the Agreement between the City of Banning and Mariposa Landscapes, Inc, is approved for an additional one ( 1) year term from July 1, 2022 to June 30, 2023 in the not to exceed amount of $101,6383.80 including a 10% contingency for additional work not included in the scope of services.
SECTION 2. That the City Manager or his designee is authorized to make all necessary budget adjustments, appropriations and transfers related to the agreement for Landscape Maintenance of City parks.
Resolution 2022-56
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SECTION 3. That the City Manager is authorized to execute Amendment No. 1 with Mariposa Landscapes, Inc.
SECTION 4 . The City Clerk shall certify to the adoption of this Resolution and shall cause a certified resolution to be filed in the book of original resolutions .
PASSED, APPROVED AND ADOPTED this 10th day of May 2022.
Caroline Patton, Dep
City of Banning
APPROVED AS TO FORM AND
LEGAL CONTENT:
zS:~==-·
Kevin G. Ennis, City Attorney
Richards, Watson & Gershon
Resolution 2022-56
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CERTIFICATION:
I, Caroline Patton, Deputy City Clerk of the City of Banning, California, do hereby certify that the foregoing Resolution 2022-56, was duly adopted by the City Council of the City of Banning, California, at a regular meeting thereof held on the 10th day of May 2022 by the following vote, to wit:
AYES: Hamlin, Happe, Pingree, Sanchez, and Wallace.
NOES:
ABSENT:
ABSTAIN:
Resolution 2022- 56
Caroline Patton, De City Clerk
City of Banning , California
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AGREEMENT FOR CONTRACT SERVICES (C00698)
FOR LANDSCAPE MAINTENANCE SERVICES FOR CITY
PARKS
By and Between
THE CITY OF BANNING,
A MUNICIPAL CORPORATION
and
MARIPOSA LANDSCAPES, INC.
a California corporation
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AGREEMENT FOR CONTRACT SERVICES (C00698) FOR LANDSCAPE
MAINTENANCE SERVICES FOR CITY PARKS BY AND BETWEEN CITY OF BANNING AND MARIPOSA LANDSCAPES, INC.
THIS AGREEMENT FOR CONTRACT SERVICES (herein” Agreement”) is made and entered into this day: ________________, by and between the CITY OF BANNING, a municipal corporation (“City”) and MARIPOSA LANDSCAPES, INC., a California corporation and licensed contractor (California License Number 592268) (“Contractor”). City and Contractor are sometimes hereinafter individually referred to as “Party” and hereinafter collectively referred to as the “Parties.”
RECITALS
A. City has sought, by issuance of a Request for Proposals (RFP No. 20-035), the performance of the Services defined and described particularly in Article 1 of this Agreement, including turf management; shrub bed maintenance; tree care and pruning; fertilization; environmental weed and pest control program; and irrigation equipment and operations at the following locations: Dysart Park, Lion’s Park, Repplier Park, Roosevelt Williams Park, and Sylvan Park.
B. Contractor, following submission of a proposal or bid for the performance of the Services defined and described particularly in Article 1 of this Agreement, was selected by the City to perform those Services.
C. On February 23, 2021, City Council approved the award and execution of this Agreement.
D. Pursuant to the City of Banning’s Municipal Code, City has authority to enter into this Agreement.
E. The Parties desire to formalize the selection of Contractor for performance of those Services defined and described particularly in Section 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.
OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:
ARTICLE 1. SERVICES OF CONTRACTOR
1.1 Scope of Services.
In compliance with all terms and conditions of this Agreement, the Contractor shall provide those Services specified in the “Scope of Services” attached hereto as Exhibit “A” and “A-1” and incorporated herein by this reference, which Services may be referred to herein as the “Services” hereunder. As a material inducement to the City entering into this Agreement, Contractor represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent, and DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 3/22/2021
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professional manner, and is experienced in performing the Services contemplated herein.
Contractor shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all Services described herein. Contractor covenants that it shall follow the highest professional standards in performing the Services required hereunder and that all materials will be of good quality, fit for the purpose intended. For purposes of this Agreement, the phrase “highest professional standards” shall mean those standards of practice recognized by one or more firstclass firms performing similar work under similar circumstances.
1.2 Order of Precedence.
The Scope of Services shall include City’s Request for Proposals (“RFP”) and the Contractor’s Response to the City’s RFP (“Response”) which shall be incorporated herein by this reference as though fully set forth herein. In the event of any inconsistency between the terms of this Agreement and the RFP or Response, the terms of this Agreement shall govern. In the event of any inconsistency between the terms of the City’s RFP and the Contractor’s Response, the City’s RFP shall govern.
1.3 Compliance with Law.
Contractor shall keep itself informed concerning, and shall render all Services hereunder in accordance with all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered.
1.4 Licenses, Permits, Fees and Assessments.
Contractor shall obtain at its sole cost and expense such licenses, permits and approvals as may be required by law for the performance of the Services required by this Agreement.
Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the Services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes penalties or interest levied, assessed or imposed against City hereunder.
1.5 Familiarity with Services.
By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the Scope of Services to be performed, (ii) has carefully considered how the Services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the Services under this Agreement. If the Services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of Services hereunder. Should the Contractor discover any latent or unknown conditions, which will materially affect the performance of the Services hereunder, Contractor shall immediately inform the City of such fact and shall not proceed except at Consultant’s risk until written instructions are received from the Contract Officer.
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1.6 Prevailing Wages.
Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “Public Works” and “Maintenance” projects. If the Services are being performed as part of an applicable “Public Works” or “Maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000.00 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.
Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.
1.7 Additional Services.
City shall have the right at any time during the performance of the Services, without invalidating this Agreement, to order extra Services beyond that specified in the Scope of Services or make changes by altering, adding to or deducting from said Services. No such extra Services may be undertaken unless a written order is first given by the Contract Officer to the Contractor, incorporating therein any adjustment in (i) the Contract Sum, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Contractor. Any increase in compensation of up to ten percent (10%) of the Contract Sum, or $25,000, whichever is less; or in the Schedule of Performance of up to one hundred eighty (180) days may be approved by the Contract Officer. Any greater increases, taken either separately or cumulatively must be approved by the City Council. It is expressly understood by Contractor that the provisions of this Section shall not apply to Services specifically set forth in the Scope of Services or reasonably contemplated therein. Contractor hereby acknowledges that it accepts the risk that the Services to be provided pursuant to the Scope of Services may be more costly or time consuming than Contractor anticipates and that Contractor shall not be entitled to additional compensation therefor.
ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.
2.1 Contract Sum.
Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the sum of NINETY SIX THOUSAND, SIX HUNDRED AND EIGHTY FOUR DOLLARS ($96,684.00) (the “Contract Sum”) annually, unless additional compensation is approved pursuant to Section 1.7.
Compensation may be adjusted annually on July 1st of each year, or during the term of the Contract Agreement to reflect annual changes in the U.S. Department of Labor, Bureau of Labor Statistics, Consumer Price Index Riverside-San Bernardino-Ontario Area, or any successor index agreed upon by the City and Contractor, as set forth over the previous available twelve (12) months prior to the date of adjustment.
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2.2 Invoices.
Each month Contractor shall furnish to City an original invoice for all Services performed and expenses incurred during the preceding month in a form approved by City’s Director of Finance. The invoice shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor charges. Sub-contractor charges shall also be detailed by such categories.
City shall independently review each invoice submitted by the Contractor to determine whether the Services performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for Services performed or expenses incurred by Contractor which are disputed by City, or as provided in Section 7.3. City will use its best efforts to cause Contractor to be paid within forty-five (45) days of receipt of Contractor’s correct and undisputed invoice(s). In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor for correction and resubmission.
ARTICLE 3. TERM
3.1 Term.
Unless earlier terminated in accordance with Article 7 of this Agreement, the term of this Agreement shall commence on April 1, 2021 and shall expire on June 30, 2022. This Agreement shall include the option to extend for four (4) additional one-year terms if agreed to in writing in advance by both Parties.
ARTICLE 4. COORDINATION OF SERVICES
4.1 Representatives and Personnel of Contractor.
The following principal of Contractor (Principal) is hereby designated as being the principal and representative of Contractor authorized to act in its behalf with respect to the Services specified herein and make all decisions in connection therewith.
Terry Noriega, President
4.2 Representative Name, Title.
It is expressly understood that the experience, knowledge, capability and reputation of the foregoing principal was a substantial inducement for City to enter into this Agreement. Therefore, the foregoing principal shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the Services hereunder. All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principal. For purposes of this Agreement, the foregoing Principal may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the Services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the Services required under this Agreement, prior to and during any such performance.
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4.3 Status of Contractor.
Contractor shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
4.4 Contract Officer.
The Contract Officer shall be such person as may be designated by the City Manager. It shall be the Contractor’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the Services and the Contractor shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.
4.5 Independent Contractor.
Neither the City nor any of its employees shall have any control over the manner, mode or means by which Contractor, its agents or employees, perform the Services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Contractor’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Contractor shall perform all Services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. Contractor shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City. City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.
4.6 Prohibition Against Subcontracting or Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the Services required hereunder without the express written approval of the City. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty-five percent (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
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ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS
5.1 Insurance Coverages.
Throughout the life of this Agreement, Contractor shall pay for and maintain in full force and effect all policies of insurance required hereunder with an insurance company(ies) that meet the standards specified in Section 5.5. The following policies of insurance are required:
(i) COMMERCIAL GENERAL LIABILITY insurance which shall be at least as broad as the most current version of Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01 and include insurance for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and non-owned equipment), products and completed operations, and contractual liability (including, without limitation, indemnity obligations under the Contract) with limits of liability of not less than the following:
$1,000,000 per occurrence for bodily injury and property damage $1,000,000 per occurrence for personal and advertising injury $2,000,000 aggregate for products and completed operations $2,000,000 general aggregate
(ii) COMMERCIAL AUTOMOBILE LIABILITY insurance which shall be at least as broad as the most current version of Insurance Service Office (ISO) Business Auto Coverage Form CA 00 01, and include coverage for all owned, hired, and non-owned automobiles or other licensed vehicles (Code 1 Any Auto) with limits of liability of not less than $1,000,000 per accident for bodily injury and property damage.
(iii) WORKERS’ COMPENSATION insurance as required under the California Labor Code.
(iv) EMPLOYERS’ LIABILITY insurance with limits of liability of not less than $1,000,000 each accident, $1,000,000 disease policy limit and $1,000,000 disease each employee.
In the event Contractor purchases an Umbrella or Excess insurance policy(ies) to meet the minimum limits of insurance set forth above, this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies).
If this Agreement continues for more than three (3) years duration, or in the event the City Manager or his/her designee determines that the work or Services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City Manager, or his/her designee.
Contractor shall be responsible for payment of any deductibles contained in any insurance policies required hereunder and Contractor shall also be responsible for payment of any self-insured retentions.
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Any deductibles or self-insured retentions must be declared to, and approved by, the City Manager or his/her designee. At the option of the City Manager or his/her designee, either: (i) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to City, its Council members, officers, officials, employees and agents; or (ii) Contractor shall provide a financial guarantee, satisfactory to the City Manager or his/her designee, guaranteeing payment of losses and related investigations, claim administration and defense expenses. At no time shall the City be responsible for the payment of any deductibles or self-insured retentions.
5.2 General Requirements.
All policies of insurance required hereunder shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after 30 calendar day written notice has been given to City. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or reduction in coverage or in limits, Contractor shall furnish City with a new certificate and applicable endorsements for such policy(ies). In the event any policy is due to expire during the work to be performed for City, Contractor shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy not less than 15 calendar days prior to the expiration date of the expiring policy.
The General Liability and Automobile Liability insurance policies shall be written on an occurrence form. The General Liability (including ongoing and completed operations) and Automobile Liability shall name City and its officers, officials, employees, agents and volunteers as an additional insured. Such policy(ies) of insurance shall be endorsed so Contractor’s insurance shall be primary and no contribution shall be required of City. The coverage shall contain no special limitations on the scope of protection afforded to the City and its officers, officials, employees, agents and volunteers. The Workers’ Compensation insurance policy shall contain a waiver of subrogation as to City and its officers, officials, employees, agents and volunteers.
Should Contractor maintain insurance with broader coverage and/or limits of liability greater than those shown above, City requires and shall be entitled to the broader coverage and/or the higher limits of liability maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
Contractorshall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificates and applicable endorsements are to be received and approved by the City Manager or his/her designee prior to City’s execution of the Agreement and before work commences.
If at any time during the life of this Agreement or any extension, Contractor or any of its subcontractors fail to maintain any required insurance in full force and effect, all work under this Agreement shall be discontinued immediately, and all payments due or that become due to Contractor shall be withheld until notice is received by City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to City. Any failure to maintain the required insurance shall be sufficient cause for City to terminate this Agreement. No action taken by City hereunder shall in any way relieve Contractor of its responsibilities under this Agreement.
Upon request of City, Contractor shall immediately furnish City with a complete copy of any insurance policy required under this Agreement, including all endorsements, with said copy certified by the underwriter to be a true and correct copy of the original policy. This requirement shall survive expiration or termination of this Agreement.
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The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Agreement. The duty to indemnify City and its officers, officials, employees, agents and volunteers shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Contractor, its principals, officers, employees, agents, persons under the supervision of Contractor, vendors, suppliers, invitees, subcontractors, or anyone employed directly or indirectly by any of them.
If Contractor should subcontract all or any portion of the Services to be performed under this Agreement, Contractor shall require each subcontractor to provide insurance protection in favor of City and its officers, officials, employees, agents and volunteers in accordance with the terms of each of the preceding paragraphs, except that the subcontractors’ certificates and endorsements shall be on file with Contractor and City prior to the commencement of any work by the subcontractor.
5.3 Indemnification, Hold Harmless, and Duty to Defend.
A. Indemnities.
1) To the fullest extent permitted by law, Contractor shall, at its sole cost and expense, defend, hold harmless and indemnify City and its elected officials, officers, attorneys, agents, employees, designated volunteers, successors, assigns and those City agents serving as independent contractors in the role of City officials (collectively “Indemnitees”), from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, or other professionals and all costs associated therewith and the payment of all consequential damages (collectively “Liabilities”), in law or equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of Contractor, its officers, agents, servants, employees, subcontractors, materialmen, Contractors or their officers, agents, servants or employees (or any entity or individual that Contractor shall bear the legal liability thereof) in the performance of this Agreement, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees as determined by court decision or by the agreement of the Parties. Contractor shall defend the Indemnitees in any action or actions filed in connection with any Liabilities with counsel of the Indemnitees’ choice, and shall pay all costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in connection with such defense. Contractor shall reimburse the Indemnitees for any and all legal expenses and costs incurred by Indemnitees in connection therewith.
2) Contractor shall pay all required taxes on amounts paid to Contractor under this Agreement, and indemnify and hold City harmless from any and all taxes, assessments, penalties, and interest asserted against City by reason of the independent contractor relationship created by this Agreement. Contractor shall fully comply with the workers’ compensation law regarding Contractor and Contractor’s employees. Contractor shall indemnify and hold City harmless from any failure of Contractor to comply with applicable workers’ compensation laws. City may offset against the amount of any fees due to Contractor under this Agreement any amount due to City from Contractor as a result of Contractor’s failure to promptly pay to City any reimbursement or indemnification arising under this subparagraph A.2).
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3) Contractor shall obtain executed indemnity agreements with provisions identical to those in this Section from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Contractor in the performance of this Agreement.
If Contractor fails to obtain such indemnity obligations, Contractor shall be fully responsible and indemnify, hold harmless and defend the Indemnitees from and against any and all Liabilities at law or in equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of Contractor’s subcontractor, its officers, agents, servants, employees, subcontractors, materialmen, Contractors or their officers, agents, servants or employees (or any entity or individual that Contractor’s subcontractor shall bear the legal liability thereof) in the performance of this Agreement, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees as determined by court decision or by the agreement of the Parties.
B. Workers’ Compensation Acts not Limiting. Contractor’s indemnifications and obligations under this Section, or any other provision of this Agreement, shall not be limited by the provisions of any workers’ compensation act or similar act. Contractor expressly waives its statutory immunity under such statutes or laws as to City, its officers, agents, employees and volunteers.
C. Insurance Requirements not Limiting. City does not, and shall not, waive any rights that it may possess against Contractor because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. The indemnities in this Section shall apply regardless of whether or not any insurance policies are determined to be applicable to the Liabilities, tax, assessment, penalty or interest asserted against City.
D. Survival of Terms. Contractor’s indemnifications and obligations under this Section shall survive the expiration or termination of this Agreement.
5.4 Performance Bond.
Concurrently with execution of this Agreement, and if required in Exhibit “B”, Contractor shall deliver to City performance bond in the sum of the amount of the Contract Sum, in the form provided by the City Clerk, which secures the faithful performance of this Agreement. The bond shall contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his power of attorney. The bond shall be unconditional and remain in force during the entire term of the Agreement and shall be null and void only if the Contractor promptly and faithfully performs all terms and conditions of this Agreement.
5.5 Sufficiency of Insurer or Surety.
Insurance or bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A” or better in the most recent edition of Best Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better, unless such requirements are waived by the Risk Manager of the City (“Risk Manager”) due to unique circumstances. If this Agreement continues for more than three (3) years duration, or in the event the Risk Manager determines that the work or Services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the performance bond DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 202
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required by Section 5.4 may be changed accordingly upon receipt of written notice from the Risk Manager; provided that the Contractor shall have the right to appeal a determination of increased coverage by the Risk Manager to the City Council of City within ten (10) days of receipt of notice from the Risk Manager.
ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION
6.1 Records.
Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies or other documents relating to the disbursements charged to City and Services performed hereunder (the “Books and Records”), as shall be necessary to perform the Services required by this Agreement and enable the Contract Officer to evaluate the performance of such Services. Any and all such Books and Records shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such Books and Records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such Books and Records. Such Books and Records shall be maintained for a period of 3 years following completion of the Services hereunder, and the City shall have access to such Books and Records in the event any audit is required. In the event of dissolution of Contractor’s business, custody of the Books and Records may be given to City, and access shall be provided by Contractor’s successor in interest.
6.2 Reports.
Contractor shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the Services required by this Agreement as the Contract Officer shall require. Contractor hereby acknowledges that the City is greatly concerned about the cost of Services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the Services contemplated herein Contractor shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto.
6.3 Ownership of Documents.
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “Documents and Materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the Documents and Materials hereunder. Any use, reuse or assignment of such completed Documents and Materials for other projects and/or use of uncompleted Documents and Materials without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, revise or assignment. Contractor may retain copies of such Documents and Materials for its own use. Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 203
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Documents and Materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom.
6.4 Confidentiality and Release of Information.
(a) All information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the Services performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives City notice of such court order or subpoena. (c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorney’s fees, caused by or incurred as a result of Contractor’s conduct. (d) Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the Services performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.
ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION
7.1 California Law.
This Agreement shall be interpreted, construed and governed both as to validity and to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Riverside, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in Riverside.
7.2 Disputes; Default.
In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any Services performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 204
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default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Contractor is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices.
In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under this Article. Any failure on the part of the City to give notice of the Contractor’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.
7.3 Retention of Funds.
Contractor hereby authorizes City to deduct from any amount payable to Contractor (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Contractor’s acts or omissions in performing or failing to perform Contractor’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Contractor, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Contractor to insure, indemnify, and protect City as elsewhere provided herein.
7.4 Waiver.
Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.
Acceptance by City of any Services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting Party on any default shall impair such right or remedy or be construed as a waiver.
Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
7.5 Rights and Remedies are Cumulative.
Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
7.6 Legal Action.
In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement.
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7.7 Liquidated Damages.
Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of Not Applicable ($0.00) as liquidated damages for each working day of delay in the performance of any service required hereunder, as specified in the Schedule of Performance (Exhibit “D”). The City may withhold from any monies payable on account of Services performed by the Contractor any accrued liquidated damages.
7.8 Termination Prior to Expiration of Term.
This Section shall govern any termination of this Agreement except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Agreement at any time, with or without cause, upon thirty (30) days’ written notice to Contractor, except that where termination is due to the fault of the Contractor, the period of notice may be such shorter time as may be determined by the Contract Officer. In addition, the Contractor reserves the right to terminate this Agreement at any time, with or without cause, upon sixty (60) days’ written notice to City, except that where termination is due to the fault of the City, the period of notice may be such shorter time as the Contractor may determine. Upon receipt of any notice of termination, Contractor shall immediately cease all Services hereunder except such as may be specifically approved by the Contract Officer. Except where the Contractor has initiated termination, the Contractor shall be entitled to compensation for all Services rendered prior to the effective date of the notice of termination and for any Services authorized by the Contract Officer thereafter in accordance with the Agreement or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Contractor has initiated termination, the Contractor shall be entitled to compensation only for the reasonable value of the Services actually performed hereunder. In the event of termination without cause pursuant to this Section, the terminating Party need not provide the non-terminating Party with the opportunity to cure pursuant to Section 7.2.
7.9 Termination for Default of Contractor.
If termination is due to the failure of the Contractor to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.2, take over the Services and prosecute the same to completion by contract or otherwise, and the Contractor shall be liable to the extent that the total cost for completion of the Services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Contractor for the purpose of set-off or partial payment of the amounts owed the City as previously stated.
7.10 Attorneys’ Fees.
If either Party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing Party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s fees on any appeal, and in addition a Party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 206
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accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.
ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
8.1 Non-liability of City Officers and Employees.
No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.
8.2 Conflict of Interest.
Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of Services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which effects his financial interest or the financial interest of any corporation, partnership or association in which he is, directly or indirectly, interested, in violation of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.
8.3 Covenant Against Discrimination.
Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, marital status, national origin, or ancestry in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, marital status, national origin, or ancestry.
8.4 Unauthorized Aliens.
Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C.A. §§ 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of Services covered by this Agreement, and should the any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City.
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ARTICLE 9. MISCELLANEOUS PROVISIONS
9.1 Notices.
Any notice, demand, request, document, consent, approval, or communication that either Party desires or is required to give to the other Party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer, CITY OF BANNING, 99 East Ramsey Street, Banning, CA 92220 and in the case of the Contractor, to the person at the address designated on the execution page of this Agreement. Either Party may change its address by notifying the other Party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section.
9.2 Interpretation.
The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
9.3 Counterparts.
This Agreement may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument.
9.4 Integration; Amendment.
This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the Parties. It is understood that there are no oral agreements between the Parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the Parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.
9.5 Severability.
In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the Parties hereunder unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.
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9.6 Time is of the Essence. Time is of the essence in every provision of this Agreement in which time for performance is a factor.
9.7 Corporate Authority.
The persons executing this Agreement on behalf of the Parties hereto warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which said Party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the Parties. [SIGNATURES ON FOLLOWING PAGE]
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IN WITNESS WHEREOF the Parties hereto have executed this Agreement the day and year first hereinabove written.
CITY OF BANNING CONSULTANT
Douglas Schulze, Date
City Manager
NAME: Date
TITLE:
NAME: Date
TITLE:
ATTEST:
Tax ID No.
Laurie Sampson Date
Acting Deputy City Clerk
Address:
APPROVED AS TO FORM:
Richards, Watson & Gershon
City Council Approval: 02/23/2021
Kevin G. Ennis, Esq., Date
City Attorney
NOTE: PROOF OF AUTHORITY TO BIND CONTRACTING PARTY REQUIRED.
APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS,
ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT’S BUSINESS ENTITY.
DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 Terry Noriega
President
95-4245898
3/19/2021
6232 Santos Diaz ST, Irwindale CA 91702
3/19/2021
3/22/2021
3/22/2021
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Exhibit A -1
11303-0001\2191356v2.doc
EXHIBIT “A”
SCOPE OF SERVICES
I. Contractor will perform the following Services:
As specified in RFP 20-035.
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City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
IV. SCOPE OF WORK
IV.A Introduction
The City of Banning is seeking proposals from qualified contractors and intends to retain the services of a contractor to provide landscape maintenance services for its properties throughout the City. The City is considering awarding a contract to begin April 1, 2021, for a term of one (1) year and (3) three months with the option to renew for an additional four (4) single years upon an annual review of the provided services. The City of Banning reserves the right to accept or reject any or all proposals. These Specifications and Scope of Services shall become part of the contract Agreement.
The scope of services includes turf management; shrub bed maintenance; tree care and pruning; fertilization; environmental weed and pest control program; and irrigation equipment and operations for all locations identified in this Request for Proposals (“RFP”) and listed below:
• Dysart Park (2101 W. Victory Avenue)
• Lion's Park (9955 S. Hargrave Street)
• Repplier Park (201 W. George Street)
• Roosevelt Williams Park (1101 E. George Street)
• Sylvan Park (2801 W. Nicolet Street)
It is the responsibility of the Contractor to visit the sites and become familiar with the project locations and maintenance needs. It is the City’s expectation that all land care and maintenance items identified in this RFP will be addressed.
IV.B TURF MANAGEMENT
1. Lawn Mowing
1. For all turf areas, Contractor will inspect and police the grounds for litter and debris prior to each mowing and dispose of it.
2. Turf will be mowed one time per week during active growing periods, and as often as required during slow periods of growth to maintain a neat and manicured appearance, weather permitting.
3. Mowing height for all irrigated lawn areas will be no less than 1 ½” and no more than 2” for a finished cut height unless otherwise requested. Turf will be cut at a uniform height. Mowing equipment is to be kept sufficiently sharp and properly adjusted through daily servicing to provide a cleanly cut grass blade. Grass blade bruising, tearing, and shredding are to be prevented. Mowing pattern will be varied where DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 212
City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
possible to reduce rutting and compaction of grade. Any excess clippings will be dispersed and/or collected to prevent damage and unsightly appearance of lawns.
4. Unless otherwise specified, grass cuttings need not be removed. However, when an inordinate amount of grass is evident, removal may be requested by staff with no extra charge to City for such removal by contractor. Clippings shall be legally disposed of offsite at the Contractor's expense. Special note: frequencies and turf height may change throughout the year in order to accommodate sports activities and facility use schedule; staff may request change in such turf height to address such activities.
5. Work shall be performed on the same day each week. Contractor shall provide a mow schedule to the City. Initial week schedule and any changes must be approved by the City prior to implementation. All mowing missed due to inclement weather or ground conditions from such weather shall be rescheduled and completed within (3)) three working days.
6. Aeration: Contractor shall aerate all turf areas a minimum of once a year by removing one 1/2" diameter by 3" deep cores of sod with an aerator machine with not more than 66" spacing, once over. Aeration shall take place at an approved time frame each year. In addition, the tops of all mounds and any areas that show excessive compaction shall receive additional treatment as required, to alleviate this condition and allow for proper water penetration and minimal runoff. All damaged areas larger than 4" by 4" shall be seeded on an as-needed basis. The cores shall be dragged to breakup cores and allowed to remain or be removed at the Contractor's discretion with approval of the City.
7. Over seeding:- Annual (one time per year) over seeding shall take place. Contractor shall prepare turf (verticutting and aeration) prior to applying seed. Seed shall match existing lawn and will be provided by the City. All labor and the equipment to perform the over seeding will be the responsibility of the Contractor.
2. Edging and String Trimming
1. Concurrent with every mowing, all turf grass borders shall be neatly and uniformly edged or trimmed. String trimmers (weed eaters) or similar equipment shall not be used around trees or shrubs or wooden posts or for hardscape/pathways/mow strips edging. This trimming shall include cutting all grass along walls, fences, foundations, curbs, sidewalks, shrubs, tree trunks, poles, guy wires, or other object within or immediately adjacent to lawn areas. Trim shall not exceed one half(1/2) - inch from hardscape.
2. Trim around sprinkler heads as necessary to allow maximum water coverage.
Trimming shall not expose the sprinkler body or trim cap.
3. Care shall be taken to avoid damage to tree trunks, shrubs, sign posts, buildings, and other structures. Damage shall be promptly reported to the City's representative and repairs made promptly at the Contractor's expense. Any damage to tree trunks and/or shrubs shall be considered neglect and shall be replaced at the discretion of DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 213
City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
City staff at the Contractor's expense. All walkways, roadways, trails or other areas dirtied by edging operations shall be cleaned and all debris disposed offsite prior to the completion of the day's operations or end of the day, whichever occurs first.
CLIPPINGS/DEBRIS SHALL NOT BE BLOWN INTO STORM DRAINS OR INTO GUTTERS THAT DRAIN INTO STORM DRAINS BUT SHALL BE LEGALLY DISPOSED OF.
3. Clearing of Walks
1. At the conclusion of each visit, walks adjacent to work areas will be blown clean.
IV.C SHRUB BED MAINTENANCE
1. Landscaped areas will be policed throughout the growing season for weeds, litter, and debris. Particular attention will be paid to entryways, focal points, and high traffic areas.
2. Planter beds will be groomed to promote an attractive, fresh appearance.
3. Concrete swales (if applicable) to be kept clear of miscellaneous dirt and debris.
4. Complete trimming, edging, and weeding of all shrub and ground cover areas will be done on a cyclical basis. Trimming and edging are to be performed monthly and weeding is to be performed weekly. Major pruning will be done following flowering or during plant dormant season.
1. Pruning shall be performed by Contractor’s designated staff member who is trained and demonstrated competency in proper pruning techniques.
2. Prune shrubbery and hedges at established maintenance height.
3. Prune groundcover as required to contain perimeter growth to within bed areas where adjacent to walks, curbs, and structures. Mature groundcover will be maintained at a consistent appearance with a beveled or rolled edge at hard surfaces.
4. Shearing of plants will occur only where previous practice has been to shear, or as directed.
5. Removal of leaves and debris from lawns, planter beds, and walkways will be completed throughout the year as needed to maintain a clean appearance.
6. Dead or damaged shall be removed whenever possible.
7. Contractor shall monitor trees for signs of disease and insect infestations. If affected, appropriate recommendations for treatment shall be submitted to the City. When insect and/or disease problems are detected, legally approved chemicals are to be used to treat the problem.
IV.D TREE CARE & PRUNING
1. All trees will be “skirted” as needed per the City’s request to allow for pedestrian and vehicle clearance. Remove lower branches of trees when in conflict with growth of DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 214
City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
planning beneath. On trees that are over 12’ only low hanging branches that are considered a hazard to pedestrians or vehicles will be pruned as part of this agreement.
2. All trees under 12” total height will be pruned to remove weak, dead, damaged, and diseased portions of the plant for natural growth development.
1. Cuts will be flush and clean, leaving not stubs, or tearing of bark. Major pruning will be done following flowering or during plant’s dormant season.
2. Dead or damaged portion shall be removed whenever possible.
3. Pruning to be performed by Contractor’s designated staff member who is trained and demonstrates competency in proper pruning techniques.
4. Contractor shall monitor trees for signs of disease and insect infestations. If affected, appropriate recommendations for treatment shall be submitted to the City. When insect and/or disease problems are detected, legally approved chemicals are to be used to treat the problem.
3. Monitor trees that are staked or guyed. Loosen and/or remove supports when appropriate to prevent girdling of the trunk and encourage root support. Replace stakes when damaged.
IV.E FERTILIZATION
1. Contractor shall provide all labor and materials to fertilize lawn, shrubs and ground cover to maintain proper nutrient levels and provide a consistent, healthy appearance.
1. Turf, shrub and ground cover areas will be fertilized with specifically formulated products including well-balanced, slow-release fertilizers customized seasonally by Contractor. Seasonally refers to “Winter” and “Summer” and different fertilizers will be used based on ground temperature.
2. Fertilizer product will be selected based on plant type and season.
IV.F ENVIRONMENTAL WEED AND PEST CONTROL PROGRAM
1. All applications and herbicides or pesticides will be performed under the direction of California Licensed & Certified Pest Control Specialist. All safety precautions will be taken in the handling and application of chemicals as stated on manufacture’s labels.
2. Broadleaf turf weeds will be treated as needed in the “Spring” and “Fall” with applicable materials.
3. Weeds in shrub, planter beds, ground cover areas, tree circles, and sidewalk cracks adjacent to landscaped areas will be controlled by a manual weeding program or by using selected herbicides, including pre-emergent herbicides.
DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 215
City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
4. Planting areas will be monitored for insect and disease infestations. Moles, field mice, ground squirrels, gophers, and other rodent activity will be monitored. Notification of problems and recommendations for timely appropriate, control measure will be made.
5. Material Safety Data Sheets (MSDS) for all chemicals used on site(s) are available from Contractor to clients in accordance with EPA and OSHA regulations. Sheets shall be provided to the City.
6. Notice of scheduled use of pesticides and herbicides must be given to the City prior to use and signage on site may be required prior to application at the City's discretion.
7. Contractor shall be in compliance with requirements for hazardous communications programs. Pest control specialist are to be trained and supervised in the safe application, storage, and disposal of chemicals in accordance with EPA, OSHA, and DPR regulations.
IV.G IRRIGATION EQUIPMENT AND OPERATION
1. . Schedule all irrigation controllers on project to maximize existing irrigation systems efficiency. Controller programs will be adjusted as determined by weather and plant requirements, with water conservation methods in place. Controllers will be shut off during periods of rain. Watering will be scheduled for night or early morning unless instructed differently by City’s representative.
2. Clean and adjust sprinkler system to provide the best coverage possible from existing system. Turn on each zone, monitor for leaks or malfunctioning parts, and adjust for proper spray arch and maximum efficiency.
3. Upon inspection, any accidental damage or vandalism caused by others shall be reported to owner within 48 hours. Repair and/or replacement of any damaged of malfunctioning components beyond Contractor’s control will be submitted as an extra.
4. The irrigation system shall be checked after each mowing for any damage. Damage caused to the irrigation system by Contractor shall be repaired within forty-eight (48) hours, unless otherwise agreed to, at no charge to the City.
IV.H GENERAL CONDITIONS
1. City is responsible for all cost associated with water.
2. Contractor will provide uniformed staff supervised by fully trained Supervisors and Area Manager. Radio and cellular phone communication will be available.
3. Inspection of site(s) will be made regularly and problems, if found, will be discussed by Contractor and the City. A monthly written, comprehensive maintenance and inspection reports shall be submitted with monthly billings.
4. Debris generated by landscape activities will be removed from the site unless prior arrangements are made. Debris collected by the Contractor will be recycled and or DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 216
City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
composted. Contractor will submit a monthly diversion summary report stating diverted quantities and facilities utilized for recycling materials.
5. During routine maintenance visits, the Contractor is responsible for removing trash and debris from the properties.
IV.I CONTRACTOR COMPENSATION
The City shall pay Contractor, as compensation for the services to be performed, the sum of per month listed in the Contract Agreement with additional adjustments as specified thereinafter.
Compensation may be adjusted annually, on July 1st of each year commencing on July 1, 2022, during the term of the Contract Agreement to reflect annual changes in the U.S. Department of Labor, Bureau of Labor Statistics, Consumer Price Index Riverside-San Bernardino- Ontario Area, or any successor index agreed upon by the City and Contractor, as set forth over the previous available twelve (12) months prior to the date of adjustment.
IV.J ADDITIONAL WORK
1. The Parks and Recreation Director or designee may authorize the Contractor to perform additional work. Additional work shall be defined as work not included in the specifications with the exception of additional sites, or portions thereof that may be added and shall be in writing.
2. Prior to the Contractor performing any additional work, the Contractor shall prepare and submit a written description of the work with an estimate of labor and materials cost. No work shall commence without written authorization from the Parks and Recreation Director, or designee. In the event that conditions exist where there is imminent danger of injury to the public or damage to property, the Parks and Recreation Director or designee may verbally authorize the work to be performed upon receiving a verbal estimate from the Contractor. Within twenty-four (24) hours after receiving verbal authorization, the Contractor shall submit a written estimate to the Parks and Recreation Director or designee for written approval.
3. The cost estimate for additional work shall consist of the following elements:
1. Wholesale cost of materials including sales tax plus ten percent (10%).
2. Base cost of labor plus fifteen percent (15%) for overhead and profit.
4. Change Order - Written authorization for additional work from the Parks and Recreation Director or designee, shall be by the issuance of a Change Order. This Change Order shall be considered an amendment to the Contract Agreement and approved by both the Parks and Recreation Director and Contractor.
5. All additional work shall commence on the specified date established and shall diligently proceed until completion.
DocuSign Envelope ID: 1522D0F1-AB6A-49FA-BA4A-AEE819593491 DocuSign Envelope ID: 0F5D6BC0-F332-4374-A346-C8D536E1E618 217
City of Banning
REQUEST FOR PROPOSAL
Landscape Maintenance Services for City Parks
6. Upon completion of the additional work, the Parks and Recreation Director or designee shall be notified so that the work may be verified.
7. The Contractor shall submit an invoice for compensation with attached photocopies of original invoices for materials. Compensation shall not exceed the written estimate.
8. The Contractor’s invoice shall be subject to audit and review by the City prior to payment.
9. The City of Banning reserves the right to repair and/or contract with a third party to perform such additional work.
IV.K INSPECTION
The Parks and Recreation Director or designee may inspect the work areas to ensure adequacy of maintenance and methods of performing the work are in compliance with the contract.
However, this shall not be construed to relieve the Contractor of any duty under this contract.
Discrepancies and deficiencies in the work shall be brought to the attention of the Contractor and corrected in the manner agreed to by the Parks and Recreation Director or designee.
1. It shall be the Contractor’s responsibility to inspect, and identify, any conditions(s) that renders any areas within this Contract Agreement unsafe, as well as any unsafe practices occurring thereon. The Parks and Recreation Director or designee shall be notified immediately of any unsafe condition that requires correction.
2. During the inspection of all work sites for hazards, or potential hazards, the Contractor shall keep a log indicating the date the area was inspected, any unsafe conditions found, and the action taken.
3. The Contractor shall cooperate fully with the City of Banning in the investigation of any accidental injury or death occurring on the premises, including the submission of a complete written report thereof to the Parks and Recreation Director or designee within five days following the occurrence.
IV.L SAFETY
1. The Contractor shall perform all work outlined in these specifications in such a manner as to provide maximum safety to the public, and meet all accepted standards for safe practices during the maintenance operation, to safely maintain equipment, machines and materials or other hazards consequential or related to the work. The Contractor shall have sole responsibility for complying with all local, County, State or other legal requirements including, but not limited to CAL-OSHA.
2. The Parks and Recreation Director or designee, reserves the right to issue restraint, or cease and desist orders, to the Contractor when unsafe or harmful acts are observed or reported relative to the performance of work under this contract.
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Exhibit A-1 -1
11303-0001\2191356v2.doc
EXHIBIT “A-1”
SCOPE OF SERVICES
I. Contractor will perform the following Services:
As specified in Proposal.
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1 AMENDMENT NO. 2 TO AGREEMENT FOR CONTRACT SERVICES (C00698)
FOR LANDSCAPE MAINTENANCE SERVICES FOR CITY PARKS BETWEEN CITY OF BANNING AND MARIPOSA LANDSCAPES, INC.
THIS AMENDMENT NO. 2 TO THE AGREEMENT FOR LANDSCAPE
MAINTENANCE SERVICES FOR CITY PARKS (“Amendment No. 2”) by and between the CITY OF BANNING (“City”) and MARIPOSA LANDSCAPES, INC. (“Contractor”) is effective as of this day: _______________.
RECITALS
A. On February 23, 2021, the City awarded a Landscape Maintenance Agreement to Mariposa Landscapes, Inc. The Agreement provided that Contractor would provide those services specified in the Agreement and in the Scope of Services attached to the Agreement as Exhibit “A1”. The Agreement included a Schedule of Compensation attached as Exhibit “C” which specified that Contractor’s total compensation would not exceed One Hundred and Six Thousand Three Hundred and Fifty-Two Dollars ($106,352.00), which included a 10% contingency for additional work.
B. On March 22, 2021, the City and Contractor, executed the Landscape Maintenance Agreement for City Parks – (C00698).
C. On May 10, 2022, the City and Contractor amended the Agreement (“Amendment No. 1”) to extend the term for an additional one-year term to expire June 30, 2023 and increase the compensation for services provided under the Agreement in an amount not to exceed One Hundred One Thousand Six Hundred Thirty-Eight Dollars and Eighty Cents ($101,638.80), as approved by City Council Resolution No. 2022-56.
D. City and Contractor now desire to amend the Agreement (“Amendment No. 2”) in accordance with City Council approval to exercise the option to extend the Agreement for an additional one-year term ending on June 30, 2024, modify the scope of services to include additional landscape sites and to provide compensation for the additional one-year term and additional services in an amount not to exceed One Hundred and Thirty-Five Thousand Eight Hundred and Forty-Seven Dollars and Ninety-Seven Cents ($135,847.97) for a total not to exceed Contract Sum of Three Hundred Forty-Three Thousand Eight Hundred Thirty-Eight Dollars and Seventy-Seven Cents ($343,838.77).
TERMS
1. Contract Changes. The Agreement is amended as follows:
a) Section 1.1 and Exhibit “A” to the Agreement is amended to include the amended scope of services attached as Attachment “1” to this Amendment 2.
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1301 239
2 b) Section 2.1 (“Contract Sum”) of the Agreement is amended to provide that the City agrees to pay Contractor a monthly amount of Ten Thousand Two Hundred NinetyOne Dollars and Fifty-One Cents ($10,291.51) for twelve (12) months through June 30, 2024. Additionally, the City may authorize extra work for services not included in the agreed Scope of Services of a not to exceed amount of Twelve Thousand Three Hundred and Forty-Nine Dollars and Eighty-Five Cents ($12,349.85) for a total not to exceed amount of One Hundred and Thirty-Five Thousand Eight Hundred and FortySeven Dollars and Ninety-Seven Cents ($135,847.97). The total compensation, including reimbursement for actual expenses shall not exceed Three Hundred FortyThree Thousand Eight Hundred Thirty-Eight Dollars and Seventy-Seven Cents ($343,838.77) (the “Contract Sum”).
c) Section 3.1 (“Term”) of the Agreement is hereby amended to extend the Term of the Agreement to June 30, 2024.
2. Continuing Effect of Agreement. Except as amended by this Amendment No. 2, all provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment No. 2, whenever the term “Agreement” appears in the Agreement, it shall mean the Agreement, as amended by Amendment Nos. 1 through 2. In the event of a conflict between the provisions of this Amendment No. 2 and the provisions of the Agreement or Amendment No. 1, the provisions of this Amendment No. 2 shall control.
3. Affirmation of Agreement; Warranty Re Absence of Defaults. City and Contractor each ratify and reaffirm each and every one of the respective rights and obligations arising under the Agreement. Each party represents and warrants to the other that there have been no written or oral modifications to the Agreement other than as provided herein. Each party represents and warrants to the other that the Agreement is currently an effective, valid, and binding obligation.
Contractor represents and warrants to City that, as of the date of this Amendment No. 2, City is not in default of any material term of the Agreement and that there have been no events that, with the passing of time or the giving of notice, or both, would constitute a material default under the Agreement.
City represents and warrants to Contractor that, as of the date of this Amendment No. 2, Contractor is not in default of any material term of the Agreement and that there have been no events that, with the passing of time or the giving of notice, or both, would constitute a material default under the Agreement.
4. Adequate Consideration. The parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No. 2.
5. Authority. The persons executing this Amendment No. 2 on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Amendment No. 2 on behalf of said party, (iii) by so executing this Amendment No. 2, such party is formally bound to the provisions of this Amendment No. 2, and (iv) the DocuSign Envelope ID: ABB0887B-E27D-4297-A050-CF5DF618481D 1302 240
3 entering into this Amendment No. 2 does not violate any provision of any other Agreement to which said party is bound.
6. Electronic Signatures. Each Party may adopt as its signature an electronic identification consisting of a symbol or code that is affixed to or contained in each document transmitted by such Party (“electronic signature”). The Parties hereto herby agree that electronic signatures are acceptable, shall have the same force and effect under the law as original wet signatures, and shall be sufficient to verify that the Parties have executed this Amendment and such other documents transmitted by the Parties.
[SIGNATURES ON FOLLOWING PAGE]
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4 IN WITNESS WHEREOF the Parties hereto have executed this Amendment No. 2 the day and year first hereinabove written.
CITY OF BANNING CONSULTANT
Douglas Schulze, Date
City Manager
NAME: Date
TITLE:
NAME: Date
TITLE:
ATTEST:
Tax ID No.
Caroline Patton Date
Deputy City Clerk
Address:
APPROVED AS TO FORM:
Richards, Watson & Gershon
City Council Approval: _____________
Serita Young Date
City Attorney
NOTE: PROOF OF AUTHORITY TO BIND CONTRACTING PARTY REQUIRED. APPROPRIATE
ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT’S BUSINESS ENTITY.
DocuSign Envelope ID: ABB0887B-E27D-4297-A050-CF5DF618481D 6/5/2023
Irwindale, CA 91702
95-4245898
Mariposa Landscapes, Inc.
6232 Santos Diaz St.
Antonio Valenzuela
Secretary
6/12/2023
6/13/2023
President
Terry Noriega
6/15/2023
6/15/2023
2023-099
1304 242
5 ATTACHMENT “1”
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1 AMENDMENT NO. 3 TO AGREEMENT FOR CONTRACT SERVICES (C00698)
FOR LANDSCAPE MAINTENANCE SERVICES FOR CITY PARKS BETWEEN CITY OF BANNING AND MARIPOSA LANDSCAPES, INC.
THIS AMENDMENT NO. 3 TO THE AGREEMENT FOR LANDSCAPE
MAINTENANCE SERVICES FOR CITY PARKS (“Amendment No. 3”) by and between the CITY OF BANNING (“City”) and MARIPOSA LANDSCAPES, INC. (“Contractor”) is effective as of this day: _______________.
RECITALS
A. On February 23, 2021, the City awarded a Landscape Maintenance Agreement to Mariposa Landscapes, Inc. The Agreement provided that Contractor would provide those services specified in the Agreement and in the Scope of Services attached to the Agreement as Exhibit “A1”. The Agreement included a Schedule of Compensation attached as Exhibit “C” which specified that Contractor’s total compensation would not exceed One Hundred and Six Thousand Three Hundred and Fifty-Two Dollars ($106,352.00), which included a 10% contingency for additional work.
B. On March 22, 2021, the City and Contractor, executed the Landscape Maintenance Agreement for City Parks – (C00698).
C. On May 10, 2022, the City and Contractor amended the Agreement (“Amendment No. 1”) to extend the term for an additional one-year term to expire June 30, 2023 and increase the compensation for services provided under the Agreement in an amount not to exceed One Hundred One Thousand Six Hundred Thirty-Eight Dollars and Eighty Cents ($101,638.80), as approved by City Council Resolution No. 2022-56.
D. On June 15, 2023, the City and Contractor amended the Agreement (“Amendment No. 2”) to extend the term for an additional one-year term to expire June 30, 2024, modify the scope of services, and increase the compensation for services provided under the Agreement in an amount not to exceed One Hundred and Thirty-Five Thousand Eight Hundred and Forty-Seven Dollars and Ninety-Seven Cents ($135,847.97), as approved by City Council Resolution No. 2023- 095.
E. City and Contractor now desire to amend the Agreement (“Amendment No. 2”) in accordance with City Council approval to exercise the option to extend the Agreement for an additional one-year term ending on June 30, 2024, modify the scope of services to include additional landscape sites and to provide compensation for the additional one-year term and additional services in an amount not to exceed One Hundred and Thirty-Five Thousand Eight Hundred and Forty-Seven Dollars and Ninety-Seven Cents ($135,847.97) for a total not to exceed Contract Sum of Three Hundred Forty-Three Thousand Eight Hundred Thirty-Eight Dollars and Seventy-Seven Cents ($343,838.77).
TERMS
244
2 1. Contract Changes. The Agreement is amended as follows:
a) Section 1.1 and Exhibit “A” to the Agreement is amended to include the amended scope of services attached as Attachment “1” to this Amendment 3. b) Section 2.1 (“Contract Sum”) of the Agreement is amended to provide that the City agrees to pay Contractor a monthly amount of Ten Thousand Five Hundred EightyNine Dollars and Ninety-Seven Cents ($10,589.97) for twelve (12) months through June 30, 2025. Additionally, the City may authorize extra work for services not included in the agreed Scope of Services of a not to exceed amount of Twelve Thousand Seven Hundred Eight Dollars ($12,708.00) for a total not to exceed amount of One Hundred and Thirty-Nine Thousand Seven Hundred Eighty-Seven Dollars and SixtyFour Cents ($139,787.64). The total compensation, including reimbursement for actual expenses shall not exceed Four Hundred Seventy Thousand Nine Hundred Eighteen Dollars and Forty-One Cents ($470,918.41) (the “Contract Sum”). c) Section 3.1 (“Term”) of the Agreement is hereby amended to extend the Term of the Agreement to June 30, 2025.
2. Continuing Effect of Agreement. Except as amended by this Amendment No. 3, all provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment No. 3, whenever the term “Agreement” appears in the Agreement, it shall mean the Agreement, as amended by Amendment Nos. 1 through 3. In the event of a conflict between the provisions of this Amendment No. 3 and the provisions of the Agreement or Amendment No. 1 through 2, the provisions of this Amendment No. 3 shall control.
3. Affirmation of Agreement; Warranty Re Absence of Defaults. City and Contractor each ratify and reaffirm each and every one of the respective rights and obligations arising under the Agreement. Each party represents and warrants to the other that there have been no written or oral modifications to the Agreement other than as provided herein. Each party represents and warrants to the other that the Agreement is currently an effective, valid, and binding obligation.
Contractor represents and warrants to City that, as of the date of this Amendment No. 3, City is not in default of any material term of the Agreement and that there have been no events that, with the passing of time or the giving of notice, or both, would constitute a material default under the Agreement.
City represents and warrants to Contractor that, as of the date of this Amendment No. 3, Contractor is not in default of any material term of the Agreement and that there have been no events that, with the passing of time or the giving of notice, or both, would constitute a material default under the Agreement.
4. Adequate Consideration. The parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No. 3.
245
3 5. Authority. The persons executing this Amendment No. 3 on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Amendment No. 3 on behalf of said party, (iii) by so executing this Amendment No. 3, such party is formally bound to the provisions of this Amendment No. 3, and (iv) the entering into this Amendment No. 3 does not violate any provision of any other Agreement to which said party is bound.
6. Electronic Signatures. Each Party may adopt as its signature an electronic identification consisting of a symbol or code that is affixed to or contained in each document transmitted by such Party (“electronic signature”). The Parties hereto herby agree that electronic signatures are acceptable, shall have the same force and effect under the law as original wet signatures, and shall be sufficient to verify that the Parties have executed this Amendment No.3 and such other documents transmitted by the Parties.
[SIGNATURES ON FOLLOWING PAGE]
246
4 IN WITNESS WHEREOF the Parties hereto have executed this Amendment No. 3 the day and year first hereinabove written.
CITY OF BANNING CONSULTANT
Douglas Schulze, Date
City Manager
NAME: Date
TITLE:
NAME: Date
TITLE:
ATTEST:
Tax ID No.
Caroline Patton Date
Deputy City Clerk
Address:
APPROVED AS TO FORM:
Richards, Watson & Gershon
City Council Approval: _____________
Serita Young Date
City Attorney
NOTE: PROOF OF AUTHORITY TO BIND CONTRACTING PARTY REQUIRED. APPROPRIATE
ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT’S BUSINESS ENTITY.
247
5 ATTACHMENT “1”
248
CITY OF BANNING
STAFF REPORT
TO: CITY COUNCIL
FROM: Douglas Schulze, City Manager
PREPARED BY: Stephanie Sirls, Transit Manager
Art Vela, Director of Public Works
MEETING DATE: May 14, 2024
SUBJECT: Consideration of Resolution 2024-68, Approving the Execution of the Low Carbon Transit Operations Program (LCTOP) Three-Year Free Fare Program
RECOMMENDATION:
Adopt Resolution 2024-68.
BACKGROUND:
LCTOP is one of several programs that are part of the Transit, Affordable Housing, and Sustainable Communities Program established by the California Legislature in 2014 by Senate Bill 862.
The LCTOP was created to provide operating and capital assistance for transit agencies to reduce greenhouse gas emission and improve mobility, with a priority on serving disadvantaged communities.
Approved projects in LCTOP are intended to support new or expanded bus or rail services, expand intermodal transit facilities, and may include equipment acquisition, fueling, maintenance and other costs to operate those services or facilities, with each project reducing greenhouse gas emissions.
The City of Banning, in working with the California Department of Transportation (Caltrans) and the Riverside County Transportation Commission (RCTC) requested an allocation of LCTOP funds in the amount of $143,000 to fund an additional year of the Free Fare Program for students, seniors, persons with disabilities, veterans and City of Banning residents with proper identification. In order to proceed, the City of Banning must submit a Resolution to authorize the submittal of the project nomination and allocation request for funding.
JUSTIFICATION:
The Free Fare Program is intended to support transit operations and promote the use of public transportation. The Free Fare Program will also help meet LCTOP’s goal of reducing greenhouse gas emissions and improving mobility within disadvantaged communities. It also allows the City of Banning to take advantage of the $143,000 LCTOP funds which will be used to supplement free rides provided to the community.
The City of Banning must submit a Resolution to authorize the submittal of the project nomination and allocation request for funding.
249
FISCAL IMPACT:
If approved, the resolution will authorize the submittal of the project nomination and allocation request for LCTOP funding in the amount of $143,000. There is no impact to the General Fund.
ALTERNATIVES:
Do not approve Resolution 2024-68 and provide alternative direction to staff. Not approving this item would hinder the City from extending the Free Fare Program by another year, therefore directly impacting City of Banning patrons and their ability to have access to free transportation.
ATTACHMENTS:
1. Resolution 2024-68, LCTOP.docx
2. LCTOP Certifications and Assurances Form.docx
3. FY 23-24 Authorized Agent Form.docx
250
Resolution 2024-68
RESOLUTION 2024-68
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BANNING, CALIFORNIA,
PROVIDING AUTHORIZATION FOR THE EXECUTION OF THE CERTIFICATION AND
ASSURANCES AND AUTHORIZED AGENT FORMS FOR THE LOW CARBON TRANSIT OPERATIONS PROGRAM (LCTOP) FOR THE FOLLOWING PROJECT: FREE FARE PROGRAM, $143,733
WHEREAS, the City of Banning is an eligible project sponsor and may receive state funding from the Low Carbon Transit Operations Program (LCTOP) for transit projects; and WHEREAS, the statutes related to state-funded transit projects require a local or regional implementing agency to abide by various regulations; and WHEREAS, Senate Bill 862 (2014) named the Department of Transportation (“Department”) as the administrative agency for the LCTOP; and WHEREAS, the Department has developed guidelines for the purpose of administering and distributing LCTOP funds to eligible project sponsors (local agencies); and WHEREAS, the City of Banning wishes to delegate authorization to execute these documents and any amendments thereto to Doug Schulze, City Manager or his designee; and WHEREAS, the City of Banning wishes to implement the following LCTOP project listed above.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Banning as follows:
SECTION 1. The City of Banning as the fund recipient agrees to comply with all conditions and requirements set forth in the Certification and Assurances and the Authorized Agent documents and applicable statutes, regulations and guidelines for all LCTOP funded transit projects; and SECTION 2. The City Manager is authorized to execute all required documents of the LCTOP program and any Amendments thereto with the California Department of Transportation; and SECTION 3. The City Council of the City of Banning hereby authorizes the submittal of the following project nomination(s) and allocation request(s) to the Department in FY2023-2024 LCTOP funds:
Project Name: Free Fare Program
Short description of project: The extension of the Free Fare Program from two to three years. Fare would be free seniors, disabled, veterans, students and resident of Banning (with ID) on all fixed routes.
Amount of LCTOP funds requested: $143,000.00
Benefit to a Priority Populations: Program provides incentives to disadvantage community, promotes the use of public transportation, and promotes transit connectivity.
Amount to benefit Priority Populations: $71,500.00
Contributing Sponsor: Riverside County Transportation Commission (RCTC) ; and
251
Resolution 2024-68
SECTION 4. The City Clerk shall certify to the adoption of this resolution and shall cause a certified resolution to be filed in the book of original resolutions.
PASSED, APPROVED AND ADOPTED this 14th day of May 2024.
Alberto Sanchez, Mayor
City of Banning
ATTEST:
Caroline Patton, Administrative City Clerk
City of Banning
APPROVED AS TO FORM AND
LEGAL CONTENT:
Serita R. Young, City Attorney
Richards, Watson & Gershon
252
Resolution 2024-68
CERTIFICATION:
I, Caroline Patton, Administrative City Clerk of the City of Banning, California, do hereby certify that the foregoing Resolution 2024-68, was duly adopted by the City Council of the City of Banning, California, at a regular meeting thereof held on the 14th day of May 2024 by the following vote, to wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
Caroline Patton, Administrative City Clerk
City of Banning, California
253
FY 2023-2024 LCTOP
Certifications and Assurances
Lead
Agency: City of Banning
Project Title: Free Fare Program
Prepared by: Stephanie Sirls
The California Department of Transportation (Caltrans) has adopted the following Certifications and Assurances for the Low Carbon Transit Operations Program (LCTOP). As a condition of the receipt of LCTOP funds, Lead Agency must comply with these terms and conditions.
A. General
1. The Lead Agency agrees to abide by the current LCTOP Guidelines and applicable legal requirements.
2. The Lead Agency must submit to Caltrans a signed Authorized Agent form designating the representative who can submit documents on behalf of the project sponsor and a copy of the board resolution appointing the Authorized Agent.
B. Project Administration
1. The Lead Agency certifies that required environmental documentation is complete before requesting an allocation of LCTOP funds. The Lead Agency assures that projects approved for LCTOP funding comply with Public Resources Code § 21100 and § 21150.
2. The Lead Agency certifies that a dedicated bank account for LCTOP funds only will be established within 30 days of receipt of LCTOP funds.
3. The Lead Agency certifies that when LCTOP funds are used for a transit capital project, that the project will be completed and remain in operation for its useful life.
4. The Lead Agency certifies that it has the legal, financial, and technical capacity to carry out the project, including the safety and security aspects of that project.
5. The Lead Agency certifies that they will notify Caltrans of pending litigation, dispute, or negative audit findings related to the project, before receiving an allocation of funds.
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Certifications and Assurances
6. The Lead Agency must maintain satisfactory continuing control over the use of project equipment and facilities and will adequately maintain project equipment and facilities for the useful life of the project.
7. Any interest the Lead Agency earns on LCTOP funds must be used only on approved LCTOP projects.
8. The Lead Agency must notify Caltrans of any changes to the approved project with a Corrective Action Plan (CAP).
9. Under extraordinary circumstances, a Lead Agency may terminate a project prior to completion. In the event the Lead Agency terminates a project prior to completion, the Lead Agency must (1) contact Caltrans in writing and follow-up with a phone call verifying receipt of such notice; (2) pursuant to verification, submit a final report indicating the reason for the termination and demonstrating the expended funds were used on the intended purpose; (3) submit a request to reassign the funds to a new project within 180 days of termination.
C. Reporting
1. The Lead Agency must submit the following LCTOP reports:
a. Annual Project Activity Reports October 30th each year. b. A Close Out Report within six months of project completion. c. The annual audit required under the Transportation Development Act (TDA), to verify receipt and appropriate expenditure of LCTOP funds. A copy of the audit report must be submitted to Caltrans within six months of the close of the year (December 31) each year in which LCTOP funds have been received or expended.
d. Project Outcome Reporting as defined by CARB Funding Guidelines. e. Jobs Reporting as defined by CARB Funding Guidelines.
2. Other Reporting Requirements: CARB develops and revises Funding Guidelines that will include reporting requirements for all State agencies that receive appropriations from the Greenhouse Gas Reduction Fund.
Caltrans and project sponsors will need to submit reporting information in accordance with CARB’s Funding Guidelines, including reporting on greenhouse gas reductions and benefits to disadvantaged communities. 255
FY 2023-2024 LCTOP
Certifications and Assurances
D. Cost Principles
1. The Lead Agency agrees to comply with Title 2 of the Code of Federal Regulations 225 (2 CFR 225), Cost Principles for State and Local Government, and 2 CFR, Part 200, Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments.
2. The Lead Agency agrees, and will assure that its contractors and subcontractors will be obligated to agree, that:
a. Contract Cost Principles and Procedures, 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31, et seq., shall be used to determine the allow ability of individual project cost items and
b. Those parties shall comply with Federal administrative procedures in accordance with 2 CFR, Part 200, Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments. Every sub-recipient receiving LCTOP funds as a contractor or sub-contractor shall comply with
Federal administrative procedures in accordance with 2 CFR, Part 200, Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments.
3. Any project cost for which the Lead Agency has received funds that are determined by subsequent audit to be unallowable under 2 CFR 225, 48 CFR, Chapter 1, Part 31 or 2 CFR, Part 200, are subject to repayment by the Lead Agency to the State of California (State). All projects must reduce greenhouse gas emissions, as required under Public Resources Code section 75230, and any project that fails to reduce greenhouse gases shall also have its project costs submit to repayment by the Lead Agency to the State. Should the Lead Agency fail to reimburse moneys due to the State within thirty (30) days of demand, or within such other period as may be agreed in writing between the Parties hereto, the State is authorized to intercept and withhold future payments due the Lead Agency from the State or any third-party source, including but not limited to, the State Treasurer and the State Controller.
A. Record Retention
1. The Lead Agency agrees and will assure that its contractors and subcontractors shall establish and maintain an accounting system and 256
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Certifications and Assurances
records that properly accumulate and segregate incurred project costs and matching funds by line item for the project. The accounting system of the Lead Agency, its contractors and all subcontractors shall conform to Generally Accepted Accounting Principles (GAAP) and enable the determination of incurred costs at interim points of completion. All accounting records and other supporting papers of the Lead Agency, its contractors and subcontractors connected with LCTOP funding shall be maintained for a minimum of three (3) years after the “Project Closeout” report or final Phase 2 report is submitted (per CARB Funding Guidelines, Vol. 3, page 3.A-16), and shall be held open to inspection, copying, and audit by representatives of the State and the California State Auditor.
Copies thereof will be furnished by the Lead Agency, its contractors, and subcontractors upon receipt of any request made by the State or its agents. In conducting an audit of the costs claimed, the State will rely to the maximum extent possible on any prior audit of the Lead Agency pursuant to the provisions of federal and State law. In the absence of such an audit, any acceptable audit work performed by the Lead Agency’s external and internal auditors may be relied upon and used by the State when planning and conducting additional audits.
2. For the purpose of determining compliance with Title 21, California Code of Regulations, Section 2500 et seq., when applicable, and other matters connected with the performance of the Lead Agency’s contracts with third parties pursuant to Government Code § 8546.7, the project sponsor, its contractors and subcontractors and the State shall each maintain and make available for inspection all books, documents, papers, accounting records, and other evidence pertaining to the performance of such contracts, including, but not limited to, the costs of administering those various contracts. All of the above referenced parties shall make such materials available at their respective offices at all reasonable times during the entire project period and for three (3) years from the date of final payment. The State, the California State Auditor, or any duly authorized representative of the State, shall each have access to any books, records, and documents that are pertinent to a project for audits, examinations, excerpts, and transactions, and the Lead Agency shall furnish copies thereof if requested.
3. The Lead Agency, its contractors and subcontractors will permit access to all records of employment, employment advertisements, employment 257
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Certifications and Assurances
application forms, and other pertinent data and records by the Civil Rights Department, or any other agency of the State of California designated by the State, for the purpose of any investigation to ascertain compliance with this document.
F. Special Situations
Caltrans may perform an audit and/or request detailed project information of the project sponsor’s LCTOP funded projects at Caltrans’ discretion at any time prior to the completion of the LCTOP.
I certify all these conditions will be met.
Doug Schulze City Manager
(Print Authorized Agent) (Title)
(Signature) (Date)
258
FY 2023-2024 LCTOP
Authorized Agent
AS THE Mayor
(Chief Executive Officer/Director/President/Secretary)
OF THE City of Banning
(Name of County/City/Transit Organization)
I hereby authorize the following individual(s) to execute for and on behalf of the named Regional Entity/Transit Operator, any actions necessary for the purpose of obtaining Low Carbon Transit Operations Program (LCTOP) funds provided by the California Department of Transportation, Division of Local Assistance. I understand that if there is a change in the authorized agent, the project sponsor must submit a new form. This form is required even when the authorized agent is the executive authority himself. I understand the Board must provide a resolution approving the Authorized Agent. The Board Resolution appointing the Authorized Agent is attached.
Doug Schulze, City Manager OR
(Name and Title of Authorized Agent)
Arturo Vela, Director of Public Works OR
(Name and Title of Authorized Agent)
Lincoln Bogard, Administrative Services Director OR
(Name and Title of Authorized Agent)
Stephanie Sirls, Transit Manager OR
(Name and Title of Authorized Agent)
Alberto Sanchez Mayor
(Print Name) (Title)
(Signature)
259
FY 2023-2024 LCTOP
Approved this 14
day
of May , 2024
260
CITY OF BANNING
STAFF REPORT
TO: CITY COUNCIL
FROM: Douglas Schulze, City Manager
PREPARED BY: Kevin Sin, Senior Civil Engineer
Art Vela, Director of Public Works
MEETING DATE: May 14, 2024
SUBJECT: Consideration of Completion of Various Improvements Related to the Atwell Specific Plan Development and Authorization of the 90% Bond Exoneration
RECOMMENDATION:
Accept as complete various improvements related to the Atwell Specific Plan Development and authorize the 90% bond exoneration.
BACKGROUND:
On December 10, 2019, City Council adopted Resolution 2019-151 approving Final Tract Map No. 37298-1 (Apex Street, Atwell Drive, Creekside Avenue, Highland Springs Avenue, Landmark Way, Meadowline Way and Wilson Street), releasing the map for recordation; authorizing staff to sign the subdivision improvement agreement and final tract map; and accepting the Performance and Labor and Material Bond for public improvements.
On September 8, 2020, City Council adopted Resolution 2020-114 approving Final Tract Map Nos. 37390, 37390-1, 37390-2 and 37390-F (Phase 1B - PA 6, PA 7 and PA 8), releasing the maps for recordation; authorizing staff to sign the subdivision improvement agreements and final tract maps; and accepting various Performance and Labor and Material Bonds for public improvements.
On September 13, 2022, City Council adopted Resolution 2022-122 approving Final Tract Map Nos. 37389-1, 37389-2, 37389-3 and 37389-5 (Meadowline Way, Apex Street, Highland Home Road, and project entries from Meadowline Way and Highland Home Road; PA 10, PA 11, PA 30 and PA 5A), releasing the maps for recordation; authorizing staff to sign the subdivision improvement agreements and final tract maps; and accepting various Performance and Labor and Material Bonds for public improvements. The lot dedication for the Wilson Sewer Lift Station to the City of Banning for construction, operations and maintenance was accepted by the City Council on February 9, 2021.
As conditions of approval for the Atwell Specific Plan development, Tri Pointe Homes was required to sign subdivision improvement agreements and to submit bonds to assure the City that the required public improvements are constructed according to City standards and specifications.
These public improvements included street, storm drain, sewer, water and a sewer lift station associated with tracts 37390, 37390-1, 37390-2 and 37390-F (Phase 1B and PA 7); tract 37389-1 (Highland Home Road); and tract 37298-1 (Apex Street) of the Atwell Specific Plan Development.
JUSTIFICATION:
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Staff has verified through inspections that the required public improvements were completed per City standards and specifications and recommends that City Council accept the improvements as complete and authorize the 90% bond exoneration for the following bonds:
Bond # Bond Amount Improvements
CMS0339970 $669,622.00 Phase 1B Storm Drain
CMS0339971 $652,059.20 Phase 1B Open Space Drain
CMS0339953 $659,260.50 PA 7 Sewer
CMS0339954 $1,467,539.15 PA 7 Street
CMS0339955 $705,076.50 PA 7 Water
30164654 $1,121,753.13 Highland Home Road Storm Drain
30164655 $645,374.25 Highland Home Road Water
30164658 $354,855.50 Highland Home Road Sewer
30164657 $325,427.00 Highland Home Road Non-pot Water
CMS331784 $118,841.00 Apex Storm Drain
CMS331785 $161,172.50 Apex Sewer
PB03010408214 $1,874,500.00 Wilson Sewer Lift Station Mechanical PG03010408215 $123,200.59 Wilson Sewer Lift Station Civil The remaining 10% of the bond amounts will remain for a period of 12 months (maintenance period) at which point the 10% balance will be released and the improvements will become City owned and maintained improvements.
FISCAL IMPACT:
None.
ALTERNATIVES:
Do not accept staff’s recommendation and provide staff with additional direction.
ATTACHMENTS:
1. Attachment 1a - Atwell Phase 1B SD and OS SIA and Bonds.pdf
2. Attachment 1b - TR 37390 (Phase 1B STORM DRAIN PLAN.pdf
3. Attachment 2a - Atwell PA 7 SIA and Bonds.pdf
4. Attachment 2b - TR 37390-2 (PA 7) WATER PLAN.pdf
5. Attachment 2c - TR 37390-2 (PA 7) SEWER PLAN.pdf
6. Attachment 2d - TR 37390-2 (PA 7) STREET PLAN.pdf
7. Attachment 3a - Tr 37389-1 HHR SIA and Bonds.pdf
8. Attachment 3b - TR 37389-1 OFF-SITE SEWER HHR PLAN.pdf
9. Attachment 3c - TR 37389-1 STREET HHR PLAN.pdf
10. Attachment 3d - TR 37389-1 WATER HHR South PLAN.pdf
11. Attachment 4a - Tr 37298-1 SIA and Bonds (Apex SD and Sewer).pdf
12. Attachment 4b - Tr 37298-1 STORM DRAIN PLAN.pdf
13. Attachment 4c - Tr 37298-1 SEWER-WATER PLAN.pdf
14. Attachment 5a - Wilson Sewer Lift Station SIA and Bonds.pdf
15. Attachment 5b - Tr 37389-1 Wilson Sewer Lift Sta Mech Imp Plan.pdf
16. Attachment 5c - Tr 37389 PGD PA11-LIFTSTA Delta-1 Plan.pdf 262
11303-0014\2299407v5.doc 1
CITY OF BANNING
SUBDIVISION IMPROVEMENT AGREEMENT
* * * * * * SUBDIVISION REFERENCE DATA * * * * * *
[ ] FINAL TRACT MAP NO. 37390, 37390-F, 37390-1, 37390-2 (“Final Map” herein) [ ] PARCEL MAP NO. (“Parcel Map” herein)
NAME OR TRACT NUMBER
OF SUBDIVISION
(“Subdivision” herein):
ATWELL – 37390, 37390-F, 37390-1, 37390-2
NAME AND ADDRESS OF
SUBDIVIDER(S):
PARDEE HOMES
1250 CORONA POINTE CT, #600
CORONA, CA 92881
CITY COUNCIL RESOLUTION
OF APPROVAL NO.
(“Resolution of Approval” herein)
DATE(S) THAT IMPROVEMENT PLANS WERE APPROVED BY THE CITY ENGINEER:
IMPROVEMENT/PLAN NO.:
PA8 Backbone Street Imp. Plans -Approved 7/20/20
PA8 BB Non-Potable Water Imp Plans -Appr. 5/04/20
PA8 BB Potable Water Imp Plans -Appr. 7/19/2020
PH1B Meadowline Way Street Imp. Plans -Approved
2/28/2020
PH1B Meadowline Way Non-Potable Water Imp. Plans
-Approved 5/04/2020
PH1B Meadowline Way Potable Water Imp. Plans -
Approved 5/04/2020
PH1B Onsite Storm Drain Imp. Plans -Appr. 7/19/2020
PH1B Onsite Storm Drain Imp. Plans -Approved
ESTIMATED TOTAL COSTS: IMPROVEMENTS $ 2,584,371.31
GRADING $
MONUMENTATION $
TOTAL: $ 2,584,371.31
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FORM OF IMPROVEMENT
SECURITY:
[ ] AAA Corporate surety bonds
NAME AND ADDRESS OF
CORPORATE SURETY (if
applicable):
[ ] Deposit of money
RLI Insurance Company
(Name of Corporate Entity)
6303 Owensmouth Ave, 10th Floor
(Street Address)
Woodland Hills, CA 91367
(City) (State) (Zip)
SURETY BOND NUMBERS (if
applicable): - Meadowline Way/Non-Potable Water Improvements Bond #CMS0339961
- PA 8 Backbone Street Improvements
Bond#CMS0339968
- PA 8 BB Non-Potable Water Improvements
Bond#CMS0339967
- PA 8 BB Potable Water Improvements
Bond#CMS0339966
- Phase 1B Meadowline Way/Street Improvements
Bond#CMS0339972
- Phase 1B Meadowline Way/Potable Water
Improvements Bond#CMS0339969
- Phase 1B Onsite Storm Drain Improvements
Bond#CMS0339970
- Phase 1B Open Space Drainage Improvements
Bond#CMS0339971
EFFECTIVE DATE OF
AGREEMENT: (to be inserted by City)
COMPLETION PERIOD: All improvements of Tract _____ (including the complete water and sewer system in ______ Street) with the exception of the roadway (street) improvements on ______ Street, shall be completed within two years from the Effective Date of the Agreement. _______ Street roadway (street) construction (so that ______ Street is a continuous route from __________ to _______________) shall be constructed prior to the Certificate of Occupancy for development of lots ____and ____ of Tract _____.
* * * * * * * * * * * * * * * * * * * * * *
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1. SUBDIVIDER’S OBLIGATION TO CONSTRUCT IMPROVEMENTS .........2
2. INSPECTION OF WORK AND FINAL ACCEPTANCE ..................................4
3. GUARANTEE AND WARRANTY OF THE IMPROVEMENTS.....................5
4. TIME EXTENSIONS ...........................................................................................5
5. IMPROVEMENT SECURITY.............................................................................6
6. REDUCTION OR RELEASE OF IMPROVEMENT SECURITY .....................7
7. INDEMNIFICATION OF CITY BY SUBDIVIDER ..........................................9
8. INSURANCE......................................................................................................11
9. OWNERSHIP OF THE IMPROVEMENTS......................................................16
10. PREPARATION AND RECORDATION OF CC&RS .....................................17
11. DEFAULT AND BREACH BY THE SUBDIVIDER AND REMEDIES
OF THE CITY ....................................................................................................17
12. RELATIONSHIP OF THE PARTIES................................................................19
13. ASSIGNMENT...................................................................................................19
14. NOTICES............................................................................................................20
15. ENTIRE AGREEMENT.....................................................................................20
16. SEVERABILITY................................................................................................20
17. INCORPORATION OF SUBDIVISION REFERENCE DATA
AND RECITALS................................................................................................20
18. GOVERNING LAW...........................................................................................20
19. EFFECTIVE DATE OF THE AGREEMENT ...................................................21 265
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SUBDIVISION IMPROVEMENT AGREEMENT
THIS SUBDIVISION IMPROVEMENT AGREEMENT (“Agreement”) is made and entered into by and between the City of Banning, a municipal corporation (“City”), and the Subdivider whose name and address is set forth above in the Subdivision Reference Data.
RECITALS
A. Subdivider has presented to the City for approval and recordation a Final Map, identified above in the Subdivision Reference Data, of a proposed subdivision pursuant to the Subdivision Map Act of the State of California and the City’s ordinances and regulations as such ordinances and regulations are vested under the development agreement recorded in the official records of the County of Riverside on July 17, 2012 as Document No. 2012-0332888 (“Development Agreement”) relating to the filing, approval and recordation of subdivision maps (collectively referred to herein as the “Subdivision Laws”).
B. A tentative map of the Subdivision was previously approved by City, subject to the Subdivision Laws and to the City’s standard requirements as vested under the Development Agreement and conditions of approval contained in the City Council’s Resolution of Approval, a copy of which is on file in the Office of the City Clerk and which is incorporated herein by this reference.
C. The Subdivision Laws establish, as a condition precedent to the approval of a Final Map, that the Subdivider comply with the City Council’s Resolution of Approval and either (i) complete, in compliance with applicable City standards, all of the improvements and land development work required by the Subdivision Laws and the City Council’s Resolution of Approval; or (ii) enter into a secured agreement with the City to complete the improvements and land development work within a period of time specified by the City.
D. In consideration of approval of the Final Map for the Subdivision by the City Council, Subdivider desires to enter into this Agreement whereby Subdivider promises to install and complete, at its sole expense, except as otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, all public improvement work required by the City as set forth on the Improvement Plans (as defined below) for the proposed Subdivision. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws and approved by the City. In any conflict between the terms in this Agreement and the Development Agreement, the Development Agreement shall be the controlling document.
E. Improvement Plans, and related specifications, numbered as designated above in the Subdivision Reference Data, for the construction, installation and completion of the Improvements identified in Schedule A hereto, have been prepared by the Subdivider, approved by the City Engineer, and are on file in the office of the City Engineer. Said Improvement Plans, and related specifications, subsequently modified by 266
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the mutual written agreement of the parties, are hereby referred to as the “Improvement Plans” and are incorporated herein by this reference. Any improvement to be constructed pursuant to the Improvement Plan is hereby referred to individually as an “Improvement” and collectively as the “Improvements”.
NOW, THEREFORE, in consideration of the approval and recordation by the City Council of the Final Map of the Subdivision, Subdivider and City agree as follows:
1. SUBDIVIDER’S OBLIGATION TO CONSTRUCT IMPROVEMENTS
A. Subdivider shall, at its sole expense, unless otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, and in compliance with the provisions of the Subdivision Laws, the Improvement Plans, conditions of approval of the Tentative Map, and all applicable City standards and fees, and in a good and workmanlike fashion, furnish, construct, install and guarantee (as set forth in Section 3) the Improvements, Grading, and Monumentation described on the tentative map and in the City Council’s Resolution of Approval relating thereto (collectively, the “Improvements”).
B. To the extent necessary to construct the Improvements, as determined by the City Engineer, the Subdivider shall acquire and dedicate, or pay the reasonable, documented cost of acquisition by City of, all rights-of-way, easements and other interests in real property for the construction or installation of the Improvements, free and clear of all liens and encumbrances. If the Subdivider is unable to acquire such rights-of-way, easements and other interests in real property by negotiation, then Subdivider shall, within 120 days of Final Map approval, enter into a condemnation agreement with City pursuant to Government Code Section 66462.5, by which the City will commence the process for the acquisition of the rights-of-way, easements or other real property.
C. Subject to any time extensions granted in accordance with Section 4, Subdivider shall complete all Improvements within its respective “Completion Period” specified in the Subdivision Reference Data; provided, however, that if the City Engineer reasonably determines in good faith that accelerated construction of the Improvements is essential in order to protect the public health, welfare and safety, the City Engineer shall give Subdivider not less than fifteen (15) business days' prior written notice to commence or accelerate installation and construction of such Improvements, or any portion thereof. The notice shall be in writing, and shall describe the work to be done by Subdivider, the time within which the work will commence, the period within which the work will be completed and identify the reasons that such early commencement is essential in order to protect the public health, welfare and safety. All or any portions of said Improvements may be required to be constructed or completed at a specified time, providing the foregoing criteria is met. If the Subdivider objects to the commencement or acceleration of the Improvements as specified by the City Engineer, Subdivider may appeal the decision of the City Engineer to the City Council. Any such appeal shall be filed with the City Clerk within 10 days after receipt by Subdivider of the written notice from the City Engineer.
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D. If the Improvements to be constructed by Subdivider include monumentation, such monumentation shall be installed not later than thirty (30) days after the City’s acceptance of all other Improvements pursuant to Section 2. As used herein, “monumentation” shall mean the setting of survey monuments and tie points in accordance with the Subdivision Laws, and the delivery to the City Engineer of tie notes for said points.
E. Subdivider shall , at its sole expense, unless otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, replace or repair all public improvements, public utility facilities, and surveying or subdivision monuments which are destroyed or damaged as a result of any work performed by Subdivider under this Agreement during or after the Completion Period.
Any such replacement or repair shall be subject to the approval of the City Engineer.
F. In addition to, and separate from, the indemnity obligations contained in Section 9 of this Agreement, and without limiting the City’s remedies under general construction defect law, Subdivider shall be responsible for the care, repair and maintenance of the applicable portion of the Improvements until the latter of the following time periods: (i) the Improvements or applicable portion thereof is accepted in writing by the City; or (ii) the expiration of the required one-year guarantee and warranty period as specified herein; or (iii) the expiration of any applicable period of time requiring the care, repair and maintenance of the applicable Improvement specified in the Development Agreement (not including the term of any Development Agreement).
Neither City, nor its officers, agents and employees, shall have any liability for any accident, loss or damage to the Improvements and that may result from the construction of the Improvements prior to their completion and written acceptance by the City G. In addition to, and separate from: (1) the indemnity obligations contained in Section 7 of this Agreement, (2) the care, repair and maintenance provisions under paragraph E of this Section 1 of this Agreement; and (3) the warranty and guarantee provisions of Section 3 of this Agreement, Subdivider shall repair and correct, or be liable to the City for any cost to repair and correct, any defect in the construction of the Improvements that is identified by City within in accordance with general construction defect law ten (10) years after City’s acceptance of the Improvement, provided the City provides written notice to Subdivider of the existence of the defect within that the time period under law, and the defect is caused directly or indirectly by the design, construction, functionality, installation, assembly or workmanship of Subdivider. Nothing contained in this paragraph is intended to limit or otherwise waive any right or cause of action under applicable construction defect law that City may assert against Subdivider.
H. Subdivider shall, at its sole expense, unless otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, obtain all necessary permits and licenses for the construction and installation of the Improvements, give all necessary notices, and pay all applicable fees required by City ordinance or resolution and all taxes required by law.
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I. Not less than seven (7) days prior to commencement of work on the Improvements, Subdivider shall give written notice to the City Engineer of the date fixed for such commencement of work in order that the City Engineer shall have adequate time to schedule all necessary inspections.
J. SUBDIVIDER shall pay all applicable City fees and costs stipulated in the latest fee resolution as adopted by the City Council from time to time as required for the development of the SUBDIVISION including but not limited to the following:
1. Building Permit Fees --- to be paid at the time of building permit issuance;
2. Final Map Plan Check Fees --- to be paid at time of
submittal of final map for plan check and resubmittal of revised final map for plan check;
3. Final Map Moratorium Fees --- to be paid from cash
deposit established at time of filing final map;
4. Plan Check and Review Fees --- to be paid from cash
deposit established at time of filing improvement plans for plan check;
5. Encroachment Permit Fees --- to be paid at time of
application for encroachment permit;
6. Inspection Fees --- to be paid from cash deposit established at time of construction permit issuance; and
7. Grading Permit Fee --- to be paid from cash deposit
established at time of grading permit issuance.
K. Subdivider shall provide City with final Record Drawings of all plans developed for the Subdivision, showing all changes and as built conditions as specified in the Tentative Tract Map Conditions of Approval, and shall provide electronic image files of those final Record Drawings consistent with electronic image file size and type specifications of the City prior to the acceptance of improvements and release of bonds or other security.
2. INSPECTION OF WORK AND FINAL ACCEPTANCE
A. Subdivider shall at all times maintain proper facilities and safe access for inspection of the Improvements by the City Engineer and other City personnel and inspection consultants.
B. Upon completion of the work on all or any category of the Improvements, the Subdivider may request a final inspection by the City Engineer.
Within forty-five (45) days of receipt of the written letter request, the City Engineer shall 269
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inspect the Improvements and provide written notice to Subdivider of the list of items which have been found to be incomplete and the list of items which have been found to be complete. If the City Engineer determines that all or any specified category of the Improvements have been completed in accordance with this Agreement and in compliance with the Improvement Plans and all applicable City standards, then the City Engineer shall acknowledge that determination in a report to the City Council. If the Improvements that are completed are to be dedicated to or owned by the City (Improvements within City right of way and property for public use), the City Engineer’s determination shall be submitted to the City Council for final acceptance by the City, unless such power to accept has been delegated by the City Council to the City Engineer or some other officer of the City, in which case the final acceptance shall be subject to the approval of that specified official. If the Improvements that are completed are to be dedicated to or owned by a public entity other than the City, the Subdivider’s written request shall be submitted to the applicable public entity or other owner, for final acceptance. Subdivider shall bear all costs of inspection and determination of completeness in accordance with City’s formally adopted and applicable fees and rates.
C. Acceptance of all or any specified category of the Improvements by the City Council shall be made upon recommendation and certification of the City Engineer following inspection of said Improvements pursuant to subparagraph B above.
The City Council shall act upon the City Engineer’s recommendation that such public Improvements have been completed unless such power to accept has been delegated by the City Council to the City Engineer or some other officer of the City, in which case the final acceptance shall be subject to the approval of that specified official. Acceptance by the City or by the governing body of the entity that is to accept dedication or ownership of the public improvements shall not constitute a waiver by the City or such other public entity of any defects in the public Improvements.
3. GUARANTEE AND WARRANTY OF THE IMPROVEMENTS
A. If, within a period of one year following acceptance by the City of the applicable Improvements specified in Schedule A, any Improvements or part of any Improvements specified in Section A furnished, installed or constructed by the Subdivider, or any of the work performed under this Agreement by Subdivider, fails to comply with any requirements of this Agreement, or the Subdivision Laws, or the Improvement Plans and related specifications, the Subdivider shall, without delay and without cost to the City, repair, replace or reconstruct any defective or otherwise unsatisfactory part or parts of the Improvements. Subdivider’s obligations hereunder shall include the repair, replacement or reconstruction of all irrigation systems and all trees, shrubs, ground cover and landscaping for such one year.
B. Should the Subdivider fail or refuse to act promptly or in accordance with subparagraph A above, or should the exigencies of the situation require repair, replacement, or reconstruction to be undertaken before the Subdivider can be notified and can perform the necessary work, then the City may, in its discretion, make the necessary repairs or replacements or perform the necessary reconstruction and draw upon the Subdivider’s improvement security to reimburse itself for the costs incurred. If 270
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the Subdivider’s improvement security does not cover the total cost of such repair, replacement, or reconstruction, the Subdivider shall reimburse the City for any excess costs incurred.
C. The security furnished for the faithful performance of the Subdivider’s obligation to construct and install the Improvements described herein shall include the Subdivider’s liability and obligation hereunder to provide the one-year guarantee and warranty of the Improvements.
4. TIME EXTENSIONS
A. Upon a showing by the Subdivider of good cause therefor, the duration of the Completion Period for the Improvements (or any of them) may be extended by the City Engineer in writing. As used herein, “good cause” may include, without limitation, delay resulting from, arising out of or relating to an act of the City; acts of God or force majeure, strikes, boycotts or similar job actions by employees or labor organizations which prevent the conduct of the work; findings made by a governmental entity that the site of a particular Improvement is of archeological significance or requires further permitting and approval; and/or actions or failure to act of native American monitor(s); and, the order of any court.
B. A time extension may be granted without notice to any surety or sureties of the Subdivider and shall not affect the validity of this Agreement nor release the surety or sureties on any bond given as an improvement security pursuant to this Agreement.
C. As a condition of any time extension provided for herein, the City Engineer, may require the Subdivider to furnish new or modified improvement security guaranteeing performance of this Agreement, as extended, in an increased amount as necessary to compensate for any projected increase in the Estimated Total Cost of Improvements, as determined by the City Engineer.
5. IMPROVEMENT SECURITY
A. Prior to City’s execution of this Agreement, Subdivider shall provide as security to the City:
1. For Performance and Guarantee: Security in an amount equal to one hundred percent (100%) of the Estimated Total Cost of the Improvements, excluding Grading, as set forth above in the Subdivision Reference Data. The security shall be issued by a bonding company licensed to issue bonds in the State of California and having a Best rating of AAA or better.
With this security, the form of which shall be subject to City Attorney’s prior approval, the Subdivider assures faithful performance under this Agreement and guarantees the Improvements for one year after the completion and acceptance of the applicable portion of such Improvements, against any defective workmanship or materials or any unsatisfactory performance, pursuant to Section 3 hereof. 271
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2. For Payment: Security in an amount equal to one hundred percent (100%) of the Estimated Total Cost of the Improvements, excluding Grading, as set forth above in the Subdivision Reference Data. The security shall be issued by a bonding company licensed to issue bonds in the State of California and having a Best rating of AAA or better. With this security, the form of which shall be subject to City Attorney’s prior approval, the Subdivider guarantees payment to contractors, subcontractors, and persons renting equipment or furnishing labor or materials to them or to the Subdivider.
B. If the improvement security is a corporate surety bond and, in the opinion of the City, any surety or sureties thereon become insufficient, because (i) the surety becomes insolvent; (ii) the surety's bond rating is downgraded; (iii) the surety declares bankruptcy; or (iv) the surety is no longer deemed to be an admitted surety in California by the California Department of Insurance, or (v) the form of the surety or the amount is found by City to be in error or materially insufficient, the Subdivider shall renew or replace any such surety bond with good and sufficient surety or sureties within thirty (30) days after receiving from City written demand therefor.
C. The amount of security for performance, payment and warranty obligations provided by this section shall not include the cost of monumentation, as required by Government Code Section 66497 so long as a separate cash deposit or security acceptable to the City Engineer for the estimated cost of monumentation has been submitted to the City.
D. Improvement security consisting of corporate surety bonds, in a form accepted by the City Attorney, shall be filed with the City Engineer and then kept on file with the City Clerk. If a corporate surety bond is replaced by another approved bond, the replacement shall be submitted to the City Engineer and, upon filing with the City Clerk, shall be deemed to have been made a part of and incorporated into this Agreement. Upon submission to the City Engineer and then filing with the City Clerk of a replacement bond, the former improvement security shall be released following written approval of the City Engineer.
E. Modifications of the Improvement Plans and related specifications, and modifications of the Improvements, not exceeding ten percent (10%) of the original Estimated Total Cost of the Improvements, shall not relieve or release any improvement security furnished by Subdivider pursuant to this Agreement. If any such modifications exceed ten percent (10%) of the Estimated Total Cost of the Improvements, Subdivider shall furnish additional improvement security for performance and guarantee, and for payment, as required by subparagraph A above, for one hundred percent (100%) of the revised Estimated Total Cost of the Improvements.
F. Subject to any time extensions granted in accordance with Section 4 herein, the Subdivider shall be in default if the Subdivider has not completed all improvements within two years from the Execution Date of the Agreement and has not repaired any defects in the completed Improvements within the one-year guarantee and warranty period.
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Alternatively, in the event of a default by the Subdivider pursuant to Section 10, and after written notice to Subdivider and reasonable opportunity to cure, City, at its sole option, shall have the right, without limiting any other rights and/or remedies available to City at law or in equity, to draw upon or utilize the improvement security furnished herewith to construct and install the Improvements itself. If City exercises this right, the release of any unused portion of such improvement security shall be in accordance with the procedures outlined in Section 6 herein, including any retention necessary for the one-year guarantee period.
6. REDUCTION OR RELEASE OF IMPROVEMENT SECURITY
A. All public Improvements (Improvements that are to be owned or dedicated to the City or other public entity as distinguished from those owned by a private community association) shall be first completed, deemed completed by the City Engineer and then accepted as complete by the City prior to release of sureties. All private Improvements (Improvements that are to be owned by a private community association and not dedicated or owned by the City or other public entity) shall be first completed and then accepted as complete in writing by the City Engineer.
B. Partial releases or reductions in the Subdivider’s improvement (performance) security may be authorized prior to the City’s acceptance of all Improvements required hereunder, as follows:
1. At the time that the Subdivider believes that the obligation to perform the work for which security was required is complete, the Subdivider may notify the City in writing of the completed work, including a list of work completed. Upon receipt of the written notice, the City shall review and comment or approve the completion of the required work within forty-five (45) days. If the City does not agree that all work has been completed in accordance with the plans and specifications for the Improvements, it shall supply a list of all remaining work to be completed within this 45-day period.
2. Within forty-five (45) days of receipt of the list of remaining work from the local agency, the Subdivider may then provide cost estimates for all remaining work for review and approval by the City. Upon receipt of the cost estimates, the City shall then have forty-five (45) days to review, comment, and approve, modify, or disapprove those cost estimates. The City shall not be required to engage in this process of partial release more than once between the start of work and completion and acceptance of all work; however, nothing in this section prohibits the City from allowing for multiple and phased partial releases as it otherwise deems appropriate.
3. If the City approves the cost estimate, the City shall release all performance security except for security in an amount up to two hundred percent (200%) of the cost estimate of the remaining work. The process allowing for a partial release of performance security shall occur when the cost estimate of the remaining work does not exceed twenty percent (20%) of the total original 273
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performance security unless the City allows for a release at an earlier time.
Substitute bonds or other security may be used as a replacement for the performance security, subject to the approval of the City. If substitute bonds or other security is used as a replacement for the performance security released, the release shall not be effective unless and until the City receives and approves that form of replacement security. A reduction in the performance security, authorized under this section, is not, and shall not be deemed to be, an acceptance by the City of the completed improvements in and of itself, and the risk of loss or damage to the Improvements and the obligation to maintain the Improvements shall remain the sole responsibility of the Subdivider until the applicable required public Improvements have been accepted by the City in writing and all other required improvements have been fully completed in accordance with the plans and specifications for the improvements.
4. The Subdivider shall complete the works of Improvement until all remaining items are accepted by the City.
5. Upon the completion of the Improvements, the Subdivider, or his or her assigns, shall be notified in writing by the City within forty-five (45) days.
6. Within sixty (60) days of the issuance of the notification by the City Engineer, any remaining performance security, except ten percent (10%) of the original amount of the security to guarantee and warrant the Improvements for the one-year guarantee and warranty period, shall be released within sixty (60) days of the issuance of the written statement of completion.
C. Security securing the payment to the contractor, his or her subcontractors and to persons furnishing labor, materials or equipment shall, after passage of the time within which claims of lien are required to be recorded pursuant to Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code and after acceptance of the work, be reduced to an amount equal to the total claimed by all stop notice claimants for whom stop notices have been filed with the City, and if no claims have been filed, the security shall be released in full.
D. The partial release provisions of this Section 6 shall not apply to any required guarantee and warranty period required by Section 66499.9 for the guarantee or warranty nor to the amount of the security deemed necessary by the local agency for the guarantee and warranty period nor to costs and reasonable expenses and fees, including reasonable attorneys' fees. Security furnished to guarantee and warrant the Improvements against any defective work or labor done or defective materials furnished, shall be released within thirty (30) days after the completion of the one-year period following completion and acceptance of all Improvements.
E. If Subdivider’s obligations relating to any Improvements are subject to the approval of another governmental agency, the City shall not release the improvement (performance) security therefor until the obligations are performed to the 274
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satisfaction of such other governmental agency. Such agency shall have sixty (60) days after receipt of written notice from the Subdivider of the Subdivider’s performance of the obligation to register its satisfaction or dissatisfaction. If at the end of that period it has not registered its satisfaction or dissatisfaction, it shall be conclusively deemed that the Subdivider’s performance of the obligation was done to its satisfaction, and such improvement security shall be promptly released.
F. In the event the time periods for action by the City specified in this Section conflict with a shorter or longer time period for such actions as provided in Government Code Section 66499.7, the time periods in Government Code Section 66499.7 shall control.
7. INDEMNIFICATION OF CITY BY SUBDIVIDER
A. Neither the City, nor its officers, agents and employees, shall be liable or responsible for any accident, injury, loss or damage to either property or person attributable to or arising out of the defective design, construction, functionality, installation assembly or improper maintenance including, without limitation, the use of defective methods, materials or workmanship (collectively “Subdivider’s Faults”) of the Improvements by Subdivider, its officers, employees and agents. Subdivider shall indemnify, hold harmless and defend the City, its officers, agents and employees, from and against any and all losses, claims, costs, expenses, liabilities, damages, actions, causes of action and judgments, including attorneys’ fees, arising directly or indirectly out of or attributable to Subdivider’s Faults.
B. Subdivider’s obligations under this Section 7 are not conditioned or dependent upon whether the City, or its officers, agents and employees, prepared, supplied or reviewed any Improvement Plans or related specifications in connection with the Subdivision or the Improvements, or has insurance or other indemnification covering any of these matters.
C. Subdivider’s obligation to indemnify, hold harmless and defend the City under this Section 7 shall extend to injuries to persons and damages to or alleged taking of property resulting from the Subdivider’s Faults, and the Improvements required herein, and shall likewise extend to claims asserted by adjacent property owners based upon the diversion of waters caused by the Subdivider’s defective design or defective construction of public drainage systems, streets, and other public facilities or improvements. Except for a City Directive as defined below, the City’s acceptance of the Improvements shall not constitute an assumption by the City of any responsibility or liability for any damage or alleged taking of property referenced herein. City shall not be responsible or liable for the design or construction of the Subdivision or the Improvements constructed or installed pursuant to the approved Improvement Plans or the Final Map, regardless of any act or omission by the City in approving the Improvement Plans or the Final Map, unless the particular Improvement design was required by the City over the written objection of the Subdivider, which objection stated that the Improvement design was potentially dangerous or defective and set forth an alternative design (a “City Directive”). After City’s acceptance of the Improvements, the 275
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Subdivider shall remain obligated to correct or eliminate all dangerous conditions created by defects in design, construction or Subdivider’s Faults (other than those required by a City Directive); provided, however, that Subdivider shall not be responsible for routine maintenance as specified in Section 1(F) of this Agreement. Subdivider’s indemnity obligations hereunder shall remain in effect for ten (10) years following acceptance of the respective Improvement(s) by the City Council. Subdivider acknowledges and agrees that Subdivider shall be responsible and liable for the Subdivider’s Faults with respect to the Improvements and other work done pursuant to this Agreement, unless same is due to a City Directive. City shall not be liable for any acts or omissions in approving, reviewing, checking, correcting or modifying any Improvement Plans or related specifications, or in inspecting, reviewing or approving any work or construction of Improvements, unless same is due to a City Directive. The Subdivider’s improvement security shall not be required to secure the Subdivider’s obligations under this subparagraph C beyond the one-year guarantee and warranty period, unless the City Engineer provides notice to Subdivider prior to the expiration of the one-year period of the existence of, or continued existence of, defects in the improvements, in which case the portion of the improvement security to guarantee and warranty the improvements against defective work shall not be released and shall remain in place until the City Engineer provides written confirmation that the defects have been cured and corrected.
The indemnity shall be effective retroactively to the earliest recordation date of the Final Map.
D. Subdivider shall pay and satisfy any judgment, award or decree that may be rendered against City, its officers, officials, employees, agents, representatives and volunteers (collectively hereinafter “City and City Personnel”) to the extent of the indemnity provided above, in any such suit, action, or other legal proceeding, provided City gives Subdivider prompt written notice of such claim and allows Subdivider to undertake the defense thereof, and provided further that City cooperates in any such suit, action, or other legal proceeding, but shall retain its right to reject a settlement that the City deems, in its sole and absolute discretion, to be contrary to the interests of the City.
E. Subdivider’s obligation to indemnify shall not be restricted to Insurance proceeds, if any, received by the City and City Personnel.
F. Subdivider, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against City and City Personnel to the extent of the indemnity above provided.
8. INSURANCE
The following coverages will be provided by Subdivider and maintained on behalf of City and in accordance with the requirements set forth herein. If Subdivider performs construction activities through a general contractor, some or all of these insurance requirements for the period of construction may be satisfied by the general contractor’s insurance coverages. In such case, Subdivider shall maintain during this same construction period, and after the construction period, the coverages shown below 276
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as “Insurance After Construction.” In addition, Subdivider may elect to obtain, for all or any portion of the Project, an “Owner-Controlled Wrap Up” insurance policy in satisfaction of the insurance requirements for general contractors and subcontractors provided it satisfies all of the insurance requirements below for general contractors and subcontractors. Throughout these specifications, the word “Subdivider” refers to the Party responsible to provide the coverages as specified and, depending on context, may refer either to Subdivider or to a separate General Contractor.
A. Insurance During Construction. Subdivider shall provide the following insurance during construction of the Improvements. Insurance requirements may be met through insurance provided by Subdivider’s General Contractor:
1. Commercial General Liability Insurance. Commercial
General Liability Insurance (primary) shall be provided on ISO-CGL Form No.
CG 00 01 or equivalent coverage, including provisions for defense of additional insureds. Policy limits shall be no less than two million dollars ($2,000,000) per occurrence for all coverages and five million dollars ($5,000,000) general aggregate. City and its officers, employees and agents shall be added as additional insureds using ISO Form CG 20 10 11 85 or other revision of the CG 20 10 form if available from the insurer and reasonably acceptable to the City, not limiting coverage for the additional insured to “ongoing operations” or in any way excluding coverage for completed operations. Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to City or any officer, employee or agent of City.
Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall contain no contractors’ limitation or other endorsement limiting the scope of coverage for liability arising from pollution, explosion, collapse, or underground property damage.
2. Umbrella Liability Insurance. Umbrella Liability Insurance (or, at Subdivider’s election, Excess Liability Insurance) (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury, at a minimum. Coverage shall be at least as broad as any underlying coverage.
Coverage shall be provided on a “pay on behalf” basis. There shall be no cross liability exclusion and no contractor’s limitation endorsement. Policy limits shall be not less than five million dollars ($5,000,000) per occurrence and in the aggregate, including any limits required in the underlying policies. The policy shall have a starting date no later than and an ending date no earlier than those of the underlying coverages. The Named Insured (Subdivider or General Contractor as appropriate) may determine the layering of primary and excess liability insurance provided that if such layering differs from that described here, the actual coverage program meets the minimum total required limits and complies with all other requirements listed here.
3. Business Auto Coverage. Business Auto Coverage shall be written on ISO Business Auto Coverage Form CA 00 01 or the equivalent, including symbol (1) (any Auto). If Subdivider (or Contractor) does not own any 277
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vehicles, this requirement may be satisfied by a non-owned vehicle endorsement to the general and umbrella liability policies. Limits shall be no less than one million dollars ($1,000,000) per accident. This policy shall be scheduled as underlying insurance to the umbrella policy required above for a total limit of no less than five million dollars ($5,000,000) each accident.
4. Workers’ Compensation/Employer’s Liability. Workers’ Compensation/Employer’s Liability shall provide workers’ compensation statutory benefits as required by law. Employer’s liability limits shall be no less than one million dollars ($1,000,000) per accident or disease. Employer’s liability coverage shall be scheduled under the umbrella or excess liability policy described above. This policy shall be endorsed to waive any right of subrogation with respect to City, its officers, employees or agents.
5. Builder’s Risk Insurance. Builder’s Risk Insurance
covering all real and personal property for “all risks” of loss or “comprehensive perils” coverage including but not limited to the perils of earth movement, including earthquake (if required by Subdivider’s lender or if available at commercially reasonable rates) and flood for all Improvements.
B. Insurance After Construction. Upon completion of construction of the Improvements, and for the required one-year guarantee and warranty period for Improvements and the required 10-year indemnification period, Subdivider at Subdivider’s expense shall maintain or cause to be maintained the following insurance:
1. Commercial Property Insurance. Commercial Property
Insurance covering the Improvements. Coverage shall be at least as broad as the Insurance Services Offices broad causes of loss form CP 10 20, and reasonably approved of in writing by the City. Coverage shall be sufficient to insure 100% of the replacement value and there shall be no coinsurance provisions. The policy shall include an inflation guard endorsement, 100% rents coverage, contents coverage, coverage for personal property of others, ordinance or law and increased cost of construction coverage. Subdivider also agrees to provide builder’s all-risk insurance using an inland marine form during the period of any major alteration or improvement, using the broadest form available.
The insurance coverage for the peril of earthquake required for this project is subject to availability on the open market at commercially reasonable premium cost, as determined by mutual agreement between Subdivider and City. If such earthquake insurance coverage should, after diligent effort by Subdivider, be unobtainable at such mutually determined commercially reasonable premium cost, then Subdivider shall obtain the maximum insurance reasonably obtainable at commercially reasonable premium cost (if any) and give notice to City of the extent of Subdivider’s inability to obtain, in full, the required insurance, and in such event, Subdivider’s obligation to procure and maintain such insurance may be excused, subject to City’s verification of inability to obtain the required insurance. Subdivider and City agree that a premium cost of 278
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earthquake insurance coverage of up to 150% of the premium cost paid by Subdivider for such coverage on the Effective Date (to be adjusted over time based on the Consumer Price Index,) shall constitute a commercially reasonable premium cost. Non-availability at commercially reasonable premium cost must be documented by a letter from Subdivider’s insurance broker or agent indicating a good faith effort to place the required insurance and showing, at a minimum, the names of the insurance carriers and the declinations or quotations received from each.
2. Commercial General Liability Insurance. Commercial
General Liability Insurance (primary) shall be provided on ISO-CGL form No.
CG 00 01 or equivalent coverage, including provisions for defense of additional insureds. Policy limits shall be no less than two million dollars ($2,000,000) per occurrence for all coverages and five million dollars ($5,000,000) general aggregate. City and its officers, employees and agents shall be added as additional insureds using ISO form CG 20 10 or equivalent if available from the insurer and reasonably acceptable to the City. Coverage shall apply on a primary noncontributing basis in relation to any other insurance or self-insurance, primary or excess, available to City or any officer, employee or agent of City until the warranty period specified in this Agreement expires.
3. Umbrella Liability Insurance. Umbrella Liability Insurance (or, at Subdivider’s election, Excess Liability Insurance) (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury, at a minimum. Coverage shall be at least as broad as any underlying coverage.
Coverage shall be provided on a “pay on behalf” basis. There shall be no cross liability exclusion. Policy limits shall be not less than five million dollars ($5,000,000) per occurrence and in the aggregate, including any limits required in the underlying policies. The policy shall have a starting date no later than and an ending date no earlier than those of the underlying coverages. Subdivider may determine the layering of primary and excess liability insurance provided that if such layering differs from that described here, the actual coverage program meets the minimum total required limits.
4. Workers Compensation Insurance. Workers’
Compensation/Employer’s Liability shall provide workers’ compensation statutory benefits as required by law. Employer’s liability limits shall be no less than one million dollars per accident or disease. Employer’s liability coverage shall be scheduled under any umbrella or excess liability policy described above.
Unless otherwise agreed, this policy shall be endorsed to waive any right of subrogation as respects City, its employees or agents.
5. Business Auto Coverage. Business Auto Coverage for
vehicles owned, operated or maintained in any way connected with the project, shall be written on ISO Business Auto Coverage form CA 00 01 or the equivalent, including symbol (1) (any Auto). If Subdivider (or Contractor) does not own any vehicles, this requirement may be satisfied by a non-owned vehicle endorsement 279
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to the general and umbrella liability policies. Limits shall be no less than one million dollars ($1,000,000) per accident. This policy shall be scheduled as underlying insurance to the umbrella or excess liability policy required above for a total limit of no less than five million dollars ($5,000,000) each accident.
C. Provisions Pertaining to Insurance Provided by Subdivider
1. All insurance coverage and limits provided pursuant to this Agreement shall apply to the full extent of the policies involved, available or applicable. Nothing contained in this Agreement or any other agreement relating to City or its operations limits the application of such insurance coverage.
2. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only and is not intended by any Party to be all inclusive, or to the exclusion of other coverage, or a waiver of any type.
3. All general or auto liability insurance coverage provided pursuant to this Agreement, or any other agreements pertaining to the performance of this Agreement, shall not prohibit Subdivider, and Subdivider’s employees, or agents, from waiving the right of subrogation prior to a loss.
Subdivider waives its right of subrogation against City.
4. None of the policies required herein shall be in compliance with these requirements if they include any limiting endorsement that has not been first submitted to City and approved in writing by the City.
5. Unless otherwise approved by City, Subdivider’s insurance and insurance provided by any contractor or subcontractor relating to the construction of the Improvements shall be written by insurers authorized to do business in the State of California and with a minimum “Best’s” Insurance Guide rating of at least “A-:VII.” Self-insurance will not comply with these insurance specifications unless expressly approved in writing by the City.
6. In the event any policy of insurance required under this Agreement does not comply with these requirements and Subdivider does not cure the non-compliance within thirty (30) days after written notice from City (or Subdivider does not provide reasonable evidence of such cure within such period), or if the insurance is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any reasonable premium paid by City will be promptly reimbursed by Subdivider.
7. Subdivider agrees to provide evidence of the insurance required herein, satisfactory to City, consisting of certificate(s) of insurance evidencing all of the coverages required and an additional insured endorsement to Subdivider’s general liability and umbrella liability policies using ISO Form CG 280
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20 10 11 85. Certificate(s) are to reflect that the insurer will provide 30 days’ notice of any cancellation of coverage and policies are to have a “cancellation endorsement” to the same effect. Subdivider agrees to provide copies of any endorsements modifying coverage in any way upon request from City.
8. Subdivider shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage.
9. Any actual or alleged failure on the part of City or any other additional insured under these requirements to obtain proof of insurance required under this Agreement in no way waives any right or remedy of City or any additional insured, in this or any other regard.
10. Subdivider agrees to require all subcontractors or other parties (but not including a general contractor) hired for this project to construct the Improvements to purchase and maintain insurance for general liability (minimum limit $1,000,000 per occurrence), automobile liability ($1,000,000 per accident) and workers’ compensation (statutory benefits). Prior to the issuance of the Certificate of Completion for each Phase, Subdivider shall, upon request by City, provide the City with copies of all insurance policies, certificates and endorsements related to such Phase.
11. Subdivider agrees to monitor and review all coverage required by this Section and assumes all responsibility for ensuring that such coverage is provided as required here. Subdivider agrees to obtain certificates evidencing such coverage. Subdivider agrees that upon request, all agreements with subcontractors or others with whom Subdivider contracts with on behalf of City, and all certificates of insurance obtained in compliance with this paragraph will be submitted to City for review upon request by City. Failure of City to request copies of such documents will not impose any liability on City, or its employees.
12. Subdivider agrees to require that no contract used by any general contractor or subcontractor in connection with construction of the Improvements, or contracts Subdivider enters into on behalf of City, will reserve the right to charge back to City the cost of insurance required by this Agreement.
13. Where appropriate (such as in the case of automobile insurance coverages), coverage will not be limited to the specific location designated as the Property.
14. Subdivider agrees to provide notice to City of any claim or loss against Subdivider that includes City as a defendant promptly after Subdivider receives written notice or obtains knowledge thereof. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. 281
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City agrees to provide similar notice to Subdivider of any such claims it is notified of respecting the Property.
15. Subdivider agrees not to attempt to avoid its defense and indemnity obligations to City, and its officers, employees, agents by using as a defense Subdivider’s statutory immunity under workers’ compensation and similar statutes.
16. Subdivider agrees to ensure that coverage provided to meet these requirements is applicable separately to each insured and that there will be no cross liability exclusions that preclude coverage for suits between Subdivider and City or between City and any other insured or Named Insured under the policy, or between City and any Party associated with City or its employees.
17. If Subdivider or any contractor or subcontractor is a Limited Liability Company, general liability coverage must apply so that the Limited Liability Company and its Managers, Members, Affiliates, and their employees are insureds.
18. Subdivider shall require General Contractor to maintain commercial general liability, and if necessary, commercial umbrella liability insurance with a limit of not less than $15,000,000 for each occurrence, until the warranty period specified in this Agreement expires.
19. Subdivider agrees to obtain and provide to City evidence of professional liability coverage for Architects, Engineers or other design professionals working on the Improvements. The limit of liability required is subject to City approval, but in no event to be less than $1,000,000 per claim and in the aggregate, and Subdivider shall use reasonable efforts to require and cause such professionals to maintain coverage with respect to each occurrence for at least three years following substantial completion of the work and, in the event Subdivider is unable to do so, Subdivider shall promptly inform the City of the scope of such efforts and the reasons that it was unable to do so. If Subdivider requests that the City approve a lower limit for any particular design professional Subdivider seeks to employ on the Improvements, City will evaluate each such request based on City’s perception of liability exposure associated with the work that would be performed by that design professional.
20. To the extent a particular coverage or policy form or specification is not reasonably available from Subdivider's insurer or would result in an additional premium that is extraordinary or unreasonably disproportionate to the premium for the policy as a whole, then Subdivider shall provide substantially similar coverage reasonably acceptable to City for which the cost is not extraordinary or unreasonably disproportionate.
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9. OWNERSHIP OF THE IMPROVEMENTS
A. Ownership of all or any category of the Improvements constructed and installed by the Subdivider pursuant to this Agreement and shown on the Map to be dedicated to the public shall vest, as applicable, in the City (or other specified governmental agency) upon acceptance of said Improvements by the City. The acceptance of the Improvements shall either be shown by a certificate on the Final Map or by subsequent resolution accepting the Improvements adopted by the City pursuant to Government Code Section 66477.2 and recorded with the County Recorder or by other writing.
B. The Subdivider shall at all times prior to the acceptance of the Improvements by the City, give good and adequate warning to the public of each and every dangerous and defective condition caused by the construction of the Improvements and shall take all steps reasonably necessary to protect the public from such dangerous or defective conditions. The Subdivider agrees and understands that until acceptance of the Improvements by the City in writing, each Improvement and Improvement area that is offered for dedication shall be under the charge of the Subdivider, and the Subdivider may close all or a portion of any street or area whenever necessary to protect the public during the construction of the Improvements.
10. PREPARATION AND RECORDATION OF CC&RS.
A. The Subdivider shall establish a Homeowners Association for the residential areas of the Final Map owned by Subdivider, and to pay all costs associated with the creation of the associations.
B. The Subdivider shall prepare and record Covenants, Conditions, and Restrictions (CC&Rs) which obligate each homeowners association to provide for maintenance of the shared facilities, improvements, and landscaping within the boundaries of the associations in perpetuity in accordance with the Development Agreement and conditions of approval. The CC&Rs shall describe the homeowners association and the City's responsibilities and rights, and shall be subject to the approval of the City prior to recordation.
C. The Subdivider shall implement applicable provisions of the Mitigation Monitoring and Reporting Program.
11. DEFAULT AND BREACH BY THE SUBDIVIDER AND REMEDIES
OF THE CITY
A. Upon the occurrence of any of the following events, the Subdivider shall be deemed to be in default under this Agreement:
1. Subject to any time extensions granted in accordance with Section 4, failure to complete construction and installation of the Improvements or any of them by the completion date set forth above in the Subdivision Reference Data;
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2. Failure to promptly correct or cure any defect in the Improvements or any of them (other than a City Directive) during the one-year guarantee and warranty period as required by Section 3.A or failure to commence correction or cure of any such defect or failure to diligently prosecute same to completion, in each instance following receipt by Subdivider of written notice that such defect exists;
3. Subject to any time extensions granted in accordance with Section 4, failure to perform substantial construction work of the Improvements or any of them, after commencement of work on same, for a period of thirty (30) days after Subdivider’s receipt of written notice thereof from the City;
4. Insolvency, appointment of a receiver, or the filing of any petition in bankruptcy, whether voluntary or involuntary, and such is not cured or discharged within a period of thirty (30) days;
5. Commencement of a foreclosure action against the
Subdivision or any portion thereof, or any conveyance by the Subdivider in lieu or in avoidance of foreclosure, within thirty (30) days after receipt by Subdivider of written notice thereof from the City; or
6. Failure to perform any other obligations in accordance with the terms and provisions of this Agreement within thirty (30) days after receipt by Subdivider of written notice thereof from the City.
B. City reserves to itself all remedies available to it at law or in equity for any breach of Subdivider’s obligations under this Agreement. City shall have the right, without limitation of other rights or remedies, after written notice to Subdivider and a reasonable opportunity for Subdivider to cure any such alleged default, to draw upon or utilize any improvement security furnished hereunder to complete the Improvements or otherwise mitigate City’s damages in the event of Subdivider’s default.
C. Following Subdivider’s receipt of written notice of alleged default and failure by Subdivider to promptly commence the cure of any alleged default and to diligently prosecute such cure to completion, the City may serve written notice of any such default upon the surety on any corporate surety bond furnished as improvement security hereunder, and request that said surety take over and complete the Improvements herein specified. If such surety, within thirty (30) days after service of such notice of default, does not give the City written notice of its intention to perform this Agreement, or does not commence such performance within thirty (30) days after notice to the City of such intention to perform, the City may take over the work and prosecute the same to completion, by contract or by any other method the City deems advisable, for the account and at the expense of the Subdivider and its surety.
D. Subdivider acknowledges that the Estimated Total Costs and Improvement Security amounts set forth herein may not reflect the actual cost of construction or installation of the Improvements, and, consequently, City’s damages for 284
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Subdivider’s default shall be measured by the actual cost of completing the required Improvements. If the damages incurred by the City in taking over and completing the Improvements exceeds the principal amount of the improvement security, then the Subdivider shall reimburse the City in the amount of such excess damages.
E. Following Subdivider’s receipt of written notice of alleged default and failure by Subdivider to promptly commence the cure of any alleged default and to diligently prosecute such cure to completion, City may, without liability for so doing, take possession of, and utilize in completing the Improvements, such materials, appliances, plant and other property belonging to Subdivider as may be on the site of the work and necessary for the performance of the work. Subdivider hereby consents to such entry by the City and its representatives, including contractors, following written notice to Subdivider upon the real property in the Subdivision owned by Subdivider and necessary for City to enter or access under this Agreement, in the event the City elects to maintain or complete the work on the Improvements following Subdivider’s default.
F. Subdivider acknowledges and agrees that approval of the Final Map for the Subdivision conferred substantial rights upon the Subdivider, including the right to sell, lease or finance lots within the Subdivision, and that such approval constitutes the final act necessary to permit the division of land within the Subdivision.
As a result, City will be damaged to the extent of the cost of construction or installation of the Improvements upon Subdivider’s failure to perform its obligations under this Agreement, which failure is not promptly remedied by sureties or by Subdivider.
G. The City’s failure to take an enforcement action with respect to a default, or to declare a default or breach, shall not be construed as a waiver of that default or breach or any subsequent default or breach of the Subdivider.
H. If City sues to compel Subdivider’s performance of this Agreement, or to recover damages or costs incurred in completing or maintaining the work on the Improvements, and is the prevailing party, Subdivider agrees to pay all reasonable attorneys’ fees and other costs and expenses of litigation incurred by the City in connection therewith, even if Subdivider subsequently resumes and completes the work.
12. RELATIONSHIP OF THE PARTIES
Neither Subdivider, nor any of Subdivider’s contractors, employees or agents, are or shall be deemed to be, agents of the City in connection with the performance of Subdivider’s obligations under this Agreement.
13. ASSIGNMENT
A. Subdivider shall not assign this Agreement, or any portion thereof without the prior written consent of the City in accordance with the Development Agreement. Any attempted or purported assignment in violation of this subparagraph A shall be null and void and shall have no force or effect. 285
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B. The sale or other disposition of the Subdivision shall not relieve Subdivider of its obligations hereunder. If Subdivider intends to sell the Subdivision, or any portion thereof (except for the sale of individual lots with homes to individual purchasers), to any other person or entity, the Subdivider may request an assignment or novation of this Agreement and a substitution of improvement security. Upon the City’s approval of the assignment or novation and substitution of improvement security, the Subdivider may request a release or reduction of the improvement security furnished pursuant to this Agreement.
14. NOTICES
All notices required or provided for in this Agreement shall be in writing and delivered in person or by mail, postage prepaid, and addressed as follows:
If to the City: Art Vela
Director of Public Works/City Engineer
City of Banning
99 E. Ramsey Drive
Banning, California 92220
If to the Subdivider: To the address set forth above in the Subdivision Reference Data, or to such other
address as may subsequently be designated
in written notice to the City.
Notice shall be effective on the date that it is delivered in person, or, if mailed, three (3) days after the date of deposit in the United States Mail.
15. ENTIRE AGREEMENT
This Agreement constitutes the entire agreement of the parties with respect to its subject matter. All modifications, amendments, or waivers of any terms of this Agreement shall be in writing and signed by the duly authorized representatives of the parties. In the case of the City, the duly authorized representative, unless otherwise specified herein, shall be the City Engineer.
16. SEVERABILITY
The provisions of this Agreement are severable. If any portion of this Agreement is held invalid by a court of competent jurisdiction, the remainder of the Agreement shall remain in full force and effect.
17. INCORPORATION OF SUBDIVISION REFERENCE DATA AND
RECITALS
The Subdivision Reference Data and the Recitals are incorporated into this Agreement.
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CITY OF BANNING
SUBDIVISION IMPROVEMENT AGREEMENT
* * * * * * SUBDIVISION REFERENCE DATA * * * * * *
[ ] FINAL TRACT MAP NO. 37390-2 (“Final Map” herein)
[ ] PARCEL MAP NO. (“Parcel Map” herein)
NAME OR TRACT NUMBER OF
SUBDIVISION (“Subdivision”
herein):
ATWELL - 37390-2
NAME AND ADDRESS OF
SUBDIVIDER(S):
PARDEE HOMES
1250 CORONA POINTE CT, #600
CORONA, CA 92881
CITY COUNCIL RESOLUTION
OF APPROVAL NO.
(“Resolution of Approval” herein)
DATE(S) THAT IMPROVEMENT PLANS WERE APPROVED BY THE CITY ENGINEER:
IMPROVEMENT/PLAN NO.:
Sewer Improvement Plans -Approved 6/04/2020
Street Improvement Plans -Approved 6/04/2020
Water Improvement Plans -Approved 6/09/2020
Monumentation Plans -Approved 8/19/2020
ESTIMATED TOTAL COSTS: IMPROVEMENTS $ 2,831,876.15
GRADING $
MONUMENTATION $ 35,161.25
TOTAL: $2,867,037.40
FORM OF IMPROVEMENT
SECURITY:
[ ] AAA Corporate surety bonds
NAME AND ADDRESS OF
CORPORATE SURETY (if
applicable):
[ ] Deposit of money
RLI Insurance Company
(Name of Corporate Entity)
6303 Owensmouth Ave, 10th Floor
(Street Address)
Woodland Hills, CA 91367
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SURETY BOND NUMBERS (if
applicable): - PA 7 Monumentation Bond #CMS0339956
- PA 7 Sewer Improvements Bond#CMS0339953
- PA 7 Street Improvements Bond#CMS0339954
- PA 7 Water Improvements Bond#CMS0339955
EFFECTIVE DATE OF
AGREEMENT: (to be inserted by City)
COMPLETION PERIOD: All improvements of Tract _____ (including the complete water and sewer system in ______ Street) with the exception of the roadway (street) improvements on ______ Street, shall be completed within two years from the Effective Date of the Agreement. _______ Street roadway (street) construction (so that ______ Street is a continuous route from __________ to _______________) shall be constructed prior to the Certificate of Occupancy for development of lots ____and ____ of Tract _____.
* * * * * * * * * * * * * * * * * * * * * *
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1. SUBDIVIDER’S OBLIGATION TO CONSTRUCT IMPROVEMENTS .........2
2. INSPECTION OF WORK AND FINAL ACCEPTANCE ..................................4
3. GUARANTEE AND WARRANTY OF THE IMPROVEMENTS.....................5
4. TIME EXTENSIONS ...........................................................................................5
5. IMPROVEMENT SECURITY.............................................................................6
6. REDUCTION OR RELEASE OF IMPROVEMENT SECURITY .....................7
7. INDEMNIFICATION OF CITY BY SUBDIVIDER ..........................................9
8. INSURANCE......................................................................................................11
9. OWNERSHIP OF THE IMPROVEMENTS......................................................16
10. PREPARATION AND RECORDATION OF CC&RS .....................................17
11. DEFAULT AND BREACH BY THE SUBDIVIDER AND REMEDIES
OF THE CITY ....................................................................................................17
12. RELATIONSHIP OF THE PARTIES................................................................19
13. ASSIGNMENT...................................................................................................19
14. NOTICES............................................................................................................20
15. ENTIRE AGREEMENT.....................................................................................20
16. SEVERABILITY................................................................................................20
17. INCORPORATION OF SUBDIVISION REFERENCE DATA
AND RECITALS................................................................................................20
18. GOVERNING LAW...........................................................................................20
19. EFFECTIVE DATE OF THE AGREEMENT ...................................................21 327
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SUBDIVISION IMPROVEMENT AGREEMENT
THIS SUBDIVISION IMPROVEMENT AGREEMENT (“Agreement”) is made and entered into by and between the City of Banning, a municipal corporation (“City”), and the Subdivider whose name and address is set forth above in the Subdivision Reference Data.
RECITALS
A. Subdivider has presented to the City for approval and recordation a Final Map, identified above in the Subdivision Reference Data, of a proposed subdivision pursuant to the Subdivision Map Act of the State of California and the City’s ordinances and regulations as such ordinances and regulations are vested under the development agreement recorded in the official records of the County of Riverside on July 17, 2012 as Document No. 2012-0332888 (“Development Agreement”) relating to the filing, approval and recordation of subdivision maps (collectively referred to herein as the “Subdivision Laws”).
B. A tentative map of the Subdivision was previously approved by City, subject to the Subdivision Laws and to the City’s standard requirements as vested under the Development Agreement and conditions of approval contained in the City Council’s Resolution of Approval, a copy of which is on file in the Office of the City Clerk and which is incorporated herein by this reference.
C. The Subdivision Laws establish, as a condition precedent to the approval of a Final Map, that the Subdivider comply with the City Council’s Resolution of Approval and either (i) complete, in compliance with applicable City standards, all of the improvements and land development work required by the Subdivision Laws and the City Council’s Resolution of Approval; or (ii) enter into a secured agreement with the City to complete the improvements and land development work within a period of time specified by the City.
D. In consideration of approval of the Final Map for the Subdivision by the City Council, Subdivider desires to enter into this Agreement whereby Subdivider promises to install and complete, at its sole expense, except as otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, all public improvement work required by the City as set forth on the Improvement Plans (as defined below) for the proposed Subdivision. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws and approved by the City. In any conflict between the terms in this Agreement and the Development Agreement, the Development Agreement shall be the controlling document.
E. Improvement Plans, and related specifications, numbered as designated above in the Subdivision Reference Data, for the construction, installation and completion of the Improvements identified in Schedule A hereto, have been prepared by the Subdivider, approved by the City Engineer, and are on file in the office of the City 328
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Engineer. Said Improvement Plans, and related specifications, subsequently modified by the mutual written agreement of the parties, are hereby referred to as the “Improvement Plans” and are incorporated herein by this reference. Any improvement to be constructed pursuant to the Improvement Plan is hereby referred to individually as an “Improvement” and collectively as the “Improvements”.
NOW, THEREFORE, in consideration of the approval and recordation by the City Council of the Final Map of the Subdivision, Subdivider and City agree as follows:
1. SUBDIVIDER’S OBLIGATION TO CONSTRUCT IMPROVEMENTS
A. Subdivider shall, at its sole expense, unless otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, and in compliance with the provisions of the Subdivision Laws, the Improvement Plans, conditions of approval of the Tentative Map, and all applicable City standards and fees, and in a good and workmanlike fashion, furnish, construct, install and guarantee (as set forth in Section 3) the Improvements, Grading, and Monumentation described on the tentative map and in the City Council’s Resolution of Approval relating thereto (collectively, the “Improvements”).
B. To the extent necessary to construct the Improvements, as determined by the City Engineer, the Subdivider shall acquire and dedicate, or pay the reasonable, documented cost of acquisition by City of, all rights-of-way, easements and other interests in real property for the construction or installation of the Improvements, free and clear of all liens and encumbrances. If the Subdivider is unable to acquire such rights-of-way, easements and other interests in real property by negotiation, then Subdivider shall, within 120 days of Final Map approval, enter into a condemnation agreement with City pursuant to Government Code Section 66462.5, by which the City will commence the process for the acquisition of the rights-of-way, easements or other real property.
C. Subject to any time extensions granted in accordance with Section 4, Subdivider shall complete all Improvements within its respective “Completion Period” specified in the Subdivision Reference Data; provided, however, that if the City Engineer reasonably determines in good faith that accelerated construction of the Improvements is essential in order to protect the public health, welfare and safety, the City Engineer shall give Subdivider not less than fifteen (15) business days' prior written notice to commence or accelerate installation and construction of such Improvements, or any portion thereof. The notice shall be in writing, and shall describe the work to be done by Subdivider, the time within which the work will commence, the period within which the work will be completed and identify the reasons that such early commencement is essential in order to protect the public health, welfare and safety. All or any portions of said Improvements may be required to be constructed or completed at a specified time, providing the foregoing criteria is met. If the Subdivider objects to the commencement or acceleration of the Improvements as specified by the City Engineer, Subdivider may appeal the decision of the City Engineer to the City Council. Any such 329
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appeal shall be filed with the City Clerk within 10 days after receipt by Subdivider of the written notice from the City Engineer.
D. If the Improvements to be constructed by Subdivider include monumentation, such monumentation shall be installed not later than thirty (30) days after the City’s acceptance of all other Improvements pursuant to Section 2. As used herein, “monumentation” shall mean the setting of survey monuments and tie points in accordance with the Subdivision Laws, and the delivery to the City Engineer of tie notes for said points.
E. Subdivider shall , at its sole expense, unless otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, replace or repair all public improvements, public utility facilities, and surveying or subdivision monuments which are destroyed or damaged as a result of any work performed by Subdivider under this Agreement during or after the Completion Period.
Any such replacement or repair shall be subject to the approval of the City Engineer.
F. In addition to, and separate from, the indemnity obligations contained in Section 9 of this Agreement, and without limiting the City’s remedies under general construction defect law, Subdivider shall be responsible for the care, repair and maintenance of the applicable portion of the Improvements until the latter of the following time periods: (i) the Improvements or applicable portion thereof is accepted in writing by the City; or (ii) the expiration of the required one-year guarantee and warranty period as specified herein; or (iii) the expiration of any applicable period of time requiring the care, repair and maintenance of the applicable Improvement specified in the Development Agreement (not including the term of any Development Agreement).
Neither City, nor its officers, agents and employees, shall have any liability for any accident, loss or damage to the Improvements and that may result from the construction of the Improvements prior to their completion and written acceptance by the City G. In addition to, and separate from: (1) the indemnity obligations contained in Section 7 of this Agreement, (2) the care, repair and maintenance provisions under paragraph E of this Section 1 of this Agreement; and (3) the warranty and guarantee provisions of Section 3 of this Agreement, Subdivider shall repair and correct, or be liable to the City for any cost to repair and correct, any defect in the construction of the Improvements that is identified by City within in accordance with general construction defect law ten (10) years after City’s acceptance of the Improvement, provided the City provides written notice to Subdivider of the existence of the defect within that the time period under law, and the defect is caused directly or indirectly by the design, construction, functionality, installation, assembly or workmanship of Subdivider. Nothing contained in this paragraph is intended to limit or otherwise waive any right or cause of action under applicable construction defect law that City may assert against Subdivider.
H. Subdivider shall, at its sole expense, unless otherwise provided in a credit/reimbursement agreement as provided for in the Development Agreement, obtain all necessary permits and licenses for the construction and installation of the 330
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Improvements, give all necessary notices, and pay all applicable fees required by City ordinance or resolution and all taxes required by law.
I. Not less than seven (7) days prior to commencement of work on the Improvements, Subdivider shall give written notice to the City Engineer of the date fixed for such commencement of work in order that the City Engineer shall have adequate time to schedule all necessary inspections.
J. SUBDIVIDER shall pay all applicable City fees and costs stipulated in the latest fee resolution as adopted by the City Council from time to time as required for the development of the SUBDIVISION including but not limited to the following:
1. Building Permit Fees --- to be paid at the time of building permit issuance;
2. Final Map Plan Check Fees --- to be paid at time of
submittal of final map for plan check and resubmittal of revised final map for plan check;
3. Final Map Moratorium Fees --- to be paid from cash
deposit established at time of filing final map;
4. Plan Check and Review Fees --- to be paid from cash
deposit established at time of filing improvement plans for plan check;
5. Encroachment Permit Fees --- to be paid at time of
application for encroachment permit;
6. Inspection Fees --- to be paid from cash deposit established at time of construction permit issuance; and
7. Grading Permit Fee --- to be paid from cash deposit
established at time of grading permit issuance.
K. Subdivider shall provide City with final Record Drawings of all plans developed for the Subdivision, showing all changes and as built conditions as specified in the Tentative Tract Map Conditions of Approval, and shall provide electronic image files of those final Record Drawings consistent with electronic image file size and type specifications of the City prior to the acceptance of improvements and release of bonds or other security.
2. INSPECTION OF WORK AND FINAL ACCEPTANCE
A. Subdivider shall at all times maintain proper facilities and safe access for inspection of the Improvements by the City Engineer and other City personnel and inspection consultants.
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B. Upon completion of the work on all or any category of the Improvements, the Subdivider may request a final inspection by the City Engineer.
Within forty-five (45) days of receipt of the written letter request, the City Engineer shall inspect the Improvements and provide written notice to Subdivider of the list of items which have been found to be incomplete and the list of items which have been found to be complete. If the City Engineer determines that all or any specified category of the Improvements have been completed in accordance with this Agreement and in compliance with the Improvement Plans and all applicable City standards, then the City Engineer shall acknowledge that determination in a report to the City Council. If the Improvements that are completed are to be dedicated to or owned by the City (Improvements within City right of way and property for public use), the City Engineer’s determination shall be submitted to the City Council for final acceptance by the City, unless such power to accept has been delegated by the City Council to the City Engineer or some other officer of the City, in which case the final acceptance shall be subject to the approval of that specified official. If the Improvements that are completed are to be dedicated to or owned by a public entity other than the City, the Subdivider’s written request shall be submitted to the applicable public entity or other owner, for final acceptance. Subdivider shall bear all costs of inspection and determination of completeness in accordance with City’s formally adopted and applicable fees and rates.
C. Acceptance of all or any specified category of the Improvements by the City Council shall be made upon recommendation and certification of the City Engineer following inspection of said Improvements pursuant to subparagraph B above.
The City Council shall act upon the City Engineer’s recommendation that such public Improvements have been completed unless such power to accept has been delegated by the City Council to the City Engineer or some other officer of the City, in which case the final acceptance shall be subject to the approval of that specified official. Acceptance by the City or by the governing body of the entity that is to accept dedication or ownership of the public improvements shall not constitute a waiver by the City or such other public entity of any defects in the public Improvements.
3. GUARANTEE AND WARRANTY OF THE IMPROVEMENTS
A. If, within a period of one year following acceptance by the City of the applicable Improvements specified in Schedule A, any Improvements or part of any Improvements specified in Section A furnished, installed or constructed by the Subdivider, or any of the work performed under this Agreement by Subdivider, fails to comply with any requirements of this Agreement, or the Subdivision Laws, or the Improvement Plans and related specifications, the Subdivider shall, without delay and without cost to the City, repair, replace or reconstruct any defective or otherwise unsatisfactory part or parts of the Improvements. Subdivider’s obligations hereunder shall include the repair, replacement or reconstruction of all irrigation systems and all trees, shrubs, ground cover and landscaping for such one year.
B. Should the Subdivider fail or refuse to act promptly or in accordance with subparagraph A above, or should the exigencies of the situation require repair, replacement, or reconstruction to be undertaken before the Subdivider can be 332
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notified and can perform the necessary work, then the City may, in its discretion, make the necessary repairs or replacements or perform the necessary reconstruction and draw upon the Subdivider’s improvement security to reimburse itself for the costs incurred. If the Subdivider’s improvement security does not cover the total cost of such repair, replacement, or reconstruction, the Subdivider shall reimburse the City for any excess costs incurred.
C. The security furnished for the faithful performance of the Subdivider’s obligation to construct and install the Improvements described herein shall include the Subdivider’s liability and obligation hereunder to provide the one-year guarantee and warranty of the Improvements.
4. TIME EXTENSIONS
A. Upon a showing by the Subdivider of good cause therefor, the duration of the Completion Period for the Improvements (or any of them) may be extended by the City Engineer in writing. As used herein, “good cause” may include, without limitation, delay resulting from, arising out of or relating to an act of the City; acts of God or force majeure, strikes, boycotts or similar job actions by employees or labor organizations which prevent the conduct of the work; findings made by a governmental entity that the site of a particular Improvement is of archeological significance or requires further permitting and approval; and/or actions or failure to act of native American monitor(s); and, the order of any court.
B. A time extension may be granted without notice to any surety or sureties of the Subdivider and shall not affect the validity of this Agreement nor release the surety or sureties on any bond given as an improvement security pursuant to this Agreement.
C. As a condition of any time extension provided for herein, the City Engineer, may require the Subdivider to furnish new or modified improvement security guaranteeing performance of this Agreement, as extended, in an increased amount as necessary to compensate for any projected increase in the Estimated Total Cost of Improvements, as determined by the City Engineer.
5. IMPROVEMENT SECURITY
A. Prior to City’s execution of this Agreement, Subdivider shall provide as security to the City:
1. For Performance and Guarantee: Security in an amount equal to one hundred percent (100%) of the Estimated Total Cost of the Improvements, excluding Grading, as set forth above in the Subdivision Reference Data. The security shall be issued by a bonding company licensed to issue bonds in the State of California and having a Best rating of AAA or better.
With this security, the form of which shall be subject to City Attorney’s prior approval, the Subdivider assures faithful performance under this Agreement and guarantees the Improvements for one year after the completion and acceptance of 333
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the applicable portion of such Improvements, against any defective workmanship or materials or any unsatisfactory performance, pursuant to Section 3 hereof.
2. For Payment: Security in an amount equal to one hundred percent (100%) of the Estimated Total Cost of the Improvements, excluding Grading, as set forth above in the Subdivision Reference Data. The security shall be issued by a bonding company licensed to issue bonds in the State of California and having a Best rating of AAA or better. With this security, the form of which shall be subject to City Attorney’s prior approval, the Subdivider guarantees payment to contractors, subcontractors, and persons renting equipment or furnishing labor or materials to them or to the Subdivider.
B. If the improvement security is a corporate surety bond and, in the opinion of the City, any surety or sureties thereon become insufficient, because (i) the surety becomes insolvent; (ii) the surety's bond rating is downgraded; (iii) the surety declares bankruptcy; or (iv) the surety is no longer deemed to be an admitted surety in California by the California Department of Insurance, or (v) the form of the surety or the amount is found by City to be in error or materially insufficient, the Subdivider shall renew or replace any such surety bond with good and sufficient surety or sureties within thirty (30) days after receiving from City written demand therefor.
C. The amount of security for performance, payment and warranty obligations provided by this section shall not include the cost of monumentation, as required by Government Code Section 66497 so long as a separate cash deposit or security acceptable to the City Engineer for the estimated cost of monumentation has been submitted to the City.
D. Improvement security consisting of corporate surety bonds, in a form accepted by the City Attorney, shall be filed with the City Engineer and then kept on file with the City Clerk. If a corporate surety bond is replaced by another approved bond, the replacement shall be submitted to the City Engineer and, upon filing with the City Clerk, shall be deemed to have been made a part of and incorporated into this Agreement. Upon submission to the City Engineer and then filing with the City Clerk of a replacement bond, the former improvement security shall be released following written approval of the City Engineer.
E. Modifications of the Improvement Plans and related specifications, and modifications of the Improvements, not exceeding ten percent (10%) of the original Estimated Total Cost of the Improvements, shall not relieve or release any improvement security furnished by Subdivider pursuant to this Agreement. If any such modifications exceed ten percent (10%) of the Estimated Total Cost of the Improvements, Subdivider shall furnish additional improvement security for performance and guarantee, and for payment, as required by subparagraph A above, for one hundred percent (100%) of the revised Estimated Total Cost of the Improvements.
F. Subject to any time extensions granted in accordance with Section 4 herein, the Subdivider shall be in default if the Subdivider has not completed all 334
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improvements within two years from the Execution Date of the Agreement and has not repaired any defects in the completed Improvements within the one-year guarantee and warranty period.
Alternatively, in the event of a default by the Subdivider pursuant to Section 10, and after written notice to Subdivider and reasonable opportunity to cure, City, at its sole option, shall have the right, without limiting any other rights and/or remedies available to City at law or in equity, to draw upon or utilize the improvement security furnished herewith to construct and install the Improvements itself. If City exercises this right, the release of any unused portion of such improvement security shall be in accordance with the procedures outlined in Section 6 herein, including any retention necessary for the one-year guarantee period.
6. REDUCTION OR RELEASE OF IMPROVEMENT SECURITY
A. All public Improvements (Improvements that are to be owned or dedicated to the City or other public entity as distinguished from those owned by a private community association) shall be first completed, deemed completed by the City Engineer and then accepted as complete by the City prior to release of sureties. All private Improvements (Improvements that are to be owned by a private community association and not dedicated or owned by the City or other public entity) shall be first completed and then accepted as complete in writing by the City Engineer.
B. Partial releases or reductions in the Subdivider’s improvement (performance) security may be authorized prior to the City’s acceptance of all Improvements required hereunder, as follows:
1. At the time that the Subdivider believes that the obligation to perform the work for which security was required is complete, the Subdivider may notify the City in writing of the completed work, including a list of work completed. Upon receipt of the written notice, the City shall review and comment or approve the completion of the required work within forty-five (45) days. If the City does not agree that all work has been completed in accordance with the plans and specifications for the Improvements, it shall supply a list of all remaining work to be completed within this 45-day period.
2. Within forty-five (45) days of receipt of the list of remaining work from the local agency, the Subdivider may then provide cost estimates for all remaining work for review and approval by the City. Upon receipt of the cost estimates, the City shall then have forty-five (45) days to review, comment, and approve, modify, or disapprove those cost estimates. The City shall not be required to engage in this process of partial release more than once between the start of work and completion and acceptance of all work; however, nothing in this section prohibits the City from allowing for multiple and phased partial releases as it otherwise deems appropriate. 335
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3. If the City approves the cost estimate, the City shall release all performance security except for security in an amount up to two hundred percent (200%) of the cost estimate of the remaining work. The process allowing for a partial release of performance security shall occur when the cost estimate of the remaining work does not exceed twenty percent (20%) of the total original performance security unless the City allows for a release at an earlier time.
Substitute bonds or other security may be used as a replacement for the performance security, subject to the approval of the City. If substitute bonds or other security is used as a replacement for the performance security released, the release shall not be effective unless and until the City receives and approves that form of replacement security. A reduction in the performance security, authorized under this section, is not, and shall not be deemed to be, an acceptance by the City of the completed improvements in and of itself, and the risk of loss or damage to the Improvements and the obligation to maintain the Improvements shall remain the sole responsibility of the Subdivider until the applicable required public Improvements have been accepted by the City in writing and all other required improvements have been fully completed in accordance with the plans and specifications for the improvements.
4. The Subdivider shall complete the works of Improvement until all remaining items are accepted by the City.
5. Upon the completion of the Improvements, the Subdivider, or his or her assigns, shall be notified in writing by the City within forty-five (45) days.
6. Within sixty (60) days of the issuance of the notification by the City Engineer, any remaining performance security, except ten percent (10%) of the original amount of the security to guarantee and warrant the Improvements for the one-year guarantee and warranty period, shall be released within sixty (60) days of the issuance of the written statement of completion.
C. Security securing the payment to the contractor, his or her subcontractors and to persons furnishing labor, materials or equipment shall, after passage of the time within which claims of lien are required to be recorded pursuant to Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code and after acceptance of the work, be reduced to an amount equal to the total claimed by all stop notice claimants for whom stop notices have been filed with the City, and if no claims have been filed, the security shall be released in full.
D. The partial release provisions of this Section 6 shall not apply to any required guarantee and warranty period required by Section 66499.9 for the guarantee or warranty nor to the amount of the security deemed necessary by the local agency for the guarantee and warranty period nor to costs and reasonable expenses and fees, including reasonable attorneys' fees. Security furnished to guarantee and warrant the Improvements against any defective work or labor done or defective materials 336
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furnished, shall be released within thirty (30) days after the completion of the one-year period following completion and acceptance of all Improvements.
E. If Subdivider’s obligations relating to any Improvements are subject to the approval of another governmental agency, the City shall not release the improvement (performance) security therefor until the obligations are performed to the satisfaction of such other governmental agency. Such agency shall have sixty (60) days after receipt of written notice from the Subdivider of the Subdivider’s performance of the obligation to register its satisfaction or dissatisfaction. If at the end of that period it has not registered its satisfaction or dissatisfaction, it shall be conclusively deemed that the Subdivider’s performance of the obligation was done to its satisfaction, and such improvement security shall be promptly released.
F. In the event the time periods for action by the City specified in this Section conflict with a shorter or longer time period for such actions as provided in Government Code Section 66499.7, the time periods in Government Code Section 66499.7 shall control.
7. INDEMNIFICATION OF CITY BY SUBDIVIDER
A. Neither the City, nor its officers, agents and employees, shall be liable or responsible for any accident, injury, loss or damage to either property or person attributable to or arising out of the defective design, construction, functionality, installation assembly or improper maintenance including, without limitation, the use of defective methods, materials or workmanship (collectively “Subdivider’s Faults”) of the Improvements by Subdivider, its officers, employees and agents. Subdivider shall indemnify, hold harmless and defend the City, its officers, agents and employees, from and against any and all losses, claims, costs, expenses, liabilities, damages, actions, causes of action and judgments, including attorneys’ fees, arising directly or indirectly out of or attributable to Subdivider’s Faults.
B. Subdivider’s obligations under this Section 7 are not conditioned or dependent upon whether the City, or its officers, agents and employees, prepared, supplied or reviewed any Improvement Plans or related specifications in connection with the Subdivision or the Improvements, or has insurance or other indemnification covering any of these matters.
C. Subdivider’s obligation to indemnify, hold harmless and defend the City under this Section 7 shall extend to injuries to persons and damages to or alleged taking of property resulting from the Subdivider’s Faults, and the Improvements required herein, and shall likewise extend to claims asserted by adjacent property owners based upon the diversion of waters caused by the Subdivider’s defective design or defective construction of public drainage systems, streets, and other public facilities or improvements. Except for a City Directive as defined below, the City’s acceptance of the Improvements shall not constitute an assumption by the City of any responsibility or liability for any damage or alleged taking of property referenced herein. City shall not be responsible or liable for the design or construction of the Subdivision or the 337
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Improvements constructed or installed pursuant to the approved Improvement Plans or the Final Map, regardless of any act or omission by the City in approving the Improvement Plans or the Final Map, unless the particular Improvement design was required by the City over the written objection of the Subdivider, which objection stated that the Improvement design was potentially dangerous or defective and set forth an alternative design (a “City Directive”). After City’s acceptance of the Improvements, the Subdivider shall remain obligated to correct or eliminate all dangerous conditions created by defects in design, construction or Subdivider’s Faults (other than those required by a City Directive); provided, however, that Subdivider shall not be responsible for routine maintenance as specified in Section 1(F) of this Agreement. Subdivider’s indemnity obligations hereunder shall remain in effect for ten (10) years following acceptance of the respective Improvement(s) by the City Council. Subdivider acknowledges and agrees that Subdivider shall be responsible and liable for the Subdivider’s Faults with respect to the Improvements and other work done pursuant to this Agreement, unless same is due to a City Directive. City shall not be liable for any acts or omissions in approving, reviewing, checking, correcting or modifying any Improvement Plans or related specifications, or in inspecting, reviewing or approving any work or construction of Improvements, unless same is due to a City Directive. The Subdivider’s improvement security shall not be required to secure the Subdivider’s obligations under this subparagraph C beyond the one-year guarantee and warranty period, unless the City Engineer provides notice to Subdivider prior to the expiration of the one-year period of the existence of, or continued existence of, defects in the improvements, in which case the portion of the improvement security to guarantee and warranty the improvements against defective work shall not be released and shall remain in place until the City Engineer provides written confirmation that the defects have been cured and corrected.
The indemnity shall be effective retroactively to the earliest recordation date of the Final Map.
D. Subdivider shall pay and satisfy any judgment, award or decree that may be rendered against City, its officers, officials, employees, agents, representatives and volunteers (collectively hereinafter “City and City Personnel”) to the extent of the indemnity provided above, in any such suit, action, or other legal proceeding, provided City gives Subdivider prompt written notice of such claim and allows Subdivider to undertake the defense thereof, and provided further that City cooperates in any such suit, action, or other legal proceeding, but shall retain its right to reject a settlement that the City deems, in its sole and absolute discretion, to be contrary to the interests of the City.
E. Subdivider’s obligation to indemnify shall not be restricted to Insurance proceeds, if any, received by the City and City Personnel.
F. Subdivider, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against City and City Personnel to the extent of the indemnity above provided. 338
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8. INSURANCE
The following coverages will be provided by Subdivider and maintained on behalf of City and in accordance with the requirements set forth herein. If Subdivider performs construction activities through a general contractor, some or all of these insurance requirements for the period of construction may be satisfied by the general contractor’s insurance coverages. In such case, Subdivider shall maintain during this same construction period, and after the construction period, the coverages shown below as “Insurance After Construction.” In addition, Subdivider may elect to obtain, for all or any portion of the Project, an “Owner-Controlled Wrap Up” insurance policy in satisfaction of the insurance requirements for general contractors and subcontractors provided it satisfies all of the insurance requirements below for general contractors and subcontractors. Throughout these specifications, the word “Subdivider” refers to the Party responsible to provide the coverages as specified and, depending on context, may refer either to Subdivider or to a separate General Contractor.
A. Insurance During Construction. Subdivider shall provide the following insurance during construction of the Improvements. Insurance requirements may be met through insurance provided by Subdivider’s General Contractor:
1. Commercial General Liability Insurance. Commercial
General Liability Insurance (primary) shall be provided on ISO-CGL Form No.
CG 00 01 or equivalent coverage, including provisions for defense of additional insureds. Policy limits shall be no less than two million dollars ($2,000,000) per occurrence for all coverages and five million dollars ($5,000,000) general aggregate. City and its officers, employees and agents shall be added as additional insureds using ISO Form CG 20 10 11 85 or other revision of the CG 20 10 form if available from the insurer and reasonably acceptable to the City, not limiting coverage for the additional insured to “ongoing operations” or in any way excluding coverage for completed operations. Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to City or any officer, employee or agent of City.
Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall contain no contractors’ limitation or other endorsement limiting the scope of coverage for liability arising from pollution, explosion, collapse, or underground property damage.
2. Umbrella Liability Insurance. Umbrella Liability Insurance (or, at Subdivider’s election, Excess Liability Insurance) (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury, at a minimum. Coverage shall be at least as broad as any underlying coverage.
Coverage shall be provided on a “pay on behalf” basis. There shall be no cross liability exclusion and no contractor’s limitation endorsement. Policy limits shall be not less than five million dollars ($5,000,000) per occurrence and in the aggregate, including any limits required in the underlying policies. The policy shall have a starting date no later than and an ending date no earlier than those of the underlying coverages. The Named Insured (Subdivider or General Contractor 339
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as appropriate) may determine the layering of primary and excess liability insurance provided that if such layering differs from that described here, the actual coverage program meets the minimum total required limits and complies with all other requirements listed here.
3. Business Auto Coverage. Business Auto Coverage shall be written on ISO Business Auto Coverage Form CA 00 01 or the equivalent, including symbol (1) (any Auto). If Subdivider (or Contractor) does not own any vehicles, this requirement may be satisfied by a non-owned vehicle endorsement to the general and umbrella liability policies. Limits shall be no less than one million dollars ($1,000,000) per accident. This policy shall be scheduled as underlying insurance to the umbrella policy required above for a total limit of no less than five million dollars ($5,000,000) each accident.
4. Workers’ Compensation/Employer’s Liability. Workers’ Compensation/Employer’s Liability shall provide workers’ compensation statutory benefits as required by law. Employer’s liability limits shall be no less than one million dollars ($1,000,000) per accident or disease. Employer’s liability coverage shall be scheduled under the umbrella or excess liability policy described above. This policy shall be endorsed to waive any right of subrogation with respect to City, its officers, employees or agents.
5. Builder’s Risk Insurance. Builder’s Risk Insurance
covering all real and personal property for “all risks” of loss or “comprehensive perils” coverage including but not limited to the perils of earth movement, including earthquake (if required by Subdivider’s lender or if available at commercially reasonable rates) and flood for all Improvements.
B. Insurance After Construction. Upon completion of construction of the Improvements, and for the required one-year guarantee and warranty period for Improvements and the required 10-year indemnification period, Subdivider at Subdivider’s expense shall maintain or cause to be maintained the following insurance:
1. Commercial Property Insurance. Commercial Property
Insurance covering the Improvements. Coverage shall be at least as broad as the Insurance Services Offices broad causes of loss form CP 10 20, and reasonably approved of in writing by the City. Coverage shall be sufficient to insure 100% of the replacement value and there shall be no coinsurance provisions. The policy shall include an inflation guard endorsement, 100% rents coverage, contents coverage, coverage for personal property of others, ordinance or law and increased cost of construction coverage. Subdivider also agrees to provide builder’s all-risk insurance using an inland marine form during the period of any major alteration or improvement, using the broadest form available.
The insurance coverage for the peril of earthquake required for this project is subject to availability on the open market at commercially reasonable premium cost, as determined by mutual agreement between Subdivider 340
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and City. If such earthquake insurance coverage should, after diligent effort by Subdivider, be unobtainable at such mutually determined commercially reasonable premium cost, then Subdivider shall obtain the maximum insurance reasonably obtainable at commercially reasonable premium cost (if any) and give notice to City of the extent of Subdivider’s inability to obtain, in full, the required insurance, and in such event, Subdivider’s obligation to procure and maintain such insurance may be excused, subject to City’s verification of inability to obtain the required insurance. Subdivider and City agree that a premium cost of earthquake insurance coverage of up to 150% of the premium cost paid by Subdivider for such coverage on the Effective Date (to be adjusted over time based on the Consumer Price Index,) shall constitute a commercially reasonable premium cost. Non-availability at commercially reasonable premium cost must be documented by a letter from Subdivider’s insurance broker or agent indicating a good faith effort to place the required insurance and showing, at a minimum, the names of the insurance carriers and the declinations or quotations received from each.
2. Commercial General Liability Insurance. Commercial
General Liability Insurance (primary) shall be provided on ISO-CGL form No.
CG 00 01 or equivalent coverage, including provisions for defense of additional insureds. Policy limits shall be no less than two million dollars ($2,000,000) per occurrence for all coverages and five million dollars ($5,000,000) general aggregate. City and its officers, employees and agents shall be added as additional insureds using ISO form CG 20 10 or equivalent if available from the insurer and reasonably acceptable to the City. Coverage shall apply on a primary noncontributing basis in relation to any other insurance or self-insurance, primary or excess, available to City or any officer, employee or agent of City until the warranty period specified in this Agreement expires.
3. Umbrella Liability Insurance. Umbrella Liability Insurance (or, at Subdivider’s election, Excess Liability Insurance) (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury, at a minimum. Coverage shall be at least as broad as any underlying coverage.
Coverage shall be provided on a “pay on behalf” basis. There shall be no cross liability exclusion. Policy limits shall be not less than five million dollars ($5,000,000) per occurrence and in the aggregate, including any limits required in the underlying policies. The policy shall have a starting date no later than and an ending date no earlier than those of the underlying coverages. Subdivider may determine the layering of primary and excess liability insurance provided that if such layering differs from that described here, the actual coverage program meets the minimum total required limits.
4. Workers Compensation Insurance. Workers’
Compensation/Employer’s Liability shall provide workers’ compensation statutory benefits as required by law. Employer’s liability limits shall be no less than one million dollars per accident or disease. Employer’s liability coverage shall be scheduled under any umbrella or excess liability policy described above. 341
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Unless otherwise agreed, this policy shall be endorsed to waive any right of subrogation as respects City, its employees or agents.
5. Business Auto Coverage. Business Auto Coverage for
vehicles owned, operated or maintained in any way connected with the project, shall be written on ISO Business Auto Coverage form CA 00 01 or the equivalent, including symbol (1) (any Auto). If Subdivider (or Contractor) does not own any vehicles, this requirement may be satisfied by a non-owned vehicle endorsement to the general and umbrella liability policies. Limits shall be no less than one million dollars ($1,000,000) per accident. This policy shall be scheduled as underlying insurance to the umbrella or excess liability policy required above for a total limit of no less than five million dollars ($5,000,000) each accident.
C. Provisions Pertaining to Insurance Provided by Subdivider
1. All insurance coverage and limits provided pursuant to this Agreement shall apply to the full extent of the policies involved, available or applicable. Nothing contained in this Agreement or any other agreement relating to City or its operations limits the application of such insurance coverage.
2. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only and is not intended by any Party to be all inclusive, or to the exclusion of other coverage, or a waiver of any type.
3. All general or auto liability insurance coverage provided pursuant to this Agreement, or any other agreements pertaining to the performance of this Agreement, shall not prohibit Subdivider, and Subdivider’s employees, or agents, from waiving the right of subrogation prior to a loss.
Subdivider waives its right of subrogation against City.
4. None of the policies required herein shall be in compliance with these requirements if they include any limiting endorsement that has not been first submitted to City and approved in writing by the City.
5. Unless otherwise approved by City, Subdivider’s insurance and insurance provided by any contractor or subcontractor relating to the construction of the Improvements shall be written by insurers authorized to do business in the State of California and with a minimum “Best’s” Insurance Guide rating of at least “A-:VII.” Self-insurance will not comply with these insurance specifications unless expressly approved in writing by the City.
6. In the event any policy of insurance required under this Agreement does not comply with these requirements and Subdivider does not cure the non-compliance within thirty (30) days after written notice from City (or Subdivider does not provide reasonable evidence of such cure within such 342
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period), or if the insurance is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any reasonable premium paid by City will be promptly reimbursed by Subdivider.
7. Subdivider agrees to provide evidence of the insurance required herein, satisfactory to City, consisting of certificate(s) of insurance evidencing all of the coverages required and an additional insured endorsement to Subdivider’s general liability and umbrella liability policies using ISO Form CG 20 10 11 85. Certificate(s) are to reflect that the insurer will provide 30 days’ notice of any cancellation of coverage and policies are to have a “cancellation endorsement” to the same effect. Subdivider agrees to provide copies of any endorsements modifying coverage in any way upon request from City.
8. Subdivider shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage.
9. Any actual or alleged failure on the part of City or any other additional insured under these requirements to obtain proof of insurance required under this Agreement in no way waives any right or remedy of City or any additional insured, in this or any other regard.
10. Subdivider agrees to require all subcontractors or other parties (but not including a general contractor) hired for this project to construct the Improvements to purchase and maintain insurance for general liability (minimum limit $1,000,000 per occurrence), automobile liability ($1,000,000 per accident) and workers’ compensation (statutory benefits). Prior to the issuance of the Certificate of Completion for each Phase, Subdivider shall, upon request by City, provide the City with copies of all insurance policies, certificates and endorsements related to such Phase.
11. Subdivider agrees to monitor and review all coverage required by this Section and assumes all responsibility for ensuring that such coverage is provided as required here. Subdivider agrees to obtain certificates evidencing such coverage. Subdivider agrees that upon request, all agreements with subcontractors or others with whom Subdivider contracts with on behalf of City, and all certificates of insurance obtained in compliance with this paragraph will be submitted to City for review upon request by City. Failure of City to request copies of such documents will not impose any liability on City, or its employees.
12. Subdivider agrees to require that no contract used by any general contractor or subcontractor in connection with construction of the Improvements, or contracts Subdivider enters into on behalf of City, will reserve the right to charge back to City the cost of insurance required by this Agreement. 343
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13. Where appropriate (such as in the case of automobile insurance coverages), coverage will not be limited to the specific location designated as the Property.
14. Subdivider agrees to provide notice to City of any claim or loss against Subdivider that includes City as a defendant promptly after Subdivider receives written notice or obtains knowledge thereof. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City.
City agrees to provide similar notice to Subdivider of any such claims it is notified of respecting the Property.
15. Subdivider agrees not to attempt to avoid its defense and indemnity obligations to City, and its officers, employees, agents by using as a defense Subdivider’s statutory immunity under workers’ compensation and similar statutes.
16. Subdivider agrees to ensure that coverage provided to meet these requirements is applicable separately to each insured and that there will be no cross liability exclusions that preclude coverage for suits between Subdivider and City or between City and any other insured or Named Insured under the policy, or between City and any Party associated with City or its employees.
17. If Subdivider or any contractor or subcontractor is a Limited Liability Company, general liability coverage must apply so that the Limited Liability Company and its Managers, Members, Affiliates, and their employees are insureds.
18. Subdivider shall require General Contractor to maintain commercial general liability, and if necessary, commercial umbrella liability insurance with a limit of not less than $15,000,000 for each occurrence, until the warranty period specified in this Agreement expires.
19. Subdivider agrees to obtain and provide to City evidence of professional liability coverage for Architects, Engineers or other design professionals working on the Improvements. The limit of liability required is subject to City approval, but in no event to be less than $1,000,000 per claim and in the aggregate, and Subdivider shall use reasonable efforts to require and cause such professionals to maintain coverage with respect to each occurrence for at least three years following substantial completion of the work and, in the event Subdivider is unable to do so, Subdivider shall promptly inform the City of the scope of such efforts and the reasons that it was unable to do so. If Subdivider requests that the City approve a lower limit for any particular design professional Subdivider seeks to employ on the Improvements, City will evaluate each such request based on City’s perception of liability exposure associated with the work that would be performed by that design professional.
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20. To the extent a particular coverage or policy form or specification is not reasonably available from Subdivider's insurer or would result in an additional premium that is extraordinary or unreasonably disproportionate to the premium for the policy as a whole, then Subdivider shall provide substantially similar coverage reasonably acceptable to City for which the cost is not extraordinary or unreasonably disproportionate.
9. OWNERSHIP OF THE IMPROVEMENTS
A. Ownership of all or any category of the Improvements constructed and installed by the Subdivider pursuant to this Agreement and shown on the Map to be dedicated to the public shall vest, as applicable, in the City (or other specified governmental agency) upon acceptance of said Improvements by the City. The acceptance of the Improvements shall either be shown by a certificate on the Final Map or by subsequent resolution accepting the Improvements adopted by the City pursuant to Government Code Section 66477.2 and recorded with the County Recorder or by other writing.
B. The Subdivider shall at all times prior to the acceptance of the Improvements by the City, give good and adequate warning to the public of each and every dangerous and defective condition caused by the construction of the Improvements and shall take all steps reasonably necessary to protect the public from such dangerous or defective conditions. The Subdivider agrees and understands that until acceptance of the Improvements by the City in writing, each Improvement and Improvement area that is offered for dedication shall be under the charge of the Subdivider, and the Subdivider may close all or a portion of any street or area whenever necessary to protect the public during the construction of the Improvements.
10. PREPARATION AND RECORDATION OF CC&RS.
A. The Subdivider shall establish a Homeowners Association for the residential areas of the Final Map owned by Subdivider, and to pay all costs associated with the creation of the associations.
B. The Subdivider shall prepare and record Covenants, Conditions, and Restrictions (CC&Rs) which obligate each homeowners association to provide for maintenance of the shared facilities, improvements, and landscaping within the boundaries of the associations in perpetuity in accordance with the Development Agreement and conditions of approval. The CC&Rs shall describe the homeowners association and the City's responsibilities and rights, and shall be subject to the approval of the City prior to recordation.
C. The Subdivider shall implement applicable provisions of the Mitigation Monitoring and Reporting Program.
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11. DEFAULT AND BREACH BY THE SUBDIVIDER AND REMEDIES
OF THE CITY
A. Upon the occurrence of any of the following events, the Subdivider shall be deemed to be in default under this Agreement:
1. Subject to any time extensions granted in accordance with Section 4, failure to complete construction and installation of the Improvements or any of them by the completion date set forth above in the Subdivision Reference Data;
2. Failure to promptly correct or cure any defect in the Improvements or any of them (other than a City Directive) during the one-year guarantee and warranty period as required by Section 3.A or failure to commence correction or cure of any such defect or failure to diligently prosecute same to completion, in each instance following receipt by Subdivider of written notice that such defect exists;
3. Subject to any time extensions granted in accordance with Section 4, failure to perform substantial construction work of the Improvements or any of them, after commencement of work on same, for a period of thirty (30) days after Subdivider’s receipt of written notice thereof from the City;
4. Insolvency, appointment of a receiver, or the filing of any petition in bankruptcy, whether voluntary or involuntary, and such is not cured or discharged within a period of thirty (30) days;
5. Commencement of a foreclosure action against the
Subdivision or any portion thereof, or any conveyance by the Subdivider in lieu or in avoidance of foreclosure, within thirty (30) days after receipt by Subdivider of written notice thereof from the City; or
6. Failure to perform any other obligations in accordance with the terms and provisions of this Agreement within thirty (30) days after receipt by Subdivider of written notice thereof from the City.
B. City reserves to itself all remedies available to it at law or in equity for any breach of Subdivider’s obligations under this Agreement. City shall have the right, without limitation of other rights or remedies, after written notice to Subdivider and a reasonable opportunity for Subdivider to cure any such alleged default, to draw upon or utilize any improvement security furnished hereunder to complete the Improvements or otherwise mitigate City’s damages in the event of Subdivider’s default.
C. Following Subdivider’s receipt of written notice of alleged default and failure by Subdivider to promptly commence the cure of any alleged default and to diligently prosecute such cure to completion, the City may serve written notice of any such default upon the surety on any corporate surety bond furnished as improvement security hereunder, and request that said surety take over and complete the Improvements 346
11303-0014\2299407v5.doc
herein specified. If such surety, within thirty (30) days after service of such notice of default, does not give the City written notice of its intention to perform this Agreement, or does not commence such performance within thirty (30) days after notice to the City of such intention to perform, the City may take over the work and prosecute the same to completion, by contract or by any other method the City deems advisable, for the account and at the expense of the Subdivider and its surety.
D. Subdivider acknowledges that the Estimated Total Costs and Improvement Security amounts set forth herein may not reflect the actual cost of construction or installation of the Improvements, and, consequently, City’s damages for Subdivider’s default shall be measured by the actual cost of completing the required Improvements. If the damages incurred by the City in taking over and completing the Improvements exceeds the principal amount of the improvement security, then the Subdivider shall reimburse the City in the amount of such excess damages.
E. Following Subdivider’s receipt of written notice of alleged default and failure by Subdivider to promptly commence the cure of any alleged default and to diligently prosecute such cure to completion, City may, without liability for so doing, take possession of, and utilize in completing the Improvements, such materials, appliances, plant and other property belonging to Subdivider as may be on the site of the work and necessary for the performance of the work. Subdivider hereby consents to such entry by the City and its representatives, including contractors, following written notice to Subdivider upon the real property in the Subdivision owned by Subdivider and necessary for City to enter or access under this Agreement, in the event the City elects to maintain or complete the work on the Improvements following Subdivider’s default.
F. Subdivider acknowledges and agrees that approval of the Final Map for the Subdivision conferred substantial rights upon the Subdivider, including the right to sell, lease or finance lots within the Subdivision, and that such approval constitutes the final act necessary to permit the division of land within the Subdivision.
As a result, City will be damaged to the extent of the cost of construction or installation of the Improvements upon Subdivider’s failure to perform its obligations under this Agreement, which failure is not promptly remedied by sureties or by Subdivider.
G. The City’s failure to take an enforcement action with respect to a default, or to declare a default or breach, shall not be construed as a waiver of that default or breach or any subsequent default or breach of the Subdivider.
H. If City sues to compel Subdivider’s performance of this Agreement, or to recover damages or costs incurred in completing or maintaining the work on the Improvements, and is the prevailing party, Subdivider agrees to pay all reasonable attorneys’ fees and other costs and expenses of litigation incurred by the City in connection therewith, even if Subdivider subsequently resumes and completes the work.
347
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12. RELATIONSHIP OF THE PARTIES
Neither Subdivider, nor any of Subdivider’s contractors, employees or agents, are or shall be deemed to be, agents of the City in connection with the performance of Subdivider’s obligations under this Agreement.
13. ASSIGNMENT
A. Subdivider shall not assign this Agreement, or any portion thereof without the prior written consent of the City in accordance with the Development Agreement. Any attempted or purported assignment in violation of this subparagraph A shall be null and void and shall have no force or effect.
B. The sale or other disposition of the Subdivision shall not relieve Subdivider of its obligations hereunder. If Subdivider intends to sell the Subdivision, or any portion thereof (except for the sale of individual lots with homes to individual purchasers), to any other person or entity, the Subdivider may request an assignment or novation of this Agreement and a substitution of improvement security. Upon the City’s approval of the assignment or novation and substitution of improvement security, the Subdivider may request a release or reduction of the improvement security furnished pursuant to this Agreement.
14. NOTICES
All notices required or provided for in this Agreement shall be in writing and delivered in person or by mail, postage prepaid, and addressed as follows:
If to the City: Art Vela
Director of Public Works/City Engineer
City of Banning
99 E. Ramsey Drive
Banning, California 92220
If to the Subdivider: To the address set forth above in the Subdivision Reference Data, or to such other
address as may subsequently be designated
in written notice to the City.
Notice shall be effective on the date that it is delivered in person, or, if mailed, three (3) days after the date of deposit in the United States Mail.
15. ENTIRE AGREEMENT
This Agreement constitutes the entire agreement of the parties with respect to its subject matter. All modifications, amendments, or waivers of any terms of this Agreement shall be in writing and signed by the duly authorized representatives of the parties. In the case of the City, the duly authorized representative, unless otherwise specified herein, shall be the City Engineer.
348
349
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(SEAL)
CITY CLERK
Approved as to form:
CITY ATTORNEY
350
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[This page for acknowledgments.]
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VICINITY MAP NOT TO SCALE
1 IN THE CITY OF BANNING, STATE OF CALIFORNIA TRACT NO. 37298-1, 37298-2, STORM DRAIN (1"=300') 300 0 150 300 600 1200 TITLE SHEET
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-01(Title).dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 2:48:45 PM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.13.2019 11:44:54 AM Author:---- Last Edit: 05.13.2019 11:44:54 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE TRACT BOUNDARY TOP OF CURB TBTCFS FINISH SURFACE
R RADIUS DELTA
L LENGTH EX. EXISTING FL FLOW LINE R/W RIGHT-OF-WAY 600.00 PROPOSED ELEVATION (600.00) EXISTING ELEVATION TG TOP OF GRATE BC BEGINNING OF CURVE EC END OF CURVE GB GRADE BREAK INV. INVERT P.U.E. PUBLIC UTILITY EASEMENT PROP. PROPOSED PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE ST. STREET C CENTERLINE INT. INTERSECTION SHT. SHEET C.B. CATCH BASIN O.C. ON CENTER N'LY NORTHERLY E'LY EASTERLY S'LY SOUTHERLY NO. NUMBER W'LY WESTERLY CFS CUBIC FEET PER SECOND V VELOCITY Q100 RCP M.H. J.S. HGL 100 YEAR STORM REINFORCED CONCRETE PIPE MANHOLE JUNCTION STRUCTURE HYDRAULIC GRADE LINE G.I. GRATE INLET M.O.S. MIDDLE OF STRUCTURE TRW TOP OF RETAINING WALL NEG. NEGLIGIBLE TA TOP OF APRON BOT. BOTTOM W.T. WATER TIGHT PIPE JOINT OR CONNECTION L PARDEE HOMES 1250 CORONA POINTE COURT, SUITE 600
CORONA, CA 92879
(951) 428-4400 CONTACT: MICHAEL HEISHMAN OWNER/ APPLICANT/DEVELOPER 37298-3 & 37298 ATWELL IMPROVEMENT PLAN WILSON STREET CHERRY VALLEY BEAUMONT INTERSTATE 10
RAMSEY STREET
HIGHLAND SPRINGS AVE.
BOULEVARD
HIGHLAND HOME RD. COUNTY OF RIVERSIDE BANNING PROJECT SITE 8TH STREET 6TH STREET SUN LAKES BLVD. WESTWARD AVE. BROOKSIDE AV. DUTTON STREET
BELLFOWER AV.
SUNSET AV. LINCOLN ST.
PENNSYLVANIA AV.
SAN GORGONIO AV.
N HARGRAVE ST.
MORONGO RD. E GEORGE ST.
INTERSTATE 10
OAK VALLEY PRKY.
PALM AV.
BEAUMONT AV.
LAMB CANYON RD. 60 10
22ND 10
ST.
1 PLAN CHECK REVISIONS: MOVE SHT. INDEX LIST FROM SHT. 2 TO 1 SITE PLAN REVISIONS: REPLACE LAKE W/DETENTION BASIN; SEPARATE PLAN FOR HIGHLAND SPRINGS AVENUE STORM DRAIN SHEET NO. TITLE SHEET, INDEX MAP INDEX PLAN & PROFILE STORM DRAIN LINE 'A' 1 LOCAL DEPRESSION DETAILS 3 CONSTRUCTION NOTES & QUANTITY ESTIMATES AND DETAILS2 PLAN & PROFILE STORM DRAIN LINE 'B' & 'E'4 PLAN & PROFILE STORM DRAIN LINE 'C'5 PLAN & PROFILE STORM DRAIN LINE 'D', 'K' & 'L'67 PLAN & PROFILE STORM DRAIN LINE 'G' 8 PLAN & PROFILE STORM DRAIN LINE 'G' 9 PLAN & PROFILE STORM DRAIN LINE 'G' 10 PLAN & PROFILE STORM DRAIN LINE 'F', 'J' & 'M' 11 LATERALS 12,13 UTILITIES WATER CITY OF BANNING 99 EAST RAMSEY STREET BANNING, CA. 92220 (951) 922-3185 SEWER CITY OF BANNING 99 EAST RAMSEY STREET BANNING, CA. 92220(951) 922-3185 ELECTRIC CITY OF BANNING 99 EAST RAMSEY STREET BANNING, CA. 92220 (951) 922-3185 GAS SOUTHERN CALIFORNIA GAS COMPANY 1981 WEST LUGONIA AVENUE REDLANDS, CA. 92374 (909) 335-3928 TRASH CITY OF BANNING 99 EAST RAMSEY STREET BANNING, CA. 92220 (951) 922-3185 TELEPHONE FRONTIER COMMUNICATIONS 280 SOUTH LOCUST STREET POMONA, CA. 92363 (909) 397-0042 CABLE SPECTRUM CABLE 3317 WEST RAMSEY STREET BANNING, CA. 92220 (866) 417-1039 STORM DRAIN CITY OF BANNING 99 EAST RAMSEY STREET BANNING, CA. 92220 (951) 922-3185 408-120-001 THROUGH -005, -007 THROUGH -009 PORTIONS OF 408-120-006, -010, -012, -019, -020 ASSESSORS PARCEL NUMBERS THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS "TRAK" AND "MATH" (PORTIONS PER NATIONAL GEODETIC SURVEY, NAD 83, EPOCH 1995.5), AS SHOWN ON THE MAP FILED IN BOOK 102, PAGES 50 THROUGH 65 OF RECORDS OF SURVEY, IN THE OFFICE OFTHE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING NORTH 52° 49' 02.84" EAST. BASIS OF BEARINGS ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DATUM OF NAVD 88 BASED LOCALLY UPON THE FOLLOWING BENCH MARK: 3-1/4" STANDARD ALUMINUM MWD DISK, FLUSH, LOCATED IN BANNING, 0.6 MILES SOUTH ALONG HIGHLAND SPRINGS AVENUE FROM THE INTERSECTION OF HIGHLAND SPRINGS AVENUE AND THE SOUTHERN PACIFIC RAILROAD BRIDGE, 17.5 FEET EAST OF THE CENTERLINE OF HIGHLAND SPRINGS AVENUE AT THE NORTHWEST CORNER OF CATCH BASIN AT THE TOP OF CURB, 0.5 FEET EAST OF FACE OF CURBS. ELEVATION=2534.10 BENCH MARK TTM NO. 37390 VACANT (ATWELL) TTM NO. 37390 VACANT (ATWELL) TTM NO. 37389 VACANT (ATWELL) 43/14-15 PARCEL MAP NO. 20793 PARCEL MAP A.P.N. 419-050-018 MEMORIAL HOSPITAL SAN GORGONIO SCALE: 1"=300' INDEX MAP TRACT NO. 31468-2
VACANT
COMMERCIAL
TRACT NO. 31468-2
SUNDANCE
SINGLE-FAMILY RESIDENTIAL
TRACT NO. 30332-2
SUNDANCE
SINGLE-FAMILY RESIDENTIAL
TRACT NO. 30332-4
SUNDANCE
SINGLE-FAMILY
RESIDENTIAL EXISTING HIGHLAND SPRINGS CHANNEL 8TH STREET STARLIGHT AVENUE SUNDANCE DRIVE WILSON STREET NO. 20058 PARCEL MAP RESIDENTIAL
APEX ST
OAK VALLEY PARKWAY
HIGHLAND SPRINGS AVENUE
TRACT NO. 30332-3
SUNDANCE
SINGLE-FAMILY RESIDENTIAL
2 PLAN CHECK REVISIONS: REMOVE SHT. 14 Co WASTE MANAGEMENT ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 12. 20. 19. 18. 17. 16. 14.GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 9. 10. 13. 8. 11. 15. WHERE NOTED THE CONTRACTOR SHALL CONSTRUCT THE STORM DRAIN IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S M.O.U. STANDARD SPECIFICATIONS DATED JUNE 24, 2008, AND RCFC&WCD STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.922.3130 IF AN ENCROACHMENT PERMIT IS REQUIRED FROM CITY OF BANNING. AFTER THE PERMIT IS ISSUED THE CITY OF BANNING MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. STATIONING FOR LATERALS AND CONNECTOR PIPES REFER TO THE CENTERLINE INTERSECTION STATIONS. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1.800.227.2600. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NAD 88). ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON THE NORTH AMERICAN DATUM (NAD 83), CALIFORNIA COORDINATE SYSTEM (CCS), ZONE 6 AND EPOCH (1995.5). OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. APPROVAL OF THESE PLANS BY THE CITY OF BANNING DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER THE REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. CONSTRUCTION JOINT PER CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. BX401. 2674
2673
2672
2678
2677
2676
2675
2610
2615
2620
2625
2620
2605 39.90 AC DOG PARK LOT 37 P.A. 17 PA 3 PA 26 SCHOOL SITE PA 17 PA 4 PA 18 PA 9B LOT 1 COMMERCIAL PA 20 PA 22 LOT 6 PARK LOT 5 MEDIUM DENSITY RESIDENTIAL PARK LOT 4 LINE 'A' LINE 'C' LINE 'E' LINE 'J' LINE 'K' LINE 'F' 1 2
3 4
5 596061
9 8 16 1514 13 12 11 10 17 18 1920212223242526272829 303132333435363738 39404142434445 46 47 4849 50 51 52 53 5455 56 57 6263666768 69 787980 86 81 87 8889909192939899 100 101 102 103 104 105 106 107 108109110111 85 8483 82 1 2
3 6
8 91011 1516 17 18 19 20 21 22 23 24 25 26 27 28 30 29 32 33 34 35 36 37 38 39 40 41 42 434445464748 50 51 54 52 55 56 57 58 59 61 62 63 64 65666769 71727374 75 76 77 81 8283848586 1 2
3 4
5 6
7 9 10 11 12 13 14 15 1617 18 19 20 21 28 27 26 25 24 23 29 30 32 33 34 35 38 39 43 44 45 54 53 52 51 50 49 48 46 55 57 58 87 LINE 'G' LOT 'M' OPEN SPACE 4 8 11
7 10 114 115 116 117 118 119120 LINE 'D' 7 CULVERT 'L' 7 6 LINE 'I' 10
5 5 PA 23
9 LINE 'H' 11 CB #C4 CB #C1 CB #C6 CB #A1
CB #A3 CB #A2 CB #B1 CB #B2 CB #K1 CB #G3 CB #G2 CB #G4 CB #H2 CB #H1 CB #E2 CB #E1 8 9 CB #D1 CB #D2 CB #G1 WQMP AND STORM DETENTION BASIN "J" SEDIMENT BASIN "I" STORM DETENTION BASIN "G" SEDIMENT BASIN "F" LOT 2 MEDIUM DENSITY RESIDENTIAL 37 PA 35A EXTENDED DETENTION BASIN #3 (BMP) STORM DETENTION BASIN #1 SEDIMENT BASIN "M" EXTENDED DETENTION BASIN #4 (BMP) EARTHEN BERM EARTHEN BERM SEDIMENT BASIN "A" CB #C5 CB #C2 CB #C3 22 31 47 36 56 8 70 7776757473 EXTENDED DETENTION BASIN #1A (BMP) COMMERCIAL LOT 3 SEE SEPARATE STORM DRAIN PLAN FOR IMPROVEMENTS WITHIN HIGHLAND SPRINGS AVENUE EXTENDED DETENTION BASIN #7 (BMP) EXTENDED DETENTION BASIN #1B (BMP) EXTENDED DETENTION BASIN #2 (BMP) LINE 'B' EXTENDED DETENTION BASIN #1C (BMP) 11 LINE 'M'
SMITH CREEK ATWELL DRIVE LANDMARK WAY
LANDMARK WAY
LANDMARK WAY
OAK VALLEY PARKWAY
SWIFT DR
APEX STREET
COURT
CREEKSIDE AVENUE
TWILIGHT DR
REBLOOM DR LOT 'AA' LOT 'X' LOT 'Y' LOT 'P' LOT 'U' LOT
REDBUD AVENUE
QUAIL WAY VERDE WAY LOT 'W'
HAZEL LANE LOT 'S' LOT 'T' LOT 'R' 'O' LOT 'N' LOT 'V' LOT 'Q' HARMONY WAY BANBURY LANE
TIMBRE WAY
COOLWATER WAY AURAL PLACE
PINYON LANE
MALLOW
WAY
TREELINE
SIERRA PLACE
EVENFALL DRIVE PA 1A TR. NO. 37298-2 PA 2A TR. NO. 37298 PA 1B TR. NO. 37298-3 31 27+00 28+00 29+00 30+00 31+00 32+00 33+00
34+00 35+00
1+88.69 EXISTING 24" STORM DRAIN SEE SEPARATE STORM DRAIN PLAN FOR IMPROVEMENTS WITHIN HIGHLAND SPRINGS AVENUE 609
AND DETAILS CONSTRUCTION NOTES, QUANTITIES
2 CONSTRUCT 18" RCP STORM DRAIN (CLASS IV) CONSTRUCT 24" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCT 30" RCP STORM DRAIN (D-LOAD PER PROFILE) 15 23412151013 EA. EA. LFLFLFLFLFLF CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCT 42" RCP STORM DRAIN (D-LOAD PER PROFILE) INSTALL 6" PVC PIPE CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 14 EA. EA.9 4036 CONSTRUCT 48" RCP STORM DRAIN (D-LOAD PER PROFILE) LF 11 CONSTRUCT MH NO. 1 PER RCFC&WCD STD. MH251 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD. MH252 CONSTRUCT MH NO. 4 (LARGE SIDE INLET) PER RCFC&WCD STD. MH254 16 508 2,665 734 1719212224 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. DWG. NO. M803 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD. PLAN D86A INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B CONSTRUCT INLET RISER PER DETAIL ON SHEET NO. 7 2222 212 EA.312 138 1,415 EA. 1 EA. 11 LF 204 EA.6 CONSTRUCT JUNCTION STRUCTURE NO. 4 (PIPE TO PIPE [ID <24"]) PER RCFC&WCD STD JS229 LF CONSTRUCT 38"X60" ELLIPTICAL RCP EA.3 EA. 1 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 SF 2,207 INSTALL 36" CMP STORM DRAIN 26 INSTALL MORTAR PLUG 27 CONSTRUCT 29"X45" ELLIPTICAL RCP 28 CONSTRUCT 19"X30" ELLIPTICAL RCP LF EA. LF 349196 29 EA.2 30 CONSTRUCT 24"X24" DROP INLET PER JENSEN PRECAST, SEE DETAIL ON SHEET NO. 13 EA. 1 INSTALL TIMBER BULKHEAD FOR BOX CULVERT CAST-IN-PLACE CONCRETE PIPE REQUIREMENTS CIPP SHALL ONLY BE USED WHERE SHOWN ON THE DRAWINGS AND APPROVED BY THE AGENCY RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT. 1. A GEOTECHNICAL INVESTIGATION REPORT SHALL BE PREPARED AND TRANSMITTED TO THE APPROVING AGENCY AT THE TIME THE DRAWINGS ARE INITIALLY SUBMITTED FOR REVIEW. 2. THE REPORT SHALL BE PREPARED BY A LICENSED CIVIL OR GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA, AND SHALL ADDRESS, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING ISSUES: TRENCH WALL STABILITY A TRENCH STABILITY ANALYSIS SHALL BE PREPARED. SLOUGHING AND OVERALL TRENCH a. STABILITY AS IT PERTAINS TO THE CONSTRUCTION OF CIPP SHALL BE ADDRESSED. EXISTENCE OF GROUNDWATER IF GROUNDWATER IS PRESENT, THE REPORT SHALL SPECIFY APPROPRIATE MITIGATION MEASURES. b. EXISTENCE OF EXPANSIVE SOILS CIPP SHALL NOT BE USED IF EXPANSIVE SOILS ARE PRESENT. c. CORROSION POTENTIAL A CHEMICAL ANALYSIS OF THE SOIL SAMPLES SHALL BE MADE TO DETERMINE SULFATE d. CONCENTRATIONS. A RECOMMENDATION WITH RESPECT TO CEMENT "TYPE" SHALL BE MADE. e. OVERALL FEASIBILITY OF CONSTRUCTING CIPP FOR STRUCTURAL DESIGN PURPOSES, THE PIPE SHALL BE DESIGNED FLOWING NO MORE THAN JUST FULL UNLESS STRUCTURAL CALCULATIONS ARE SUBMITTED SHOWING THAT THE PIPE CAN 3. SAFELY SUSTAIN THE PROPOSED HYDROSTATIC HEAD. DESIGN FLOW VELOCITIES GREATER THAN 20 ft./sec. WILL NOT BE ALLOWED UNLESS AN EXCEPTION IS GRANTED BY THE ENGINEER. 4. A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF THE CONCRETE (fc) AT 28 DAYS SHALL BE AT LEAST 4000 PSI; THE MODULES OF 5. RUPTURE SHALL BE AT LEAST 550 psi. FOR VELOCITIES GREATER THAN 10 ft./sec. BUT NOT GREATER THAN 20 ft./sec. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. COMPRESSIVE STRENGTHS SHALL BE NOTED ON THE DRAWINGS. PIPE WALL THICKNESS FOR FLOWS HAVING VELOCITIES EQUAL TO OR LESS THAN 10 ft./sec. SHALL COMPLY WITH THE REQUIREMENTS AS SET FORTH IN THE STANDARD SPECIFICATIONS. 6. FOR VELOCITIES GREATER THAN 10 ft./sec. BUT NOT MORE THAN 20 ft./sec. A 140 DEGREE SEGMENT OF INVERT SHALL BE THICKENED 2 INCHES IN WALL THICKNESS AS "SACRIFICIAL CONCRETE". INCREASES IN STANDARD WALL THICKNESS SHALL BE NOTED ON THE DRAWINGS. 7. THE MINIMUM FINISHED COVER OVER THE PIPE SHALL BE 2 FEET. 8. THE MINIMUM PIPE SLOPE SHALL BE 0.003 CIPP, WHICH IS TO BE MAINTAINED BY THE CITY OF BANNING, SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE ENGINEER. 9. WHEN CIPP IS SPECIFIED AS AN ALTERNATIVE TO REINFORCED CONCRETE PIPE, A NOTE SHALL BE ADDED TO THE CONSTRUCTION DRAWINGS STATING THAT TRANSITION STRUCTURE NO. 3 10. SHALL REPLACE JUNCTION STRUCTURE NO. 2 WHEN CIPP IS USED. NO CHANGES NEED BE MADE FOR JUNCTION STRUCTURE NO. 4. 11. CIPP SHALL NOT HAVE CURVE RADII LESS THAN SHOWN HERE. PIPE SIZE 30 IN. 36 IN. 42 IN. 48 IN. 54 IN. 60 IN. 66 IN. 72 IN. 78 IN. 84 IN. 96 IN. 120 IN. RADIUS* 45 ft. 45 ft. 45 ft. 60 ft. 60 ft. 60 ft. 60 ft. 60 ft. 90 ft. 120 ft. 150 ft. 160 ft. * THESE VALUES MAY BE REDUCED BY 25% FOR CURVES WITH INCLUDED ANGLES OF LESS THAN 25 DEGREES. (OPTION, IN-LIEU OF RCP) W=4.0' W=7.0' W=10.0' W=14.0' W=21.0' W=28.0' EA. EA. EA. EA. EA. EA.314842 TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-01(Title).dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 06.21.2017 7:32:43 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.08.2019 05:56:24 PM Author:---- Last Edit: 05.09.2019 10:58:08 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 31 REMOVE AND DISPOSE OF EXISTING HEAD WALL EA. 1 32 REMOVE AND DISPOSE OF EXISTING 48" CMP LF 18 TRACT BOUNDARY PROPOSED CURB & GUTTER EXISTING CURB & GUTTER STREET CENTERLINE FLOW LINE PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING SANITARY SEWER EXISTING DOMESTIC WATER MAIN EXISTING RECYCLED WATER MAIN PROPOSED SANITARY SEWER PROPOSED NON-POTABLE WATER MAIN PROPOSED WATER MAIN 8" SS 16" RCW 8" W EX. 8" S EX. 16" W EX. 16" RCW CONSTRUCTION NOTE PUBLIC UTILITY EASEMENT PROPOSED SIDEWALK STREET LIGHT FIRE HYDRANT WATER SERVICE SEWER SERVICE 6 SHEET INDEX NUMBER RIGHT-OF-WAY EX. 24" SD HIGHEST RESIDENTIAL LOT NO. EX. ELEC. EX. TELE. EXISTING ELECTRIC EXISTING TELEPHONE LINE ROCK RIP RAP EX. 8"G EXISTING GAS LINE R/W R/W Do/3 Do Do (MIN.) HAUNCH LOWER SIDE MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING INV.
BOTTOM
(EXISTING SOIL
OR COMPACTED FILL) CONCRETE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE AASHTO AND SOILS ENGINEER'S RECOMMENDATIONS. LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 27 OR ASTM C1479, NTS PIPE TOP OF Do/6 (MIN.) OVERFILL SOILS NATIVE MATERIAL H
Di LINE SPRING BEDDING (APPROVED GRAVEL) OUTER BEDDING MATERIALS AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH FOUNDATION TRENCH 1 PLAN CHECK REVISIONS: MOVE SHT. INDEX LIST FROM SHT. 2 TO 1; ADDED TRENCH DETAIL; ADDED RIP RAP SPEC'S TO PLAN SHTS. CATV EXISTING CABLE TV 33 REMOVE & REPLACE EXISTING AC PAVEMENT & BASE SF 175 34 REMOVE EXISTING JUNCTION STRUCTURE AND CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD. DWG. NO. MH252 EA. 1 AT INTERSECTION OF EXISTING 48” CMP AND 21” RCP. CONTRACTOR TO VERIFY EXISTING PIPE AND LOCATIONS (VERTICALLY AND HORIZONTALLY) PRIOR TO CONSTRUCTION. 23 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311, SEE DETAIL ON SHEET NO. 3 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS 23 CONSTRUCT 36"X36" DROP INLET PER JENSEN PRECAST, SEE DETAIL ON SHEET NO. 13 EA. 1 610
1+88.69
18+47.38
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-01(Title).dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 06.21.2017 7:32:43 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.08.2019 05:56:24 PM Author:---- Last Edit: 05.09.2019 10:58:08 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE LOCAL DEPRESSION DETAILS 3 LOCAL DEPRESSION DETAILS SCALE: 1"=10'' FLOW BY CONDITION W=21' 3' 6' 640.84 TC
640.34 FL 6" CF
6" CF
CL C.B. 21+87.93 FLOW BY CONDITION SUM CONDITION SUMP CONDITION SUMP BY CONDITION 640.88 TC
640.05 FL
641.21 TC
640.38 FL
641.28 TC
640.78 FL
646.51 TC
646.01 FL 6" CF
6" CF
CL C.B. 21+87.10
646.40 TC
645.57 FL
646.13 TC
645.30 FL
646.08 TC
645.58 FL
645.82 TC
645.32 FL 6" CF
6" CF
CL C.B. 11+48.50
646.09 TC
645.26 FL
646.32 TC
645.49 FL
646.60 TC
646.09 FL
612.20 TC
611.70 FL 6" CF
6" CF
CL C.B. 11+92.95
612.17 TC
611.34 FL
612.13 TC
611.30 FL
612.18 TC
611.68 FL
612.30 TC
611.80 FL 6" CF
6" CF
CL C.B. 11+92.79
612.19 TC
611.36 FL
612.21 TC
611.38 FL
612.24 TC
611.74 FL
12" CF
619.61 TC
618.94 FL 8" CF
12" CF
8" CF
CL C.B. 30+90.43
619.64 TC
618.64 FL
619.86 TC
618.86 FL
619.92 TC
619.25 FL FLOW BY CONDITION FLOW BY CONDITION FLOW BY CONDITION SUMP CONDITION FLOW BY CONDITION FLOW BY CONDITION SUMP CONDITION SUMP CONDITION SUMP CONDITION SUMP CONDITION SUMP CONDITION SUMP CONDITION FLOW BY CONDITION FLOW BY CONDITION FLOW BY CONDITION SUMP CONDITION 6' W=4.0' W=14' W=14' W=21' 620.69 TC
620.02 FL
CL C.B. 30+15.93
620.63 TC
619.63 FL
620.34 TC
619.34 FL
620.31 TC
619.64 FL W=28' W=10'
624.37 TC
623.87 FL 6" CF
6" CF
624.25 TC
623.42 FL
623.98 TC
623.15 FL
624.05 TC
623.55 FL
CL C.B. 10+79.22 W=21' W=14'
619.91 TC
619.24 FL
CL C.B. 19+88.76
619.89 TC
618.89 FL
619.95 TC
618.95 FL
620.00 TC
619.33 FL
623.71 TC
623.21 FL 6" CF
6" CF
623.62 TC
622.79 FL
623.61 TC
622.78 FL
623.65 TC
623.15 FL
620.49 TC
619.82 FL
620.37 TC
619.37 FL
619.98 TC
618.98 FL
619.91 TC
619.24 FL
CL C.B. 18+89.77 3' 6' 6' 6' 6' 6' 3' 6'
8" CF
8" CF 6' 3' 6' 6'
8" CF
8" CF
8" CF
8" CF
10" CF
10" CF
10" CF
10" CF
10" CF
10" CF
10" CF
10" CF
10" CF
10" CF
12" CF
12" CF
12" CF
12" CF
10" CF
10" CF
10" CF
10" CF
12" CF
12" CF 6' 3' 6' 6' 6' 6' 6' W=4.0' 6'
CL C.B. 27+54.76
645.97 TC
645.30 FL 8" CF
645.95 TC
644.95 FL
12" CF
645.95 TC
644.95 FL
12" CF
8" CF 645.96 TC
645.29 FL 6' 6'
CL C.B. 27+54.76
645.97 TC
645.30 FL 8" CF
645.95 TC
644.95 FL
12" CF
645.95 TC
644.95 FL
12" CF
8" CF 645.98 TC
645.31 FL 6' W=14' 6'
CL C.B. 15+91.84
607.14 TC
606.64 FL 6" CF
607.13 TC
606.30 FL
10" CF
607.13 TC
606.30 FL
10" CF
6" CF 607.16 TC
606.66 FL 6' W=10' 6'
CL C.B. 16+05.39
607.16 TC
606.66 FL 6" CF
607.13 TC
606.30 FL
10" CF
607.03 TC
606.20 FL
10" CF
6" CF 608.01 TC
607.51 FL 3' W=28' 6'
CL C.B. 35+71.50
579.37 TC
578.70 FL 8" CF
579.39 TC
578.39 FL
12" CF
579.54 TC
578.54 FL
12" CF
8" CF 579.57 TC
578.90 FL W=14' 3' W=10' 6'
CL C.B. 15+32.83
599.23 TC
598.56 FL 8" CF
599.26 TC
598.26 FL
12" CF
599.37 TC
598.37 FL
12" CF
8" CF 599.43 TC
598.76 FL 6' W=10' 3'
CL C.B. 15+32.83
599.23 TC
598.56 FL 8" CF
599.37 TC
598.37 FL
12" CF
599.26 TC
598.26 FL
12" CF
8" CF 599.43 TC
598.76 FL 6' 3'
CL C.B. 20+42.95
610.13 TC
609.46 FL 8" CF
610.32 TC
609.32 FL
12" CF
610.20 TC
609.20 FL
12" CF
8" CF 610.47 TC
609.81 FL W=14' W=4.0' 3' W=21' 6'
CL C.B. 10+97.00
579.05 TC
678.38 FL 8" CF
579.11 TC
578.11 FL
12" CF
579.52 TC
578.52 FL
12" CF
8" CF 579.63 TC
578.96 FL 6' W=14' 6'
CL C.B. 12+94.50
579.16 TC
578.16 FL
12" CF
8" CF
579.43 TC
578.43 FL
579.05 TC
578.38 FL
12" CF
8" CF 579.54 TC
578.88 FL SUMP CONDITION 6' W=7' 6'
646.15 TC
645.65 FL 6" CF
646.12 TC
645.29 FL
10" CF
645.12 TC
645.29 FL
10" CF
6" CF 646.15 TC
645.65 FL W=14' 6' FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE C R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B R.C.T.D STD. CB 311 - CASE B 1 PLAN CHECK REVISIONS: REV. CB #A2 & #C2 611
10 11 12 13 14 15 16
4 LINE "A" 17 STORM DRAIN LINE "A" MALLOW WAY
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-04.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 11:08:54 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.10.2019 11:46:12 AM Author:---- Last Edit: 05.10.2019 01:19:05 PM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 18 19 20 21 COOLWATER STREET LANDMARK WAY CURVE TABLE CURVE DELTA R L T C1 59°59'53" 45.00' 47.12' 25.98' LINE BEARING DISTANCE L1 N 4°55'18" W 101.62' L2 N 74°55'12" W 101.45' LINE TABLE 655 645 635 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCTION NOTES: 1 CONSTRUCT 18" RCP STORM DRAIN (CLASS IV) 4 640 630 620 L3 N 66°35'45" W 268.04' L4 N 66°35'45" E 157.61' L6 N 23°24'15" E 9.80' L5 N 21°35'45" E 16.14' L7 N 17°10'16" E 40.73' PROFILE IDENTICAL POINT C2 45°27'56" 45.00' 35.71' 18.85' C3 37°08'29" 45.00' 29.17' 15.12' C4 22°44'49" 45.00' 17.87' 9.05' C5 22°44'49" 45.00' 17.87' 9.05' C8 45°00'00" 22.50' 17.67' 9.32' C9 71°52'26" 22.50' 28.22' 16.31' 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 11 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311 PER DETAIL ON SHEET NO. 3 13 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD MH252 19 CONSTRUCT INLET RISER PER DETAIL ON SHEET NO. 7 24 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD DWG. NO. M803 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 610 L8 N 66°35'45" W 108.97' C6 16°01'51" 90.00' 25.18' 12.67' C7 16°01'51" 90.00' 25.18' 12.67' 17 INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B 1 PLAN CHECK REVISIONS: ADD PIPE COATING NOTE; ADD BASIN HWL SITE PLAN REVISIONS: REV. BMP BASIN #2 AND STORM DRAIN PA 23 TRACT 37298-1 TRACT 37298-2 TRACT 37298-1 LOT 1 COMMERCIAL PA 17 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS 2630
2635
2640
2630
2640
2622
2635
2630 2635
2630
2625
2623
2623
2620
2620
2636.23 WSE
2625
2630
2620
2620
2622
2630
2640
2635
2625
2635
LC
LC
16 17
18 14 15 16 17
CL
19 20 21 22 12 11 14 13 15 C
C L
L
LC
14+08.56 EC 10
13+79.39 PRC
INLET RISER 655.00 TG
STA 20+29.27
13+43.68 BC
16+94.47 PRC
17+12.33 EC
C INT. L
16+55.08 LINE "A"
C INT. L
11+95.11 BC
12+42.23 EC
L2
L1
C1
R/W 35 34 31 75 74 76 7372 77 3839 25637
61011 12 R/W W=4', V=6.69' 11+48.50 ST. STA C C.B. #A3 33 32 W=14', V=6.98' 21+87.80 ST. STA C C.B. #A2 L
L L3 36 R/W C2 C3 C4 C5 C8 C9 L6 L8 L7 L5 10 SEE PROFILE ON SHEET NO. 12 LATERAL "A2" SEE PROFILE ON SHEET 12 LATERAL "A3" 4 4
4 19
4 4 11 11
13 13 CONCRETE COLLAR 1+43.60 BC
1+16.14 BC
=1+00.00 LAT. "A2"
=1+00.00 LAT. "A3"
56.0'
28.0' 28.0'
3.0' 92.0' 56.0' 46.0' 46.0' 38.0' 38.0'
56.0' 28.0'
28.0'
16+91.49 LINE "A" 1
1 1+33.81 EC 24
R/W
R/W
R/W
R/W
R/W
R/W
R/W
W=21', V=14.18' C C.B. #A1 10 11
L 16+76.60 BC 17 25
11+00
12+00
13+00
14+00 15+00 16+00
17+00 18+00 19+00 20+00 18+96.66 16+81.08
R/W TRACT BOUNDARY SEDIMENT BASIN "A" L=12.0' W= 10.0' THICKNESS= 5.4' RIP-RAP DATA ROCK SIZE= 2-TON 2-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) 18+21.30 BC
4 18+46.48 PRC
18+71.66 EC L4 C6 C7 EXTENDED DETENTION BASIN #2 (BMP)
2655.6 HWL EVENFALL DRIVE
P.A. 17
12'
16' 8" W 8" SS 8" SS
10" SS 10" SS
8" SS
12" W CONSTRUCT 240.55 L.F. 36" RCP - (D-1750)
STA 10+87.55 618.00 INV
STA 13+34.04 626.90 INV
12+42.23 EC
623.59 INV
STA 13+37.04 627.00 INV Q =58.4 CFS 100 V =17.3 FPS MAX 13+79.39 PRC
627.40 INV
@ S=0.0412
13+43.68 BC
627.06 INV
14+08.56 EC PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 8" SS
632.18 BOP
641.08 TC
C.B # A1
11+95.11 BC
621.88 INV RIP RAP HGL
621.5 ELEV
TOP OF WALL
618.00 FL
630.54 TOP 620.6 WSE BASIN #2 (BMP) DETENTION 2-TON ROCK T=5.4' EXTENDED CLASS 2 BASE FABRIC COVER 14+08.56 EC
627.68 INV CONSTRUCT 317.54 L.F. 36" RCP - (D-1750) CONSTRUCT 30.55 L.F.
STA 16+94.47 PRC
STA 16+59.25 630.10 INV 36" RCP - (D-1750)
STA 16+89.80 630.30 INV @ S=0.0094
16+76.60 BC
630.22 INV
17+12.33 EC
630.66 INV
STA 16+54.58 630.00 INV
@ S=0.0063 CONSTRUCT 331.80 L.F. 36" RCP - (D-2000) @ S=0.0147 C M.H. 16+58.25
RIM=644.9±
C M.H. 16+93.49
RIM=645.5±
12" W
641.23 BOP
10" SS
634.59 BOP 18" RCP LAT. 'A2' 631.50 INV LAT. 'A3' 631.80 INV 18" RCP L
L EXISTING SURFACE @ STORM DRAIN CL PROPOSED FINISHED SURFACE OVER STORM DRAIN CL Q =52.6 CFS 100 V =10.2 FPS MAX Q =48.2 CFS 100 V =11.9 FPS MAX Q =48.6 CFS 100 V =11.8 FPS MAX 655.1 TOP
INLET RISER
STA 20+26.27 635.28 INV
18+46.48 PRC
632.64 INV
18+71.66 EC
633.01 INV
630.40 INV
18+21.30 BC
632.27 INV
633.47 TOP
8" W
640.51 BOP
636.71 TOP HGL HGL BOT. BASIN=652.6
612
1 2
3 4
1 5 LINE "B"
2 STORM DRAIN LINE "B" LINE "E1" & "E2" QUAIL WAY
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-05.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 11:00:27 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.10.2019 01:19:15 PM Author:---- Last Edit: 05.10.2019 01:19:15 PM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 3 CURVE TABLE CURVE DELTA R L T C1 44°24'02" 45.00' 34.87' 18.36' LINE BEARING DISTANCE L1 N/A N/A L2 N 36°01'49" W 129.72' LINE TABLE 615 605 595 610 600 590 CONSTRUCT 24" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCTION NOTES: 2 PROFILE L3 N 42°13'20" W 22.24' L4 N 35°40'10" W 40.00' L5 N 21°12'05" W 11.58' L6 C2 06°11'31" 60.00' 6.48' 3.25' C3 21°12'05" 60.00' 22.20' 12.23' L7 4 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE) 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 11 LINE "E1" & "E2" BANBURY LANE 610 600 590 LINE "B" LINE "E2" NORTH 108.63' N 30°00'11" E 2.54' 615 605 595 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 27 CONSTRUCT 29"X45" ELLIPTICAL RCP 1 2
3 LINE "E1" 610 600 590 28 CONSTRUCT 19"X30" ELLIPTICAL RCP 13 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD MH252 17 INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B L8 N 21°12'05" W 12.82' L9 79.8' L10 95.46' C4 30°00'11" 45.00' 23.56' 12.06' C5 21°12'05" 60.00' 22.20' 12.23' NORTH NORTH TRACT 37298-3 TRACT 37298-1 LOT 'M' TRACT 37298-2 TRACT 37298-1 PA 22 LOT M OPEN SPACE CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311 PER DETAIL ON SHEET NO. 3 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS 2602 2603
2604
2610
2610
2604
2603 2602
2605 HWL 2611
2611
11 11
12 2612
2613 2+00 3+00 50 49 8760 48
2+94.39 BC
3+00.88 EC
W=14', V=4.49' 11+92.79 ST. STA C C.B. #B2 10
L W=14', V=8.87' 11+92.95 ST. STA C C.B. #B1 SD LINE "C" SEE SHEET NO. 6 4 2 11 11 10L2 C1 C2 L4 L3
R/W
R/W
L
MALLOW WAY 51
1+64.67 EC 25 RIP-RAP DATA L=12.0' W= 27.5' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) EXTENDED DETENTION BASIN #1A (BMP)LOT 6 PARK 1+29.80 BC 17
20'
16' CONSTRUCT 205.47 L.F. 36" RCP - (D-1500)
STA 1+28.67 602.00 INV
STA 3+23.12 603.30 INV
STA 3+26.12 603.50 INV
STA 3+63.12 607.80 INV CONSTRUCT 37.05 L.F. 24" RCP - (D-1500) @ S=0.0161 @ S=0.1161 Q =47.7 CFS V =8.7 FPS Q =21.3 CFS V =16.2 FPS 3+01.30 BC
603.16 INV
3+07.78 EC
603.20 INV
612.17 TC
C.B #B1
612.29 TC
C.B #B2 100 MAX 100 MAX PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 605.0 HWL 1+29.80 BC
602.01 INV HGL
605.5 ELEV
TOP OF WALL
602.00 FL
606.10 BOP
606.60 TOP RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER BASIN #1A (BMP) DETENTION EXTENDED WATER TIGHT JOINTS WATER TIGHT JOINTS 608.08 BOP
8" W
8" SS
604.90 TOP
1+71.58 EC
602.29 INV
2603
2607
26082609
2607
2604 2605 2606
2605
2606
2607
2604
2604
2603
2600
2607
2605
2605
HWL
HWL
HWL
HWL
2602
2606 2+00
1+00 2+00 3+00
15 16
11 12 2+00
1+00 2+00 3+00 W=10', V=3.39' 16+05.39 ST. STA C C.B. #E2 10 11 L 21 22 4544 20 23 19
TIMBRE WAY 43 W=14', V=3.63' C C.B. #E1 10 11
L
R/W
R/W
1+04.12 BC
2+42.41 BC
L5 L6 C3 L7 27 27 18
R/W
R/W
2+65.97 EC
1+02.81 BC C4 C5
L8 L9 SD LINE "E1"
STA 2+17.66 13 25 SD LINE "E2" 28
1+37.72 EC
1+39.03 EC 17 RIP-RAP DATA L=12.0' W= 24.4' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) L10 8"SS EXTENDED DETENTION BASIN #1C (BMP)STORM DETENTION BASIN #1
CL MANHOLE
21'
26'
607.03 TC
C.B #E2
8" W
602.06 INV 605.0 HWL CONSTRUCT 116.15 L.F. 29" X 45" ELLIPTICAL PIPE (D-1500) @ S=0.0030
STA 0+98.67 603.00 INV
STA 2+14.82 603.34 INV Q =14.0 CFS V =3.3 FPS 100 MAX
STA 2+19.49 603.36 INV
STA 3+14.95 603.64 INV CONSTRUCT 95.46 L.F. 19" X 30" ELLIPTICAL PIPE (D-1500) @ S=0.0030 Q =14.0 CFS V =3.9 FPS 100 MAX
607.14 TCPROPOSED FINISHED SURFACE OVER STORM DRAIN CL CL 4" MIN. CONCRETE SLURRY BACKFILL 8" SS
595.19 TOP
603.35 BOP
605.9 ELEV
TOP OF WALL
603.00 FL
C M.H
STA 1+17.66
RIM=608.20±
L
1+02.81 BC
603.01 INV
1+37.72 EC
603.12 INV RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER BASIN #1C (BMP) DETENTION EXTENDED WATER TIGHT JOINTS WATER TIGHT JOINTS HGL 607.14 TC
C.B #E1 CONSTRUCT 168.05 L.F. 29" X 45" ELLIPTICAL PIPE (D-1500) @ S=0.0030
STA 1+00.46 603.00 INV
STA 2+68.51 603.50 INV Q =21.5 CFS V =6.6 FPS 100 MAX 605.0 HWL PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 605.9 ELEV
TOP OF WALL
603.00 FL
1+04.12 BC
603.01 INV
1+39.03 EC
603.12 INV
2+42.41 EC
603.43 INV
2+65.97 EC
603.50 INV RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER BASIN #1C (BMP) DETENTION EXTENDED WATER TIGHT JOINTSHGL 613
10 11 12 13 14 15 16
6 LINE "C" 17 STORM DRAIN LINE "C"
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-06.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 3:48:09 PM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.13.2019 10:53:50 AM Author:---- Last Edit: 05.13.2019 02:54:34 PM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 18 CURVE TABLE CURVE DELTA R L T C1 7°49'00" 45.00' 6.14' 3.07' LINE BEARING DISTANCE L1 N 33°57'30" E 62.25' L2 N 54°22'12" E 178.01' LINE TABLE 620 610 600 CONSTRUCT 24" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCTION NOTES: 1 CONSTRUCT 18" RCP STORM DRAIN (CLASS IV) 2 620 610 600 LINE "C" L3 N 75°48'56" W 306.37' L4 N 29°05'41" W 26.03' PINYON LANE L5 N 74°05'41" W 3.28' L6 S 76°51'13" E 32.21' L7 N 35°37'48" W 33.48' L8 N 84°22'12" E 8.08' L9 N 54°22'12" E 25.65' C3 49°48'52" 45.00' 39.12' 20.90' C4 46°43'15" 22.50' 18.35' 9.72' C5 45°00'00" 45.00' 35.34' 18.64' C6 60°00'00" 45.00' 47.12' 25.98' C7 52°27'19" 45.00' 41.20' 22.17' L10 N 1°54'53" W L11 N 84°49'51" W 15.04' 54.99'5 CONSTRUCT 42" RCP STORM DRAIN (D-LOAD PER PROFILE) 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 1112 CONSTRUCT MH NO. 1 PER RCFC&WCD STD MH251 13 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD MH252 PROFILE L12 LOT 'M' OPEN SPACE PA 23 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 17 INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B L13 N 54°22'12" E 23.01' 1 TRACT 37298-2 TRACT 37298 TRACT 37298-1 N 41°46'29" E 139.58' C2 12°35'43" 45.00' 9.89' 4.97' CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311 PER DETAIL ON SHEET NO. 3 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS 620 610 600 LAT. "C1a" L14 N 61°58'05" W 30.86' 23 CONSTRUCT 36"X36" DROP INLET PER JENSEN PRECAST, SEE DETAIL ON SHEET NO. 13 15 CONSTRUCT JUNCTION STRUCTURE NO. 4 (PIPE TO PIPE [ID <24"]) PER RCFC&WCD STD JS229 10+00
11+00
12+00 13+00 14+00
15+00
16+00
17+00
18+00
18+47.38
10+00
11+00
12+00 13+00 14+00
15+00
16+00
17+00
18+00
18+47.38
2602
2603
2604
2610
2610
2604 2603 2602
2605
2605 HWL
28 29 30 31
CL
17 18
19 20 CL
11 LC
13 14
15 CL
CL 11 12
DW
DW
DW
DW
LANDMARK WAY
10 13+95.87 LINE "C" C INT. L
W=21', V=6.97' 10+79.22 ST. STA C C.B. #C6
11 13=1+00.00 LAT. "C1"
7 6
8 5
4 3 113 50 51 52 53 54
9 112
HARMONY
WAY 49 303 266 10
AT WELL
12+17.87 EC
17+64.38 BC
L
10 W=14', V=8.49' C C.B. #C5
11 L 10 W=28', V=8.01' 30+15.93 ST. STA C C.B. #C2 11 10 W=10', V=6.79' 19+88.76 ST. STA C C.B. #C3 11 10 W=14', V=7.89' 18+89.77 ST. STA C C.B. #C4 11 W=21', V=7.15' 30+90.43 ST. STA C C.B. #C1 17+82.73 EC 11 10 13 14+61.63 LINE "C"
14+18.88
L
L
L
L =1+00.00 LAT. "C2" PROFILE SEE SHEET NO. 13 LATERAL "C1" PROFILE SEE SHEET NO. 12 LATEARAL "C2" PROFILE SEE SHEET NO. 13 LATERAL "C4" C INT. L 1+66.85 EC PROFILE SEE SHEET NO. 12 LATERAL "C3" L5 5
5 5 1+25.65 BC C2 L3
L2 C3 C4C5 L6L7
R/W
R/W
R/W 92.0' 46.0' 46.0' C6 L9 L10 L11 L12 L13 3'
56.0' 28.0'
28.0'
116.0' 58.0'
2 1 1+33.48 BC 1+80.60 EC
58.0'
18+08.76 BC
18+44.10 EC
12+07.97 BC
R/W
R/W
2 2
1+32.38 LAT. "C3"
C INT. L
12 =1+00.00 LAT."C4"
R/W LOT "P" LOT "W" LOT "Q"
2 L8 LOT 6 PARK PA 22 111
14+38.00 EC 25 48
BC RIP-RAP DATA L=12.0' W= 27.5' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) L4 C7 EXTENDED DETENTION BASIN #1A (BMP) 1
20.0'
10+62.25 BC
10+68.39 EC=1+00.00 LAT. "C3"
L1 C1
DRIVE STORM DRAIN LINE 'B' SEE SHEET NO. 5
15.7' 17 10" SS PROFILE SEE HEREON LATERAL "C1a" 15
=1+00.00 LAT. "1a"
CL. INT. 23
1 L14
STA 10+00.00 602.00 INV CONSTRUCT 60.26 L.F. 42" RCP - (D-1500) STA 13+95.70 605.05 INV
STA 14+00.37 605.15 INV
STA 14+60.63 605.48 INV CONSTRUCT 281.60 L.F.
STA 14+66.13 605.58 INV 42" RCP - (D-1500)
STA 17+53.86 615.14 INV CONSTRUCT 87.49 L.F. 24" RCP - (D-1500) @ S=0.0055
@ S=0.0328 @ S=0.0050
STA 17+56.86 616.65 INV
STA 18+47.38 617.10 INV CONSTRUCT 330.37 L.F. 42" RCP - (D-1500) 12+07.97 BC
603.60 INV Q =96.2 CFS V =10.0 FPS Q =86.0 CFS V =8.9 FPS Q =46.4 CFS V =15.5 FPS Q =28.1 CFS V =9.3 FPS 12" W
614.84 BOP W 18" RCP LAT. 'C1' 607.00 INV 24" RCP LAT. 'C3' 607.00 INV 18" RCP LAT. 'C2' 8" SS
615.52 TOP SS
@ S=0.0077 C.B #C6 624.07 TC C.B #C5 623.66 TC
C M.H. 14+64.30 100 MAX 100 MAX 100 MAX 100 MAX PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL PROPOSED FINISHED SURFACE OVER STORM DRAIN CL C M.H. 13+98.54 RIM=619.5
L
L
RIM=619.7
8" W
620.50 BOP 605.0 INTERIM Q =102.1 CFS V =11.4 FPS 100 MAX HGL HGL HGL CONSTRUCT 62.25 L.F. 42" RCP - (D-1500) @ S=0.0077
606.0 ELEV
TOP OF WALL
602.00 FL
619.44 TC
L
616.51 BOP 24" SD
619.30 TOP RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER BASIN #1A (BMP) DETENTION EXTENDED WATER TIGHT JOINTS 10+62.25 BC
602.48 INV
10+68.39 EC
602.53 INV
12+17.87 EC
603.68 INV
17+64.38 BC
616.69 INV
18+08.76 BC
616.91 INV
17+82.73 EC
616.78 INV
14+18.88 BC
605.25 INV
14+58.00 EC
605.46 INV
610.44 TOP SD
602.14 TOP SS
10" SS
604.34 BOP SD 18" RCP LAT. 'C1a' 604.00 INV
10+62.25 LINE "C"
C INT. L
C INT. L
STA 10+62.25 602.44 INV
18+44.10 EC
617.09 INV 42" RCP LINE 'C' 602.44 INV
STA 1+30.86 605.00 INV
36"X36" INLET
610.00 TG
STA 1+01.72 604.00 INV PROPOSED FINISHED SURFACE OVER STORM DRAIN CL CONSTRUCT 29.14 L.F. 18" RCP - (CLASS IV) @ S=0.0343 Q =5.9 CFS V =3.3 FPS 100 MAX HGL
10+62.25 LINE "C"
C INT. L
614
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-07.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 10:31:40 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.10.2019 01:35:03 PM Author:---- Last Edit: 05.10.2019 01:35:03 PM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 1 2
7 STORM DRAIN LINE "D", LINE "K" & CULVERT "L" LINE BEARING DISTANCE L1 N 42°04'15" W 27.06' L2 LINE TABLE 650 640 630 CONSTRUCTION NOTES: 655 645 635 PROFILE L3L4 655 645 635 1 2
3 650 640 630 CULVERT "L" 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 11 LINE "D" OAK LANE 1 LINE "K" 655 645 635 655 645 635 18 CONSTRUCT CAST-IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT 22 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD. PLAN D86A 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 N 42°04'15" W 15.32' N 22°12'57" E 203.70' N 11°23'53" E 68.00' PER CALTRAN STD. PLAN D81 3 CONSTRUCT 30" RCP STORM DRAIN (D-LOAD PER PROFILE) 26 INSTALL TIMBER BULKHEAD FOR BOX CULVERT4 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE) SIERRA PLACE L5 N 11°23'54" E 24.96' L6 N 11°23'53" E 36.26' CURVE TABLE CURVE DELTA R L T C1 23°21'50" 120.00' 48.93' 24.81' C2 23°21'50" 120.00' 48.93' 24.81' 17 INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B 3 4 A CMP B DIA. SD PIPE
VAR BOT. = E INLET RISER @ STORM DETENTION BASINS NTS WITH 3/8" BOLT 1/2" X2" STEEL STRAP WELDED TYP. #4 REBAR NOTES: 1. SQUARE HOLE OPENINGS AT 12" O.C VERTICALLY STAGGERED (4 PER ROW) 6"
C D HOLES INLET RISER @ SEDIMENT BASINS NTS
24"
MIN. CONCRETE OR METHOD APPROVED ANCHOR BLOCK MIN. 5 SACK/ C.Y BY BUILDING OFFICIAL 8" MIN. 2. C.M.P RISER AND GRATE SHALL BE GALVANIZED 12 CONSTRUCT MH NO. 1 PER RCFC&WCD STD MH251 RCP SD 1'-0"
CL INLET RISER
SLOPE CMP
CONC. COLLAR
6"
MIN. STD. C.S.P. TEE 3" GUNITE 6"x6"-W1.4/1.4 WWM
6" 24" 24" SANDBAGS A CMP B DIA. SD PIPE
VAR BOT. = E WITH 3/8" BOLT
1/2" X2" STEEL STRAP WELDED TYP. #4 REBAR
6"
C
24"
MIN. CONCRETE OR METHOD APPROVED ANCHOR BLOCK MIN. 5 SACK/ C.Y BY BUILDING OFFICIAL 8" MIN. RCP SD 1'-0"
CL INLET RISER
SLOPE CMP
CONC. COLLAR
6"
MIN. STD. C.S.P. TEE 3" GUNITE 6"x6"-W1.4/1.4 WWM
6" 24"
12"
MAX.
1/2" TO 1-1/2" DIA. HOLTS
AT LINE "A", "I", "F" LINE "M" WITH NO HOLES NOTES: 1. HOLE OPENINGS AT 12" O.C VERTICALLY STAGGERED (4 PER ROW) 2. C.M.P RISER AND GRATE SHALL BE GALVANIZED 2 ROW HIGH WITH 3/8" BOLT 1/2" X2" STEEL STRAP #4 REBAR WELDED TYP.6" GRATE ASSEMBLY DETAIL CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311 PER DETAIL ON SHEET NO. 3 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS 2645
2645 2645 2640
2640
2635
2635
2635
2645
2645 2635
2640
2640
2640
2645
2645
26 27 28
13 2648.5
2+00
3+00
2+00
SS
SS
DW SS 23 22 24 25 W=14', V=6.72' 27+54.76 ST. STA C C.B. #D1 10 11 L L4 L3 W=4', V=7.44' 27+54.76 ST. STA C C.B. #D2 10 11 L C C.B. #K1
W=7', V=9.00' 10 11
L L2
R/W
PROFILE SEE HEREON SD LINE "K"
3 4 25 17 18 22 PROFILE SEE HEREON SD LINE "D" PROFILE SEE HEREON CULVERT "L" L5 FUTURE CULVERT 26 1+24.96 BC
1+73.90 PRC
2+22.83 EC
INSTALL TIMBER BULKHEAD
2+59+09 TRACT BOUNDARY
1028
1029
1030
EXIST. GAS LINE
TO BE RELOCATED
PROP. 30" G C1 C2 L6 L1
4 LINE "D" CULVERT 'L' RIP-RAP DATA L=12.0' W= 19.5' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) EXTENDED DETENTION BASIN #4 (BMP) PROPOSED CHANNEL/CREEK TRACT 37390 TRACT 37298-2 PER OPEN SPACE DRAINAGE IMPROVEMENT PLAN 12'
17'
CAUTION !!! PROPOSED 30" GAS 16'
20' 25 RIP-RAP DATA L=16.0' W= 20.0' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) TRACT 37298-1 (ATWELL) TTM 37390 (ATWELL) LOT 'M' TTM 37390 8" RCW
12" W
1+27.06 LINE "K" CL INT.
12=1+00.00 LINE "D"
645.95 TC
C.B #D1
STA 3+04.20 637.11 INV
CL CONSTRUCT 64.50 L.F. 30" RCP - (CLASS IV)
STA 3+06.70 637.13 INV
STA 3+71.70 637.32 INV
@ S=0.0050 PROPOSED FINISHED SURFACE OVER STORM DRAIN CL STA 1+01.66 636.10 INV CONSTRUCT 202.54 L.F. 36" RCP - (CLASS IV) @ S=0.0050 Q =33.0 CFS V = 6.7 FPS 100 MAX Q =37.5 CFS V =5.4 FPS 100 MAX 645.95 TC
C.B #D2 36" RCP LINE 'K' 635.96 INV
C M.H. 1+00.00
RIM=645.00±
PROP. 30" G
634.53 TOP EX. 30" GAS LINE TO BE RELOCATED
636.92 BOP
640.90 BOP
639.90 TOP
8" W
641.44 BOP
640.05 TOP
12" W
640.01 TOP
8" RCW
640.76 BOP HGL
646.11 TC
C.B #K1 100
635.00 INV
STA 1+31.45 637.11 INV CONSTRUCT 15.32 L.F. 36" RCP - (D-1500) @ S=0.0574 Q =10.4 CFS V = 1.9 FPS MAX PROPOSED FINISHED SURFACE OVER STORM DRAIN CL HGL 639.0 ELEV
TOP OF WALL CONSTRUCT 25.72 L.F.
STA 0+85.74
STA 1+11.46 635.96 INV
STA 1+16.13 636.23 INV
36" RCP - (D-1500)
@ S=0.0373 Q =48.8 CFS 100 V =12.5 FPS MAX 636.10 INV 36" RCP LINE "D" C M.H
STA 1+14.30
RIM=645.00±
L RIP RAP 1/4-TON ROCK CLASS 2 BASE FABRIC COVER 636.23 WSE T=2.7' BASIN #4 (BMP) DETENTION EXTENDED 635.00 FL
CL
STA 1+10.00 636.14 INV
INSTALL TIMBER BULKHEAD CONSTRUCT 149.09 L.F. 4'(W) X 4'(H) RCB @ S=0.0142
STA 2+72.18 638.45 INV FUTURE 13.09 L.F. 4'(W) X 4'(H) RCB @ S=0.0145 S=0.0140
636.0 FL PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 641.6 ELEV TOP OF WALL EXISTING GROUND EXISTING SURFACE @ STORM DRAIN CL S=0.0400 639.00 FL641.00 ELEV
643.9 ELEV
TOP OF WALL FUTURE HEADWALL
1+24.96 BC
636.36 INV
1+73.90 PRC
637.05 INV
2+22.83 EC
637.75 INV Q =76.0 CFS V =12.1 FPS 100 MAX Q =76.0 CFS V =12.6 FPS 100 MAX 646.06 TC
634.53 TOP
PROP. 30" G
646.01 TC
STA 2+59.09 GB 638.26 INV
636.40 BOP
637.14 BOP HGL 640.20 WSE 638.0 ELEV
12" W
635.12 TOP 640.69 WSE RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER 12" W
635.86 TOP EX. 30" GAS LINE TO BE RELOCATED
636.53 BOP
8" RCW
635.70 TOP
636.98 BOP
615
10 11 12 13
8 LINE "G" STORM DRAIN LINE "G", LINE "H" STA 10+30.41 TO STA 18+00.00 TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-08.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 3:04:15 PM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.13.2019 10:15:42 AM Author:---- Last Edit: 05.13.2019 10:15:42 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE CURVE TABLE CURVE DELTA R L T LINE BEARING DISTANCE L1 N 40°04'53" E 16.84' L2 LINE TABLE 585 575 565 CONSTRUCT 24" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCTION NOTES: 2 590 580 570 PROFILEL3L4L5L6L7 N 88°31'11" E 122.77' N 88°31'11" E 438.42' 130.03' 38.84' 68.00' N 28°31'11" W 12.12' C2 21°06'57" 90.00' 33.17' 16.77' C1 51°23'56" 45.00' 40.37' 21.66' 14 15 16 17 18 LINE "H" 585 575 565 1 2 LINE "G" MARIAN WAY APEX STREET 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 1113 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD MH252 14 CONSTRUCT MH NO. 4 (LARGE SIDE INLET) PER RCFC&WCD STD MH254 APEX STREET 590 580 570 4 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE)6 CONSTRUCT 48" RCP STORM DRAIN (D-LOAD PER PROFILE) 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 N 67°24'14" E N 88°31'11" E L8 N 40°04'53" E 21.17' N 88°31'11" E 31 REMOVE AND DISPOSE OF EXISTING HEAD WALL PARCEL MAP NO. 20058 RESIDENTIAL 33 REMOVE & REPLACE EXISTING AC PAVEMENT, BASE AND AC BERM 32 REMOVE AND DISPOSE OF EXISTING 48" CMP 34 REMOVE EXISTING JUNCTION STRUCTURE AND CONSTRUCT MANHOLE NO. 2 (L=4.75') PER RCFC&WCD STD. DWG. NO. MH252 AT INTERSECTION OF EXISTING 48” CMP AND 21” RCP. CONTRACTOR TO VERIFY EXISTING PIPE AND LOCATIONS (VERTICALLY AND HORIZONTALLY) PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY EXISTING PIPE LOCATIONS * (VERTICALLY AND HORIZONTALLY) PRIOR TO CONSTRUCTION. DETAIL SCALE: 1"=20' 16 CONSTRUCT 38"X60" ELLIPTICAL RCP 27 CONSTRUCT 29"X45" ELLIPTICAL RCP 17 INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311 PER DETAIL ON SHEET NO. 3 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS SS SS
2580
2580
2585
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 2+00 10+00 11+00 12+00 31 32 33 34 35 36 37 38 39 10 11 12
2575
2580
2573.4 WSE
W=14', V=8.29' 10+96.50 ST. STA C C.B. #H2 10 11
L
11+08.78
W=21', V=8.50' 10+97.00 ST. STA C C.B. #H1 11 10
L L1 C1 L4 C2
SOLSTICE AVENUE L7 PA 4/9B LOT 4 MEDIUM DENSITY L6
6 R/W
R/WBASIN #3 DETENTION L3
C C.B. #G1
35+71.50 ST. STA
W=28', V=5.97' 10 11
L SEE PROFILE HEREON SD LINE "H"
=12+31.55 LINE "G"
C INT. L
1+00.00 LAT. "G1" 13
6 STA 16+69.97 13
C MANHOLE L SEE PROFILE ON SHEET # 13 LATERAL "G1" 25 L8 L5 10+68.41
6 27 16
2 BASIN "F" SEDIMENT (BMP) RIP-RAP DATA L=16.0' W= VARIES THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) EX. 12" SS EX. 24" SD EX. 18" W EX. FIBER 60'30' 10' 30' 10' 20' 20' 105'
48'
8'
57'
40' 40' 17'
EXIST. 48" CMP 116' 58' 26' 58' 32' 32' 26' WILSON STREET EXISTING R/WEXISTING CL RESIDENTIAL 10' EXTENDED 2583 HWL
10' TRACT 37298-1
9'
12" SS
8" W
BC
EC
CONSTRUCTION CL EXISTING AC DIKE EX. 8" SS EX. FIBER 12" SS N 88°31'11" W 15'± 8" SS EXIST. R/W
SEE DETAILAT RIGHT
*
4 8" SS 25 EX. TELE. 17 17 CONSTRUCT 431.04 L.F. 48" RCP - (D-1500) 572.00 INV 18" RCP LAT "G1" STA 10+26.82 570.00 INV
10+68.41 BC
570.32 INV
11+08.78 EC
570.64 INV
@ S=0.0030 PROPOSED FINISHED SURFACE OVER STORM DRAIN CL Q =106.8 CFS V =8.5 FPS 100 MAX 575.50 BOP
12" W
570.46 BOP SD
STA 16+66.30 572.13 INV
STA 16+70.97 572.23 INV CONSTRUCT 429.12 L.F. 48" RCP - (D-1500) @ S=0.0079 Q =106.8 CFS V =8.5 FPS 100 MAX
STA 12+30.59 571.59 INV
STA 12+35.26 571.69 INV CONSTRUCT 203.77 L.F. 38"X60" ELLIPTICAL - (D-1500) @ S=0.0078 Q =121.8 CFS V =11.5 FPS 100 MAX
C M.H
STA 12+34.26
RIM=579.2±
L
C M.H
STA 16+69.97
RIM=584.3±
L HGL HGL
573.7 ELEV
TOP OF WALL
570.00 FL 573.4 WSE RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER BASIN #3 (BMP) DETENTION EXTENDED 11+47.56 BLANKET CONCRETE
574.90 TOP
569.96 TOP SEWER
12" SS INSTALL SAND CUSHON
C.B # H1
8" CF
579.20 TC
C.B # H2
8"CF
579.20 TC CONSTRUCT 62.77 L.F. 36" RCP - (D-1500)
@ S=0.0143 Q =33.5 CFS V =5.2 FPS 100 MAX
STA 1+71.29 570.90 INV PROPOSED FINISHED SURFACE OVER STORM DRAIN CL
CL HGL HGL
1+30.11 BC
570.31 INV
12" W
574.97 BOP W
8" CF
579.20 TC
C.B # H2
12" SS
570.66 BOP SD
570.11 TOP SEWER CONSTRUCT 65.00 L.F. 29"X45" ELLIPTICAL - (D-1500) @ S=0.0030 Q =26.5 CFS V =4.0 FPS 100 MAX
STA 1+08.52 570.00 INV
STA 1+74.29 571.00 INV
1+58.25 EC
570.70 INV
STA 2+39.29 EC 571.20 INV RIP RAP 1/4-TON ROCK T=2.7' CLASS 2 BASE FABRIC COVER 573.5 ELEV
TOP OF WALL
573.97 TOP SD INSTALL SAND CUSHION 12+00 36 EXIST. AC DIKE RIM ELEV.=±579.3 31 34 32 33 * EXIST. 48" CMP
17.5'
10.0'
4.75' 24" EX. SD MANHOLE
(±566.0 INV.) EXIST. 48" CMP
(±567.4 INV.) EXIST. 21" RCP
616
18 19 20 21
9 LINE "G" STORM DRAIN LINE "G" STA 18+00.00 TO STA 27+00.00 TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-09.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 3:13:58 PM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.13.2019 09:54:53 AM Author:---- Last Edit: 05.13.2019 09:54:53 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE CURVE TABLE CURVE DELTA R L T LINE BEARING DISTANCE L1 N 88°31'11" W 308.43' L2 LINE TABLE 595 585 575 CONSTRUCTION NOTES: 595 585 575 PROFILE L3L4L5L6 23 24 25 26 N 88°31'11" E 338.39' N 1°28'49" E 29.47' N 1°28'49" E 153.02' N 43°31'11" W 31.48' N 88°31'11" E 49.44' C2 45°00'00" 45.00' 35.34' 18.64' C1 90°00'00" 45.00' 70.69' 45.00' 22 27 6 CONSTRUCT 48" RCP STORM DRAIN (D-LOAD PER PROFILE) 14 CONSTRUCT MH NO. 4 (LARGE SIDE INLET) PER RCFC&WCD STD MH254 19 CONSTRUCT INLET RISER PER DETAIL ON SHEET NO. 7 1 PLAN CHECK REVISIONS: ADD BASIN HWL 13 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD MH252 4 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE)
2593
2594
2598
2596
2597
2595
2599 21 22 23 24 25 26 27 28 29 30
CL CL CL CL 10 11 12
LC 2595.5
2590
DW
18+00 19+00 20+00 21+00 22+00 23+00 24+00
25+00
26+00 27+00 2+00 PROFILE SEE SHEET NO. 12 LATERAL "G2" WILSON STREET 64.0' 24+46.82
R/W 25+17.51 EC
R/W
CREEKSIDE
AVENUE
R/W 3.0'
4 6
C MANHOLE
21+08.43 LINE "G" 13
L
6 6 C1
1+31.48 BC
1+66.82 EC C2 L1 L2 L3 L4 L5 L6
19 25+46.98 LINE "G" C INT. 14
L =1+00.00 LAT "G2" DETENTION BASIN "G" LOT 4 MEDIUM DENSITY PA 4/9B PARCEL MAP NO. 20793 T
T
T
T
T
T
T
T
T
T
T
T
T
T LOT 3 COMMERCIAL PA 18 STORM EX. 18" W EX. 8" SS EX. 24" SD EX. FIBER RESIDENTIAL 2+19.26
2595.5 HWL 32.0' 32.0' EX. FIBER 8" SS
105'
48'
8'
57'
40' 40' 17'
10'
8" SS
8" W TRACT 37298-1
10'
BC
EX. R/W
8" W CONSTRUCT 440.97 L.F. 48" RCP - (D-1500) CONSTRUCT 404.35 L.F. 36" RCP - (D-1500) 579.65 INV 48" RCP LAT "G2" STA 21+04.76 576.16 INV
STA 21+09.43 576.26 INV
25+17.51 EC
579.38 INV
@ S=0.0077 @ S=0.0141
8" SS
584.89 BOP Q =106.8 CFS V =11.0 FPS 100 MAX Q =58.8 CFS V =14.6 FPS 100 MAX STA 25+45.73 579.60 INV
STA 25+53.23 580.70 INV CONSTRUCT 429.12 L.F. 48" RCP - (D-1500) @ S=0.0079 Q =106.8 CFS V =8.5 FPS 100 MAX
C M.H
STA 21+08.43
RIM=590.6±
L
C M.H
STA 25+52.23
RIM=594.8±
L PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL HGL HGL HGL 24+46.82 BC
578.84 INV
583.54 TOP
583.93 BOP
8" W
579.16 TOP
617
28 29 30 10 LINE "G" STORM DRAIN LINE "G"& LINE "I" STA 27+00.00 TO STA 34+85.20 TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-10.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 3:19:28 PM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.13.2019 09:39:53 AM Author:---- Last Edit: 05.13.2019 09:39:53 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE CURVE TABLE CURVE DELTA R L T LINE BEARING DISTANCE L1 N 1°28'49" E 258.58' L2 LINE TABLE 610 600 590 CONSTRUCT 24" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCTION NOTES: 1 CONSTRUCT 18" RCP STORM DRAIN (CLASS IV) 2 600 L3L4L6L7L8L9L10 L11 32 33 34 35 N 1°28'49" E 212.54' N 1°28'49" E 206.39' N 1°28'49" E 73.08' N 67°39'31" E 27.87' N 58°31'11" W 22.52' N 43°31'11" W 35.72' N 88°31'11" W 80.40' N 14°51'15" W 22.40' N 8°56'17" E 15.63' C2 45°00'00" 45.00' 35.34' 18.64' 315 CONSTRUCT 42" RCP STORM DRAIN (D-LOAD PER PROFILE) 10 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. NO. CB100 1113 CONSTRUCT MH NO. 2 (MAIN LINE ID=36" OR LARGER) PER RCFC&WCD STD MH252 610 600 590 LINE "I" 276 CONSTRUCT 48" RCP STORM DRAIN (D-LOAD PER PROFILE)4 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE) 14 CONSTRUCT MH NO. 4 (LARGE SIDE INLET) PER RCFC&WCD STD. MH254 1 2 19 CONSTRUCT INLET RISER PER DETAIL ON SHEET NO. 7 29 INSTALL MORTAR PLUG 30 CONSTRUCT 24"X24" DROP INLET PER DETAIL ON SHEET NO. 13 9 INSTALL 6" PVC PIPE 12 CONSTRUCT MH NO. 1 PER RCFC&WCD STD. MH251 L5 N 48°31'11" W 4.96' 580 1 PLAN CHECK REVISIONS: ADD BASIN HWL C1 50°00'00" 22.50' 19.63' 10.49' 610 600 590 LINE "G" PROFILE CONSTRUCT LOCAL DEPRESSION PER R.C.T.D STD. CB 311 PER DETAIL ON SHEET NO. 3 ALSO SEE DETAILS ON ONSITE STREET IMPROVEMENT PLANS 2613
2608
2608 13 14 15 16 17 18 19 20 21
22 CL CL CL CL
2610
2596
2614
2595.5
2607.2
2607.2
C C.B. #G2 L
15+32.83 ST. STA
W=10', V=10.3'
10 11
DW
W=10', V=7.35'
C C.B. #G3
15+32.83 ST. STA 11 10
L
W=4', V=7.43
C C.B. #G4
20+42.95 ST. STA 10 11
L
33+77.52 LINE "G"
C INT. L
14 =1+00.00 LINE "I"
31+71.13 LINE "G"
STA 29+58.58 LINE "G"
L R/W
R/W
C INT.
4 4 L2 L3 L4 L1 L5 CREEKSIDE AVE. L7 L6 1
13 SEE PROFILE HEREON SD LINE " I" STA 1+71.06 EC/ LINE "I" C INT. L =STA 1+00.00 LAT. "I1" & "I2" = STA 1+00.00 LAT. "G3" &"G4"
R/W
13 SEE PROFILE SHEET NO. 13 LATERAL " G3"
1 SEE PROFILE SHEET NO. 13 LATERAL " G4" 1+35.72 BC L8 13 C M.H L L9 4 R/W C2
4 R/W
64.0'
32.0'
3.0'
32.0'
4 19
1 SEE PROFILE ON SHEET NO. 13 LATERAL " I1" SEE PROFILE ON SHEET NO. 13 LATERAL " I2" 1 L10
L11
C MANHOLE L
929 30 SEDIMENT BASIN "I"
STA 34+50.61 BC
1 LOT 3 COMMERCIAL SITE PA 18 LOT 2 MEDIUM DENSITY PA 3 RESIDENTIAL LOT 4 PA 4/9B MEDIUM DENSITY RESIDENTIAL LOT 5 PA 20 SCHOOL SITE 2+51.47 2610.2 HWL C1
STA 34+70.24 EC TRACT 37298-1
6.0'8" SS 8" W SEE PROFILE ON SHEET NO. 13 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 2+00 29 1+73.23 LINE "I" PROPOSED PARKWAY DRAIN CONSTRUCT 206.03 L.F. 36" RCP - (D-1500) CONSTRUCT 203.43 L.F. 36" RCP - (D-1500) 585.80 INV 18" RCP LAT "G4" 18" RCP LAT "G3" 597.70 INV 36" RCP LINE "I" STA 31+72.95 591.71 INV
STA 33+82.38 599.26 INV
STA 29+57.58 585.20 INV
STA 33+76.38 597.57 INV
STA 29+62.25 585.30 INV
STA 31+68.28 591.61 INV
STA 29+61.25
RIM=599.1±
STA 31+71.13
RIM=602.6±
STA 33+81.38
RIM=607.7±
@ S=0.0306
@ S=0.0288 Q =54.7 CFS V =16.2 FPS 100 MAX Q =54.7 CFS V =15.5 FPS 100 MAX CONSTRUCT 404.35 L.F. 36" RCP - (D-1500) @ S=0.0141 Q =58.8 CFS V =14.6 FPS 100 MAX
C M.H L
C M.H L
C M.H L EXISTING SURFACE @ STORM DRAIN CL PROPOSED FINISHED SURFACE OVER STORM DRAIN CL CONSTRUCT 102.82 L.F. 18" RCP - (CLASS IV) @ S=0.0233 Q =9.0 CFS V =9.9 FPS 100 MAX
8" CF
610.19 TC
C.B # G4
STA 34+85.20 602.46 INV
8" W
605.30 BOP
603.91
TOP
600.38 BOP HGL HGL
8 SS
599.38 TOP
34+50.61 BC
601.38 INV
34+70.24 EC
601.99 INV CONSTRUCT 64.59 L.F. 36" RCP - (D-1500)
STA 1+69.56 598.60 INV CONSTRUCT 73.74 L.F. 30" RCP - (D-1500) STA 1+74.23 598.20 INV 36" RCP LINE "G" 597.57 INV
STA 2+47.97 599.80 INV 18" RCP LAT "I1" 599.50 INV 18" RCP LAT "I2" 1+35.72 BC
598.13 INV
STA 1+00.00
RIM=609.9± PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL STA 1+66.10
RIM=610.0±
@ S=0.0108 @ S=0.0081
610.20 TG
INLET RISER Q =20.7 CFS V =2.9 FPS 100 MAX Q =45.7 CFS V =6.5 FPS 100 MAX 1+71.06 EC
598.63 INV
12" W
603.4 BOP BASIN "I" SEDIMENT
STA 1+04.96 597.90 INV
601.20 EL 'S' 597.66 INV EL 'R' 597.70 INV HGL
601.57 TOP
TOP
8" W
604.5 BOP 607.2 BASIN BOTTOM
618
10+00 11+00 11 LINE "F" STORM DRAIN LINE "F", LINE "J" AND LINE "M" TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-11.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 3:39:28 PM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.13.2019 02:15:14 PM Author:---- Last Edit: 05.13.2019 02:15:14 PM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE LINE BEARING DISTANCE L1 N 88°31'11" W 221.68' L2 LINE TABLE 600 590 580 CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCTION NOTES:
2 CONSTRUCT 24" RCP STORM DRAIN (D-LOAD PER PROFILE)4 PROFILE 1 2
3 N 88°31'11" W 220.23' LINE "J" 600 590 580 LINE "F" LINE "J" 19 CONSTRUCT INLET RISER PER DETAIL ON SHEET NO. 7 APEX AVENUE 585 575 565 12+00 LINE "M"10 11 620 610 600 LINE "M" L3 N 6°03'15" E 109.18' 12 24 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD DWG. NO. M803 SOLSTICE AVENUE 1 CONSTRUCT 18" RCP STORM DRAIN (CLASS IV) TRACT 37298-1 TRACT 37298-1 620 610 600 585 575 565 25 INSTALL ROCK RIP-RAP PER DETAIL ON SHEET NO. 2 L4 N 6°03'15" E 23.00' 21 INSTALL 36" CMP STORM DRAIN 17 INSTALL CONCRETE FLARED END SECTION PER CALTRAN STD. PLAN D94B SS 2573.4 WSE
2 L2 17
19 25 STORM DETENTION BASIN "J"
2585 2590
2593
2595.7 WQMP & 116' 58' 32' 26' 26' 32'
2585
2585 2+00 3+00
3+20.23
1+00.00
R/WRIP-RAP DATA L=10.0' W= 10.0' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) 17' 25' 10' 6' LOT 4 PA 20 SCHOOL SITE 12" SS
8" W 58' CONSTRUCT 212.61 L.F. 24" RCP - (D-1500)
STA 1+06.39
INSTALL CONCRETE COLLAR PROPOSED FINISHED SURFACE OVER STORM DRAIN C CL
12" SS
579.58 TOP
@ S=0.0052
12" W
580.58 TOP
L Q =20.0 CFS 100 V =7.4 FPS MAX
596.60 TG
INLET RISER HGL
581.32 BOP
581.53 BOP STORM DETENTION WQMP & BASIN "J"
STA 3+18.73 582.40 INV 592.2 BASIN BOTTOM
581.30 INV RIP RAP 1/4-TON ROCK CLASS 2 BASE FABRIC COVER T=2.7' 583.8 ELEV
TOP OF WALL
10+00 11+00 12+00
2575
2580
2573.4 WSE
2570
2573
4 L1 PA 9B 25 17 SEDIMENT BASIN "F"2580 116' 58' 32' 26' 26' 32' 10+00 11+00 12+00 19 12+30.28 EXTENDED DETENTION BASIN #3 (BMP) LOT 4
2583 HWL
22'
9' RIP-RAP DATA L=10.0' W= 10.0' THICKNESS= 2.7' ROCK SIZE= 1/4-TON 1/4-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) 17' 25' 12" SS
8" W 8" SS 24
10+50.00
573.5 ELEV
TOP OF WALL
570.00 FL PROPOSED FINISHED SURFACE OVER STORM DRAIN C
CL
L
570.54 TOP SS
12" W
575.97 BOP
12" SS
STA 9+96.93 570.00 INV
STA 12+16.17 571.80 INV CONSTRUCT 166.17 L.F. 36" RCP - (D-1500) @ S=0.0030 Q =44.6 CFS 100 V =8.1 FPS MAX BASIN #3 (BMP) EXTENDED DETENTION 581.38 TC
581.38 TC
583.50 TG
INLET RISER 581.0 BASIN BOTTOM BASIN "F" SEDIMENT 573.4 WSE RIP RAP 1/4-TON ROCK CLASS 2 BASE FABRIC COVER T=2.7' 574.82 TOP
571.02 BOP SD
STA 10+50.00 571.30 INV CONSTRUCT 53.07 L.F. 36" RCP - (D-1500) @ S=0.0245
INSTALL CONCRETE COLLAR HGL HGL Q =44.6 CFS 100 V =11.0 FPS MAX 10+00
11+00
2610
2610
2606
2608
2600
2604
2604
2605
HWL 2605
2600
2604
2603
2602
2601
2602
2601
2607
2605HWL
4 L3 LOT 'M' PA 23 OPEN SPACE SEDIMENT BASIN "M"
2610
2610
2615
2605
2609
10+00
11+00 25 EXTENDED DETENTION (BMP) RIP-RAP DATA L=10.0' W= 10.0' THICKNESS= 4.3' ROCK SIZE= 1-TON 1-TON ROCK OVER 10" CLASS 2 AB OVER MIRAFI 1100n MAX. SIDE SLOPE 2.0(H):1.0(V) 19 10+21.33 EC TRACT BOUNDARY FUTURE TTM 37390
11+55.51 BASIN #1B C1 TRACT 37298-1
14'
17.3' 24
11+30.51
L4 21
10+02.03 BC17 CONSTRUCT 134.56 L.F. 36" RCP - (D-1500)
STA 9+95.95 601.00 INV
@ S=0.0140 Q =7.2 CFS V =1.9 FPS 100 MAX PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 605.0 HWL INSTALL CONCRETE COLLAR AND IRRIGATION RESERVOIR BMP #1B STORM WATER MANAGEMENT 605.0 BASIN BOTTOM 604.5 ELEV
TOP OF WALL
601.00 FL
607.0 TG INSTALL TEMPORARY CMP INLET RIP RAP 1-TON ROCK T=4.3' CLASS 2 BASE FABRIC COVER HGL 10+21.33 EC
601.36 INV WATER TIGHT JOINTS
STA 11+30.51 602.89 INV
STA 11+53.51 602.96 INV
@ S=0.0030 INSTALL 23.0 L.F. 36" CMP Q =7.2 CFS V =1.9 FPS 100 MAX INLET RISER BASIN "M"
619
650 640 630 12 LATERALS
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-12.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 8:33:15 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.04.2019 12:52:19 PM Author:---- Last Edit: 05.10.2019 08:34:30 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 630 620 610 630 620 610 625 615 605 625 615 605 650 640 630 650 640 630 650 640 630 1 2 LAT. "A2" SEE PLAN VIEW ON SHEET NO. 4 LAT. "A3"
2 625 615 605
1 2 LAT. "C1" SEE PLAN VIEW ON SHEET NO. 6 625 615 605
1 2 SEE PLAN VIEW ON SHEET NO. 4
1 2 LAT. "C4" SEE PLAN VIEW ON SHEET NO. 6
1 2 LAT. "C2" LAT. "C3" SEE PLAN VIEW ON SHEET NO. 6 590 580 570 1 LAT. "G1" SEE PLAN VIEW ON SHEET NO. 8 590 580 570
1 LAT. "G2" SEE PLAN VIEW ON SHEET NO. 9 600 590 580 600 590 580 2 SEE PLAN VIEW ON SHEET NO. 6 24" RCP LAT 'C3' 609.08 INV 8" CF
619.91 TC
C.B #C3 CONSTRUCT 52.01 L.F.
STA 1+02.68 609.38 INV 18" RCP - (CLASS IV)
STA 1+54.69 613.12 INV
@ S=0.0719 PROPOSED FINISHED SURFACE
C M.H. 1+00.00
RIM=619.6± OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL Q =14.5 CFS V =8.2 FPS 100 MAX HGL L 42" RCP LINE 'C' 606.18 INV
620.31 TC
C.B #C2
@ S=0.0607 CONSTRUCT 84.84 L.F. 24" RCP - (CLASS IV)
STA 1+88.69 612.30 INV
STA 1+03.85 607.00 INV CONSTRUCT 29.66 L.F. 24" RCP (CLASS IV) 8" CF
8" CF
619.92 TC
C.B #C4
STA 1+02.95 607.00 INV
STA 1+81.89 612.03 INV Q =18.1 CFS V =10.2 FPS @ S=0.0742 Q =29.0 CFS V =15.5 FPS @ 0.0625 12" W
615.30 BOP
1+80.60 EC
611.80 INV
1+33.48 BC
608.85 INV
12" W
614.57 BOP
12" W
614.90 BOP STA 1+30.95 609.08 INV
STA 1+35.62 609.18 INV CONSTRUCT 46.81 L.F. 24" RCP (CLASS IV) 18" RCP LAT. 'C4' 609.50 INV C M.H. 1+00.00
RIM=619.7±
C M.H. 1+34.91
RIM=619.6± PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 100 MAX 100 MAX Q =3.9 CFS V =2.2 FPS 100 MAX HGL 1+25.65 BC
608.69 INV
1+66.85 EC
611.11 INV
L
L
613.70 TOP
614.01 TOP 36" RCP LINE 'A' 630.30 INV CONSTRUCT 41.21 L.F. 18" RCP - (CLASS IV) STA 1+02.14 631.80 INV
STA 1+43.35 639.50 INV
646.20 TC
C.B #A3 Q =0.4 CFS V =7.8 FPS @ S=0.1868
C M.H. 1+00.00 100 MAX
L PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL RIM=645.5± HGL 637.90 BOP
8" SS
636.40 TOP
INSTALL CONC. COLLAR
STA 1+20.96
637.86 INV Q =0.4 CFS V =5.6 FPS 100 MAX
646.08 TC
C.B #A2
8" W
641.44 BOP
C M.H. 1+00.00
RIM=644.9± 10" SS
634.35 BOP CONSTRUCT 30.98 L.F. 18" RCP - (CLASS IV)
STA 1+03.06 631.50 INV
STA 1+33.81 EC 631.70 INV CONSTRUCT 38.02 L.F. 18" RCP - (CLASS IV)
INSTALL CONCRETE COLLAR
STA 1+71.83 EC 639.20 INV 36" RCP LINE 'A' 630.00 INV
1+43.60 EC
633.63 INV
1+16.14 BC
631.59 INV Q =4.5 CFS V =15.3 FPS Q =4.5 CFS V =16.0 FPS @ S=0.0065 @ S=0.1973 100 MAX 100 MAX L PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL 8" SS
635.67 BOP HGL
639.21 TOP
633.27 TOP
633.32 TOP 42" RCP LINE 'C' 605.05 INV
619.65 TC
C.B #C1 Q =10.3 CFS V =17.2 FPS @ S=0.1840
STA 1+02.33 607.00 INV
STA 1+32.21 612.50 INV CONSTRUCT 29.88 L.F. 18" RCP - (CLASS IV) PROPOSED FINISHED SURFACE OVER STORM DRAIN CL C M.H. 1+00.00 100 MAX
RIM=619.5± HGL CONSTRUCT 9.38 L.F. 24" RCP - (CLASS IV) 48" RCP LINE 'G' 571.59 INV STA 1+02.74 572.00 INV
STA 1+12.12 573.40 INV Q =15.0 CFS V =4.8 FPS 100 MAX @ S=0.1492 PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 8" CF 579.37 TC
C.B #G1 HGL 48" RCP LINE 'G' 579.60 INV CONSTRUCT 113.72 L.F. 48" RCP - (D-1500) STA 1+03.54 580.15 INV
STA 2+17.26 581.86 INV Q =48.0 CFS V =9.6 FPS 100 MAX
1+31.48 BC
580.57 INV
1+66.82 EC
581.10 INV
@ S=0.0150
8" W PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL STA 1+00.00
RIM=594.8±
596.00 TG
INLET RISER HGL BASIN "G" STORM DETENTION
590.24 BOP EL 'R' 580.15 INV EL 'S' 580.04 INV 593.0 BASIN BOTTOM
INSTALL CONCRETE COLLAR
620
610 600 615 605 595 13 LATERALS AND DETAIL
TRACT NO. 37298-1, 37298-2, 37298-3 & 37298 STORM DRAIN IMPROVEMENT PLAN MDS File: 89404-SD SHT-13.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 05.13.2019 8:29:58 AM By: station166 MDS Proj. Data: I:\89404\ENGINEERING\Plans\Storm Drain Created: 05.10.2019 08:41:25 AM Author:---- Last Edit: 05.11.2019 11:21:31 AM By: Station166 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 13 STORM DRAIN IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1, 37298-2, S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-18 DATE 37298-3 & 37298 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 5-13-2019 5-13-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: KEVIN D. SIN, RCE #71299 SENIOR CIVIL ENGINEER EXP. 12/31/19 DATE 615 605 595 600 590 580 600 590 580 36"x36" DROP INLET DROP INLET DETAIL 23 LAT. "I2" 1 2 SEE PLAN VIEW ON SHEET NO. 10 2 LAT. "I1" SEE PLAN VIEW ON SHEET NO. 10 1 2 LAT. "G4" SEE PLAN VIEW ON SHEET NO. 10 LAT. "G3" SEE PLAN VIEW ON SHEET NO. 10 2 B MODEL NO. WEIGHT DROP INLET A B C A MODEL NO. WEIGHT FRAME AND GRATE RATING D D 24"x24" DROP INLET 590 610 600 590 DROP INLET DETAIL 30 1SEE PLAN VIEW ON SHEET NO. 10 SCALE: 1"=30' 6" PVC @ LAT. "I1" 30 609.04 TC 608.54 FL LAT. "I1" STA 1+00.00 602.89 INV INSTALL 12 L.F 6" PVC PIPE @ S=0.1791 1 S=0.0492 24 STA 1+05.91 BEND
604.46 INV
STA 1+08.88 BEND
604.74 INV
STA 1+12.00 605.04 INV 9 42" RCP LINE 'G' 584.20 INV CONSTRUCT 20.25 L.F. 18" RCP - (CLASS IV) CONSTRUCT 25.61 L.F.
STA 1+27.88 589.10 INV 18" RCP - (CLASS IV)
STA 1+02.27 585.80 INV
STA 1+02.27 585.80 INV
STA 1+22.52 592.00 INV Q =2.4 CFS V =11.3 FPS 100 MAX Q =3.1 CFS V =16.1 FPS 100 MAX @ S=0.1289 @ S=0.3062 8" W
593.92 INV
8" SS
590.43 INV
STA 1+00.00
599.35 TC
C C.B #G3
8" CF
599.35 TC
C C.B #G2
RIM=598.2±
8" CF PROPOSED FINISHED SURFACE OVER STORM DRAIN CL EXISTING SURFACE @ STORM DRAIN CL LL HGL STA 1+22.40 602.89 INV
STA 1+02.27 599.50 INV CONSTRUCT 20.13 L.F. 18" RCP - (CLASS IV) @ S=0.1684
STA 1+00.00
RIM=610.0± STA 1+02.28 599.50 INV
INSTALL MORTAR PLUG CONSTRUCT 13.35 L.F. 18" RCP - (CLASS IV) @ S=0.2502
C.B # I1
610.05 TC
C.B # I2
610.05 TC PROPOSED FINISHED SURFACE OVER STORM DRAIN CL 36" RCP LINE "I" 598.60 INV HGL
INSTALL MORTAR PLUG
STA 1+15.63 602.84 INV Q =14.0 CFS V =2.9 FPS 100 MAX Q =12.1 CFS V =11.1 FPS 100 MAX 621
P.A. 17
3 4 14 15 11 10
5 9
8 6
7 4 13 12 12 EXISTING 16" BCVWD WATER PA 3 PA 26 SCHOOL SITE PA 17 LOT 3 COMMERCIAL PA 4 PA 18 PA 9B LOT 1 COMMERCIAL PA 20 PA 22 LOT 6 PARK LOT 4 PA 1A PA 23 LOT 'M' OPEN SPACEPARK LOT 5 PA 2A LOT 2 PA 35A PA 1B TR. NO. 37298-2 TR. NO. 37298 TR. NO. 37298-3 PA 23 EXISTING 8" HOSPITAL SEWER EXISTING 18" WATER
LANDMARK WAY LOT 'AA' LOT 'X' LOT 'Y' LOT 'P' LOT 'U' LOT
QUAIL WAY VERDE WAY LOT 'W'
HAZEL LANE LOT 'S' LOT 'T' LOT 'R' 'O' LOT 'N' LOT 'V' LOT 'Q' HARMONY WAY BANBURY LANE
TIMBRE WAY
COOLWATER WAY AURAL PLACE
SIERRA PLACE
PINYON LANE
MALLOW
WAY
EVENFALL DRIVE
TREELINE
COURT
CREEKSIDE AVENUE
APEX STREET LANDMARK WAY
SWIFT DR
LANDMARK WAY
REDBUD AVE
TWILIGHT DR
REBLOOM DR ATWELL DRIVE
MEADOWLINE WAY 16 16 15 18 18 17 CITY OF BANNING AND BCVWD WATER INTERCONNECT FACILITY CITY OF BANNING AND BCVWD WATER INTERCONNECT FACILITY WILSON STREET HIGHLAND SPRINGS AVENUE SHEET INDEX MAP SCALE: 1"=250' PARDEE HOMES 1250 CORONA POINTE COURT, SUITE 600 CORONA, CA 92879 (951) 428-4400 CONTACT: MICHAEL HEISHMAN OWNER/APPLICANT/DEVELOPER 408-120-001 THROUGH -005, -007 THROUGH -009 PORTIONS OF 408-120-006, -010, -012, -019, -020 ASSESSORS PARCEL NUMBERS THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS "TRAK" AND "MATH" (PORTIONS PER NATIONAL GEODETIC SURVEY, NAD 83, EPOCH 1995.5), AS SHOWN ON THE MAP FILED IN BOOK 102, PAGES 50 THROUGH 65 OF RECORDS OF SURVEY, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING NORTH 52° 49' 02.84" EAST. BASIS OF BEARINGS ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DATUM OF NAVD 88 BASED LOCALLY UPON THE FOLLOWING BENCH MARK: 3-1/4" STANDARD ALUMINUM MWD DISK, FLUSH, LOCATED IN BANNING, 0.6 MILES SOUTH ALONG HIGHLAND SPRINGS AVENUE FROM THE INTERSECTION OF HIGHLAND SPRINGS AVENUE AND THE SOUTHERN PACIFIC RAILROAD BRIDGE, 17.5 FEET EAST OF THE CENTERLINE OF HIGHLAND SPRINGS AVENUE AT THE NORTHWEST CORNER OF CATCH BASIN AT THE TOP OF CURB, 0.5 FEET EAST OF FACE OF CURBS. ELEVATION=2534.10 BENCHMARK 1 HIGH POINT POINT OF INTERSECTION HPPI SD STORM DRAIN DW POTABLE WATER NO. NUMBER DELTA RADIUS LOW POINT R
LSS SANITARY SEWER MIN MINIMUM ST STREET TOP OF CURB LPPA PLANNING AREA AVG. AVERAGE TCGB GRADE BREAK FL FLOWLINE BVC BEGIN VERTICAL CURVE MAX MAXIMUM
G GAS RCW NON-POTABLE WATER RW RETAINING WALL R/W RIGHT OF WAY LENGTH ABBREVIATIONS Δ IN THE CITY OF BANNING, STATE OF CALIFORNIA TRACT NO. 37298-1 ON-SITE SEWER AND WATER SHEET 1 TITLE SHEET AND SHEET INDEX MAP SHEETS 2 CONSTRUCTION NOTES AND DETAILS SHEET 3-19 SEWER AND WATER PLAN AND PROFILE SHEET INDEX AND SHEET INDEX MAP TITLE SHEET SEWER GENERAL NOTES:
STARLIGHT
AVENUE SUNDANCE
DRIVE
OAK VALLEY
PARKWAY 8TH STREET APEX STREET MVC MIDDLE VERTICAL CURVE EVC END VERTICAL CURVE VC VERTICAL CURVE EX. EXISTING 1. ALLWORKSHALLCOMPLYWITHTHECITYOFBANNINGPUBLICWORKSSPECIFICATIONSANDTHESTANDARDSPECIFICATIONS FORPUBLICWORKSCONSTRUCTIONLATESTEDITION,A.P.W.A.IN THE CASEOFCONFLICTSBETWEENTHECITYOFBANNING PUBLICWORKSSPECIFICATIONSANDTHESTANDARDSPECIFICATIONSFORPUBLICWORKS,THECITYOF BANNINGPUBLIC WORKS SPECIFICATIONS SHALL GOVERN. 2. TYPE OF PIPE SHALL BE SDR 26 PVC. 3. SEWER MAINS MAY BE LAND THROUGH MANHOLES AND USED AS A FORM FOR THE INVERT. 4. FINALTESTINGFORPIPELINELEAKAGESHALLBEMADEINTHEPRESENCEOFTHEINSPECTORFORTHECITY,AFTERBACKFILL HAS BEEN INSPECTED AND APPROVED. 5. ALL TRENCHES SHALL BE COMPACTED TO 90% RELATIVE DENSITY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF BANNING 48 HOURS PRIOR TO STARTING ANY WORK. PHONE: (909) 922-3142 7. THE CONTRACTORSHALLSET UP APPOINTMENTSTO REVIEWTHEPLANSIN DETAILWITHTHE CITYPRIORTO STARTOF CONSTRUCTION. 8. SEPARATIONBETWEENWATERLINESANDSEWERSSHALLCONFORMTOCITYOFBANNINGANDSTATEOFCALIFORNIAHEALTH DEPARTMENT REQUIREMENTS. 9. IT SHALLBE THESEWERCONTRACTOR'SRESPONSIBILITYTO SET MANHOLECOVERSTO FINISHGRADEAFTERPAVINGIN ACCORDANCE WITH CITY OF BANNING STANDARDS. 10. ALLELEVATIONSHOWNTOBEEXISTINGWERETAKENFROMRECENTSURVEYOFTHEENGINEERANDSHALLBEVERIFIEDBY THE CONTRACTOR PRIOR TO CONSTRUCTION. 11. ITSHALLBETHERESPONSIBILITYOFTHECONTRACTORTOCLEARTHERIGHT-OF-WAYINACCORDANCEWITHTHEPROVISIONS OF LAW AS IT AFFECTS EACH UTILITY INCLUDING IRRIGATION LINES AND APPURTENANCES AT NO COST TO THE CITY. 12. THECONTRACTORSHALL,ATNOEXPENSETOTHECITY,PROVIDEALLNECESSARYSAMPLESANDTESTSREQUIREDBYTHECITY TO ASSURETHATTHE QUALITYOF MATERIALSANDWORKMANSHIPARE IN ACCORDANCEWITHTHESEPLANSAND SAID SPECIFICATIONS. 13. THE CONTRACTORSHALLBE RESPONSIBLEFOR ALL WORK AND SHALL MAINTAINALL FACILITIESCOMPLETEDAND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. 14. THECONTRACTORSHALLVERIFYTHELOCATIONOF ALLEXISTINGUTILITIESANDNOTIFYUTILITYCOMPANIES48 HOURSIN ADVANCE OF THE BEGINNING OF CONSTRUCTION. 15. ALL SEWER LATERALS SHALL BE MARKED ON CURB WHERE THEY ENTER STREET WITH A PERMANENT “S.” 16. SEWER LATERALS ARE NOT ALLOWED TO BE CONSTRUCTED UNDER/WITHIN THE DRIVEWAY APPROACHES. 17. CCTV VIDEO INSPECTION WILL BE REQUIRED, AT CONTRACTOR'S EXPENSE, AND SUBMITTED TO THE CITY FOR REVIEW PRIOR TO ACCEPTANCE, ANY AFFECTS WILL NEED TO BE REPAIRED AT NO COST TO THE CITY. CCTV INSPECTION SHALL INCLUDE VERIFICATION OF PIPE SLOPES FOR ENTIRE LENGTH OF PIPE. 18. MANDREL TESTING OF SEWER SHALL OCCUR A MINIMUM OF 60 DAYS AFTER BACKFILL OF SEWER TRENCH. 19. BENDING OF SDR 26 PVC PIPE THROUGH PIPE BARREL IS NOT PERMITTED. 20. MAXIMUMDEFLECTIONOFSEWERPIPEJOINTSISONEDEGREE,ORPERMANUFACTURER'SRECOMMENDATIONS, WHICHEVERIS LESS. WATER GENERAL NOTES: NOTE FOR SEWER AND WATER TRENCH BACKFILL: USE CITY STANDARD NO. S-15, S-16, S-17 FOR SEWER TRENCH BACKFILL USE CITY STANDARD NO. W-30 AND W-31 FOR WATER TRENCH BACKFILL CENTERLINE BEGIN CURB RETURN CL BCR ECR END CURB RETURN TG TOP OF GRATE EA EACH SQUARE FEET CUBIC YARDS FINISHED FLOOR CYACFG FINISHED GRADE AB AGGREGATE BASE RCP REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE F.F. CMP CORRUGATED METAL PIPE NG NATUIRAL GROUND PVC VCP VITREOUS CONCRETE PIPE FS FINISH SURFACE CONC CONCRETE LF LINEAR FEET INV INVERT TYP TYPICAL CF CURB FACE ASPHALT CONCRETE SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOT FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK AND ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON. AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY OR CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN ONLY BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ENGINEER'S NOTICE TO CONTRACTORS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL. NOTIFY: WATER AND SEWER ELECTRIC CABLE TELEPHONE GAS NOTIFICATIONS CITY OF BANNING CITY OF BANNING SPECTRUM FRONTIER COMMUNICATIONS SOUTHERN CALIFORNIA GAS COMPANY (951) 922-3260 (951) 922-3260 (866) 417-1039 (909) 748- 6649 (909) 335-7926 LOTS 1-7, 10; AND PORTIONS OF LOTS 8, 9, 10, 18, & 19; OF TRACT MAP NO. 34330, FILED IN BOOK 429 OF MAPS, PAGES 84 THROUGH 103, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. LEGAL DESCRIPTION IMPROVEMENT PLAN (1"=250') 250 0 125 250 500 1000 TTM NO. 37390 VACANT (ATWELL) TTM NO. 37390 VACANT (ATWELL) TTM NO. 37389 VACANT (ATWELL) TRACT NO. 31468-2
VACANT
COMMERCIAL
TRACT NO. 31468-2
SUNDANCE
SINGLE-FAMILY RESIDENTIAL
TRACT NO. 30332-3
SUNDANCE
SINGLE-FAMILY RESIDENTIAL
TRACT NO. 30332-2
SUNDANCE
SINGLE-FAMILY RESIDENTIAL
TRACT NO. 30332-4
SUNDANCE
SINGLE-FAMILY
RESIDENTIAL A.P.N. 419-050-018 MEMORIAL HOSPITAL SAN GORGONIO 43/14-15 PARCEL MAP NO. 20793 PARCEL MAP NO. 20058 PARCEL MAP RESIDENTIAL
CITY OF BANNING
CITY OF BEAUMONT 1. WATERLINEINSTALLATIONSHALLBEIN ACCORDANCEWITHTHECITYOFBANNINGWATERDEPARTMENTSTANDARDDRAWINGS AND SPECIFICATIONS. 2. ALLMATERIALS, TESTING,ANDINSPECTIONOFPIPESHALLBEINCONFORMITYWITHTHEREQUIREMENTSOFTHECITYOFBANNING WATER DEPARTMENT AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 3. ALLSERVICECONNECTIONSSHALLBE1” SERVICESAND3/4”METERSUNLESSOTHERWISENOTED,ANDSHALLBELOCATEDAS SHOWN ON THE PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES WILL BE 1” COPPER PIPE TYPE “K.” 4. WATERSYSTEMWILLBE INSTALLEDBY DEVELOPERANDDEEDEDTOTHECITYOFBANNINGAFTERACCEPTANCEBY THECITY COUNCIL. 5. THERE SHALL BE A MINIMUM OF 36”COVER FOR PIPES 12" Ø AND BELOW AND 42" COVER FOR PIPES 12" Ø AND ABOVE. 6. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO. W-31 7. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATERLINES AND VERIFY ITS LOCATION. 8. ALL VALVES SHALL BE TURNED ON OR OFF BY CITY OF BANNING WATER DEPARTMENT EMPLOYEES ONLY. 9. CONNECTIONS TO MAINS WILL BE MADE BY DEVELOPER AND UNDER THE CITY OF BANNING WATER DEPARTMENT SUPERVISION. 10. FIRE HYDRANTS SHALL BE JAMES-JONES J-4040 6” x 4” x 2½” (OR EQUAL), THE BODY SHALL BE BRONZE, IT WILL BE A 6-HOLE FLANGE. POSITIVE BREAK OFF RISER AND CHECK VALVE ASSEMBLY, PER STD. DWG. NO. W-18 11. ALLFIREHYDRANTSSHALLHAVEGATEVALVESHUTOFFLOCATIONS1' OFFOFTHEWATERMAINANDMINIMUMOF5' BETWEEN HYDRANT AND SHUTOFF VALVE. 12. ALL USES OF WATER DURING CONSTRUCTION WILL REQUIRE AN APPROVED BACK FLOW DEVICE 13. ALL WATER MAINS WILL BE INSTALLED IN THE STREET. 14. MAIN SIZE MINIMUM SHALL BE 8”. 15. FIRE HYDRANTS SHALL BE MARKED BY FIRE HYDRANT SPOTTER ON PAVEMENT PER CITY STD. DWG. NO. W-18 16. LANDSCAPE METER LOCATIONS TO BE VERIFIED BY DEVELOPER AND ENGINEER PRIOR TO CONSTRUCTION. 17. SEE CORROSION ENGINEER'S PLAN FOR WATER MAIN CATHODIC PROTECTION WHEN REQUIRED. WATER ZONE: FOOTHILL WEST ZONE 2822 TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 01 TT.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:26:24 PM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 01:54:02 PM Author:---- Last Edit: 07.02.2019 12:26:08 PM By: Jchu REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 19 ON-SITE SEWER AND WATER IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1 S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-20 DATE 7-1-19 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: SENIOR CIVIL ENGINEER LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE WILSON STREET CHERRY VALLEY BEAUMONT INTERSTATE 10
RAMSEY STREET
HIGHLAND SPRINGS AVE.
BOULEVARD
HIGHLAND HOME RD. COUNTY OF RIVERSIDE BANNING PROJECT SITE 8TH STREET 6TH STREET SUN LAKES BLVD. WESTWARD AVE. BROOKSIDE AV. DUTTON STREET
BELLFOWER AV.
SUNSET AV. LINCOLN ST.
PENNSYLVANIA AV.
SAN GORGONIO AV.
N HARGRAVE ST.
MORONGO RD. E GEORGE ST.
INTERSTATE 10
OAK VALLEY PRKY.
PALM AV.
BEAUMONT AV.
LAMB CANYON RD. 60 VICINITY MAP NOT TO SCALE 10
22ND 10
ST. SEWER LEGEND EXISTING SEWER MAIN LINE OR PROPOSED BY OTHERS SEWER MAIN LINE SEWER MANHOLE SEWER LINE WITH LATERALS EX. 8" SS WATER LEGEND EXISTING WATERLINE OR PROPOSED BY OTHERS WATERLINE FIRE HYDRANT GATE VALVE AIR & VACUUM VALVE ASSEMBLY SERVICE CONNECTION WITH METER (DOMESTIC) BLOW-OFF EX. 8" DW SERVICE CONNECTION WITH METER (LANDSCAPE) 622
116'
58' 58'
CL
R/W
2' MIN 5' 3' MIN
26'
8'
32'
R/W
5'
26'
8'
32'
ATWELL DRIVE, APEX STREET
(APEX STREET : FROM WILSON STREET TO LANDMARK WAY )
MEANDERING
2% 2%
SCALE: HORIZ - 1"=10'
VERT - 1"=5'
SIDEWALK MEANDERING SIDEWALK
2% 2%
AND TRAIL
3' MIN. 5' 2' MIN.
7' 3' MIN.
WATER MAIN 9' 6.5' MIN.
SEWER MAIN @ APEX STREET ONLY
S / W N / E
CL
R/W
2%
56'
ECHO PL, COOLWATER WAY AND VERDE WAY STREET (PUBLIC)
10'
28'
R/W
18' 10'
28'
18'
2%
5'
SIDEWALK
2% 2%
5' 5' 5'
SIDEWALK
SCALE: HORIZ - 1"=10'
VERT - 1"=5' 3' MIN.
WATER MAIN
7' 6' 6.5' MIN.
MAIN
SEWER
CL
R/W
2%
64'
CREEKSIDE AVE (PUBLIC)
10'
R/W
10'
32'
22'
2%
5'
SIDEWALK
2% 2%
5'
SIDEWALK
0.5'
22'
32'
0.5' 5'
SCALE: HORIZ - 1"=10'
VERT - 1"=5' 3' MIN.
WATER MAIN
7' 6' 6.5' MIN.
MAIN
SEWER
3'
DRAIN
STORM 6' MIN.
FWZ
35'
10'
2%
CL
R/W
70'
35'
10' 20'
5'
R/W
20'
5'
10'
PROPOSED
LANDSCAPED MEDIAN
TWILIGHT DR, TREELINE CT, EVENFALL DR, REBLOOM DR, AND SWIFT DR (PUBLIC) 2%
MIN
0.5' 5' 4.5' 0.5'
MIN
1' 1'
4.5' 5'
2% 2%
SIDEWALK SIDEWALK
SCALE: HORIZ - 1"=10'
VERT - 1"=5'
VARIES 6.5' MIN.
SEWER MAIN ONLY @ TREELINE CT., EVENFALL DR., SWIFT DR.
VARIES 3' MIN.
WATER MAIN
S / W N / E
32'
46'
CL
LANDMARK WAY AND MEADOWLINE WAY (PUBLIC)
92'
46'
14' 32' 14'
2% 2%
0.5' 5' 8.5' 5'
2% 2%
SIDEWALK
VAR.
3' MIN.
5'
(MEADOWLINE WAY : FROM LANDMARK WAY TO EAST TRACT BOUNDARY) SCALE: HORIZ - 1"=10'
VERT - 1"=5'
18'
7' 3' MIN. 4' MIN.
NON-POTABLE WATER MAIN
MEADOWLINE WAY ONLY
WATER MAIN
MEANDERING SIDEWALK
AND TRAIL
17'
30" GAS4' MIN.
MEADOWLINE WAY ONLY
R/W R/W
S / W N / E
FWZ
FWZ
116'
58' 58'
CL
R/W
2' MIN 5' 3' MIN
26'
8'
32'
R/W
5'
26'
8'
32'
MEADOWLINE WAY
(MEADOWLINE WAY : HIGHLAND SPRINGS AVENUE TO LANDMARK WAY )
MEANDERING
2% 2%
SCALE: HORIZ - 1"=10'
VERT - 1"=5'
SIDEWALK MEANDERING SIDEWALK
2% 2%
AND TRAIL
3' MIN. 5' 2' MIN.
7' 3' MIN.
WATER MAIN 6' 6.5' MIN.
SEWER MAIN
VARIES
EX. 30" GAS VARIES 10' - 15'
S / W N / E
FWZ
11'
NON-POTABLE
WATER MAIN
FWZ 4' MIN.
CONSTRUCTION NOTES & QUANTITY 2
STREET SECTIONS, DETAILS,
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 02 SE.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:09:25 PM By: station178 MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 06:31:15 PM Author:---- Last Edit: 07.02.2019 10:10:53 AM By: Station178
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z
Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE
7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
SEWER IMPROVEMENT PLAN
1 3
4 QUANTITY
3,468
1,420
1 LF
LF
EA
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES:
UNIT
5 6
7 8
9 10
11 12
19 13
26 27
28 29
15 16
18 LF 5
LF 26
LF 2,208
EA 37
EA 3
EA 2
EA 2
EA 23
LF 9,430
EA 42
EA 7
EA 10
EA 4
EA 26
EA 1
LF 104
LF 474
EA 21
14 20
21 22
23 24 EA 9
EA 36
EA 5
EA 11
EA 133
30 31 EA
EA 3
2 LF 1,077
2 35 EA 5
32 EA 1
33 EA 2
34 EA 1
36 LF 22
37 LF 141
38 EA 1
39 EA 2
40 EA 3
41 EA 2
WATER IMPROVEMENT PLAN UNIT QUANTITY
INSTALL 12" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 INSTALL 8" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15
REMOVE CAP AND JOIN SEWER
INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. DWG. NO. S-3 INSTALL 4" SDR 26 PVC SEWER LATERAL PER CITY STD. DWG. NO. S-22 WITH INSTALL 4" SDR 26 PVC SEWER LATERAL PER CITY STD. DWG. NO. S-22 ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 INSTALL 10" EXTRA STRENGTH VCP SEWER MAIN PER CITY STD. DWG. NO. S-15
INSTALL SEWER MAIN CAP
INSTALL 10" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO W-31 INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO W-31 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20
INSTALL FIRE HYDRANT PER CITY STD. DWG. NO. W-18
INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CITY STD. DWG. NO. W-15 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. DWG. NO. W-19 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20 INSTALL 8"-45° D.I.P. ELBOW
INSTALL 8"-22.5° D.I.P. ELBOW
INSTALL 8" BLIND FLANGE
INSTALL 8" D.I.P. TEE
INSTALL 12" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 INSTALL 12" D.I.P. TEE
INSTALL 12"x8"x12" D.I.P. TEE
INSTALL 12"-45° D.I.P. ELBOW
INSTALL 12" BLIND FLANGE
REMOVE PORTION OF EXISTING WATER MAIN AND JOIN PIPE
INSTALL 8" D.I.P. CROSS
INSTALL 1" POTABLE COPPER SERVICE AND METER INSTALLATION PER CITY DWG. NO. W-4
REMOVE EXISTING FIRE HYDRANT
INSTALL 3" REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY STD. DWG. NO. W-11 INSTALL 12"-90° D.I.P. ELBOW
INSTALL 24" STEEL CASING PIPE PER CITY STD. DWG. NO. W-26 INSTALL CONCRETE BLANKET PER APWA STD. DWG. NO. 225-2
INSTALL 1.5" POTABLE COPPER SERVICE AND 1" METER INSTALLATION PER CITY STD. DWG. NO. W-4 INSTALL 12" x 8" D.I.P. CROSS
INSTALL 18"x8"x18" D.I.P. TEE
42 EA 1
43 INSTALL 3" POTABLE COPPER SERVICE AND 2" METER INSTALLATION PER CITY STD. DWG. NO. W-8 EA 2 44 REMOVE BLIND FLANGE AND JOIN WATER MAIN EA 3
45 INSTALL 12" - 11.25° D.I.P. ELBOW EA 6
46 INSTALL 1.5" REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY STD. DWG. NO. W-11 EA 1 47 INSTALL 18"x12"x18" D.I.P. TEE EA 1
48 INSTALL 18" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 EA 6 49 REMOVE AND REPLACE EXISTING AC PAVEMENT OVER BASE IN KIND PER CITY STD. DWG. NO. W-30 SF 599 50 EA 1
FERNCO COUPLING TO JOIN PVC PIPE TO VCP PIPE AT WYE
INSTALL 12" EXTRA STRENGTH VCP SEWER MAIN PER CITY STD. DWG. NO. S-15 INSTALL 8" REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY STD. DWG. NO. W-11
FOR INTERIM INTERCONNECT BETWEEN POTABLE AND NON-POTABLE WATER SYSTEMS INSTALL 2" POTABLE COPPER SERVICE AND METER BOX INSTALLATION PER CITY STD. DWG. NO. W-7 (FUTURE 1.5" METER BY OTHERS)
REMOVE & RELOCATE EXISTING 1" AIR & VACUUM VALVE ASSEMBLY
MAINTAIN EXISTING CONNECTION TO WATER MAIN
52 INSTALL 8"-90° D.I.P. ELBOW EA 2
1A INSTALL 12" CLEAN-OUT PER CITY STD. DWG. NO. S-12 EA 1 623
APEX STREET
SEE SHEET NO.4
WILSON STREET
SEE TR. 37298 OFF-SITE WATER PLAN
ATWELL
APEX STREET
STA. 10+53.00 TO 20+12.99
10 11 12 13 14 15 16 17 18 19 20
3 1"=40' GRAPHIC SCALE
0 20 40 80 160
CURVE TABLE
CURVE DELTA R L T
C1 16°45'05" 850.00' 248.51' 125.15'
LINE BEARING DISTANCE
L1 N 01°28'49" E 111.10'
LINE TABLE
MATCHLINE ~ 20+12.99 EC
C2 16°45'05" 867.00' 253.48' 127.65'
C3 16°45'05" 825.00' 241.20' 121.47'
L2 283.14'
L3 282.24'
L4 711.48'
N 01°28'49" E
N 01°28'49" E
N 01°28'49" E
5 8
3 CONSTRUCTION NOTES:
INSTALL 12" SDR 26 PVC SEWER MAIN PER CITY STD DWG. NO. S-15 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3
ADJUST MANHOLE COVER TO GRADE PER CITY STD DWG. NO. S-5 19 INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYTHYLENE 29 ADJUST VALVE COVER TO GRADE PER CITY STD DWG. NO. W-20 26 INSTALL FIRE HYDRANT PER CITY STD. W-18
1 INSTALL 8" SDR 26 PVC SEWER MAIN PER CITY STD DWG. NO. S-15 11 INSTALL SEWER SEWER MAIN CAP
L5 N 88°31'11" W 80.00'
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. W-19
36 INSTALL 24" STEEL CASING PIPE PER CITY STD. W-26
ENCASEMENT PER CITY STD. DWG. NO. W-31
24 APEX STREET
INSTALL 12"-45° D.I.P. ELBOW
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 03 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:03:51 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 02:08:54 PM Author:---- Last Edit: 07.01.2019 02:08:54 PM By: Station166
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
2585
2575
2565 SEE SHEET NO.4 MATCHLINE ~ 20+12.99 EC
L6 N 88°31'11" W 80.00'
32 REMOVE EXISTING FIRE HYDRANT
2590
2585
2575
2565
2590
10 50 REMOVE & RELOCATE EXISTING 1" AIR & VACUUM VALVE ASSEMBLY. 27 INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY
PER CITY STD. DWG. NO. W-15
MAINTAIN EXISTING CONNECTION TO WATER MAIN.
INSTALL 12" EXTRA STRENGTH VCP SEWER MAIN
PER CITY STD DWG. NO. S-15
*
CONTRACTOR TO FIELD VERIFY
EXISTING LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION
44 REMOVE BLIND FLANGE AND JOIN WATER MAIN 2590
10 11 12 13 14 15 16 17 18
19 20
N 1°28'49" E
5 20+12.99 CL M.H. #4
8 20+12.99 EC
ST./ WAT 17' 25' 7' 17+64.48 BC ST./ WAT
L4 15'
19 C3
C2
19 14+82.24 CL M.H. #217+64.48 CL M.H. #3
10 N 88°31'11" W
19 3 116' 58' 32' 26' 58' 32' 26'
L1 17' L2 L3 25' 7' 15'
19 3
105'
48' 57'
105'
48' 57' EXTENDED DETENTION
BASIN BMP #3
5 811+99.10 CL M.H. #1
5 8
5 8 17+39.18 F.H.
29 11+16.00 F.H.
29 10+80.00
25681.43 INV11 S=0.0151
END SEWER
1 L5 16+47.3228
PROP. TR. BNDRY
PROP. R/W PROP. R/W
LOT 4
LOT 5
SCHOOL SITE
26 26 14+16.00 F.H.
29 26
36 3 10+53.00 EX. HOSPITAL 8" SS
29 16+45.32 10+88.00 =36+31.00 WILSON STREET 9+83.94 APEX STREET CL INT. =36+56.00 CONST. CL WILSON STREET 10+08.00 APEX STREET CL INT. BEGIN SEWER EX. 18" CML&C
WATER MAIN BEGIN WATER
10+80.00 2572.28 INV 11
END SEWER S=0.0337
1 L6 116' 58' 32' 26' 58' 32' 26' 16' 24' 24'
PROP. R/W
32 12" SS
12" WAT 12" WAT
12" WAT 8"SS8"SS 16+75.72 16+79.89 45° VERT. BEND
24 24
VACANT
(ATWELL)
TTM. NO. 37389
PA 9B
C1
12" SS
12" SS 10+66.36
50 4
C 16+39.5027
PROPOSED RAISE MEDIAN
L
CL
CL RELOCATE A/V 18" SD
24 16+41.5024 48" SD
EX. 4" GAS
EX. 2" GAS
EX. TELE
EX. 2" FIBER OPTIC
EX. 24" SD BLOW-OFF A/V 30" SD 36" SD 8" SS 12" SS
PROPOSED 12" SEWER
PER TR. NO. 37298-1
OFFSITE IMP. PLAN
EX. 12" WATER PER TR. 37298-1
OFFSITE WATER PLAN
44 45° VERT. BEND 45° VERT. BEND 45° VERT. BEND
PA 20 14+82.24 2586.05 RIM EL 2594.44 RIM EL 20+12.99 2589.38 RIM EL 17+64.48 CL M.H. #3 14+80.24 2570.39 INV(S) 14+84.24 2570.59 INV(N) 17+62.48 2577.19 INV(S) 17+66.48 2577.39 INV(N) 20+10.99 2583.09 INV(S) 20+14.99 2583.29 INV(N) S=0.0237
S=0.0228 11+97.10 2569.35 INV(S) 12+01.10 2569.55 INV(N) 17+64.48 BC 2584.78 INV20+12.99 EC 2589.54 INV 2580.92 RIM EL 11+99.10 CL M.H. #1 CL M.H. #4 CL M.H. #2 S=0.0237
PROP. FS @ ST. CL
PROP. FS @ ST. CL
2577.49
INV(W) 8" SEW 12+09.10 SEW X-ING 36" SD 2571.02 BOP SD 2570.66 TOP SEW 16+60.52 SEW X-ING 18" SD 2581.58 BOT SD 2579.58 TOP SEW 10+92.38 SEW X-ING 30" SD 2570.66 BOP SD 2570.12 TOP SEW 12+09.10 WAT X-ING 36" SD 2574.74 TOP SD 2575.97 BOT WAT S=+0.0118 16+45.32 GB 45° ELBOW 2579.45 INV 16+75.72 GB 45° ELBOW 2579.57 INV S=+1.0000
S=+0.0040
S=0.0118 S=-1.0000
22.40 LF
24" PIPE
CASING
S=0.0030 10+88.00 JOIN SEWER 2567.37 INV(N)
S=0.0191
S=0.0191 11+28.00 LP 2574.50 INV
S=0.0228 10+53.00 JOIN WATER 2575.63 INV
S=0.0030
S=0.0129 EX. 8" SS
EX. 18" W
*
* (2574.1) TOP
(2570.18) INV
EX. 2" FIBER OPTIC
EX. 4" GAS (2574.42) INV.
(2575.0) TOP
INV(W) 8" SEW 2569.65
L=168.39' RESTRAINED JOINTS
S=0.6032
S=0.0040
S=0.0030 10+38.00 SEW X-ING 48" SD 2570.70 BOP SD 2569.96 TOP SEW 11+16.00 F.H. 2574.66 INV 14+16.00 F.H. 2580.00 INV 17+39.18 F.H. 2584.44 INV S=0.0119
S=0.0290 1.807° VERT DEFL. 15+00.00 GB 2581.60 INV 19+04.11 GB 2586.36 INV 15+76.50 2577.29 INV 16+41.50 45° BEND 16+45.32 45° BEND 16+75.72 45° BEND 16+79.89 45° BEND 17+44.89 2584.75 INV L=22.4'
STEEL
CASING .407° VERT DEFL.0.916° VERT DEFL.
INSTALL 109.10 LF - 12" SDR 26 PVC SEWER INSTALL 279.14 LF - 12" SDR 26 PVC SEWER INSTALL 278.24 LF - 12" SDR 26 PVC SEWER
INSTALL 249.48 LF - 12" SDR 26 VCP SEWER 10+30.00 2568.85 INV(N) 2569.18
INV (W) 8" SEW
2568.65 INV (E) 12" SEW OFF-SITE 10+28.00 CL M.H. #3
S=0.0029 16+39.50 A/V 16+47.32 BLOW-OFF
L=90.86' RESTRAINED JONTS
INSTALL 959.99 L.F DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT 9+82.14 2570.18 INV
SAND CUSHION
INSTALL SAND CUSHION
INSTALL 10+73.00 2579.38 INV
12" SDR 26 PVC SEWER PER
TR. 37298-1 OFFSITE IMP. PLAN
624
APEX STREET
SEE SHEET NO.3
LANDMARK WAY
ATWELL
APEX STREET
STA. 20+12.99 TO 24+33.22
20 21 22 23 24
4 1"=40' GRAPHIC SCALE
0 20 40 80 160
CURVE TABLE
CURVE DELTA R L T
C1 19°27'40" 850.00' 288.71' 145.76'
20+12.99 EC MATCHLINE
SHEET 11 OF 19
SWIFT DRIVE
STA. 9+52.00 TO 11+89.00
SWIFT DRIVE
10 11 12
LINE BEARING DISTANCE
L1 N 15°16'16" W 126.52'
LINE TABLE
C2 15°41'02" 833.00' 228.02' 114.73'
C3 13°38'02" 875.00' 208.21' 104.60'
C4 6°09'17" 875.00' 93.99' 47.04'
LANDMARK WAY
SHEET 11 OF 19 SEE TR. NO. 37298-3
L2 N 15°16'16" W 126.52'
L3 214.00'
5 8
CONSTRUCTION NOTES:
INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3
ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 12 14 INSTALL 8" D.I.P. TEE
13 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20
19 INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE 29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20 24 INSTALL 12" BLIND FLANGE.
2 INSTALL 10" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 VERDE WAY L4 NORTH 200.00'
ENCASEMENT PER CITY STD. DWG. NO. W-31
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 04 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:50:55 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 02:06:59 PM Author:---- Last Edit: 07.02.2019 11:50:39 AM By: Jchu
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
NORTH
1 SITE PLAN REVISIONS: REV. PROFILE FOR SEWER
INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
35 INSTALL 1" POTABLE COPPER SERVICE AND METER INSTALLATION 7 INSTALL 4" SDR 26 PVC SEWER LATERAL PER CITY STD. DWG. NO. S-22 2590
2580
2600 SEE SHEET NO.3 MATCHLINE 20+12.99 EC
26 INSTALL FIRE HYDRANT PER CITY STD. W-18
2610
2590
2580
2600
2610
39 2600
2610
2620
2600
2610
2620
INSTALL 8" REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY STD.
DWG. NO. W-11 FOR INTERIM INTERCONNECT BETWEEN POTABLE AND NON-POTABLE WATER SYSTEMS.
3 INSTALL 12" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 10 INSTALL 12" EXTRA STRENGTH VCP SEWER MAIN
PER CITY STD DWG. NO. S-15
18 INSTALL 8" BLIND FLANGE.
52 INSTALL 8"-90° DIP ELBOW.
11 INSTALL SEWER MAIN CAP
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. DWG. NO. W-19 L5 NORTH 23.00'
PROPOSED INTERIM INTERCONNECT FOR NON-POTABLE WATER TO
POTABLE WATER SYSTEMS. TO BE DISCONNECTED WITH COMPLETION
OF CONSTRUCTION OF PERMANENT INTERCONNECT (AND BACK BONE INFRASTRUCTURE) LOCATED AT THE FOOTHILL WEST RESERVOIR.
PER CITY STD. W-4 47
20 21
22 23
24 24
CL
CL M.H. #5
20+12.99
116' 58' 32'
26'
58' 32'
26'
92'
46' 46'
14' 32' 32' 14'
25'
17'
7'
7' 6'
N 15°16'16" W N 90°00'00" E
C1
C3
C2
19 19
3 23+66.06 APEX STREET =47+98.98 LANDMARK WAY CL INT.
21+39.51 BC
ST./ WAT
20+12.99 EC
ST./ WAT
CL M.H. #6
21+39.51
L1
L2
19 10
C4 23+41.78 APEX STREET =47+74.26 LANDMARK WAY 23+72.19 APEX STREET =48+15.92 LANDMARK WAY CL M.H. #7 5 8
5 8 24+33.22 END WATER
24 5
8 PROP. TR. BNDRY
20+48.99
F.H.
25'
2926
8" NON-PORTABLE WATER
PER SEPARATE PLAN
22+84.63 2220 29
12 LOT 5
SCHOOL SITE
VACANT
(ATWELL)
TTM. NO. 37389
PHASE 3
PA 20
12" WAT
12"SS
12"WAT
2607
2606
2605
PROP. R/W
2X 3X
LOT
'T'
52 39
12"SS
11 40 41 42
LC
CL
LC 15 16
L3
10+00.00 SWIFT DRIVE
=40+68.08 LANDMARK WAY
CL INT. 70' 35' 35' 20' 20' 10' 10' 10' 18'
56'
28' 28'
10' 18' 18' 10'
11' 6'
92'
46' 46'
14' 32' 32' 14'
7'
12 10
9 52
12+00.00 SWIFT DRIVE
=15+24.70 VERDE WAY
CL INT.
56'
28' 28'
10' 18' 18' 10' N 90°00'00" E
NORTH N 90°00'00" E
09+52.00 SWIFT DRIVE 11+89.00 SWIFT DRIVE
=15+06.70 VERDE WAY14
29 13
PROP. R/W
PROP. R/W 25'
49 7'
12 12
2 7
35 TRACT BOUDARY
TRACT BOUDARY
PA 20
TR. NO. 37289-3
3X
3X
10" SS
PA1B
11 14+69.70
11 15+79.70 15+79.70 2918
26 14+69.70 LOT 5 18
SCHOOL SITE
8" WAT
LOT
'T'
LOT
'S'
12 2928
L5
=40+50.08 LANDMARK WAY
7 2594.44 RIM EL 20+12.99 2597.68 RIM EL 21+39.51 23+72.19 2603.21 RIM EL 21+37.51 2586.33 INV(S) 21+41.51 2586.53 INV(N) 23+70.19 2591.87 INV(S) 23+41.78 GB S=0.0210 24+33.22
S=0.0210
S=0.0290
12" SEW
2592.17 INV(W)
PROP. FS @ ST. CL CL M.H. #5 CL M.H. #6
S=0.0248
S=0.0238 20+48.99 F.H. 2590.41 INV
RESTRAINED JOINTS L=40'
L=30' RESTRAINED JOINTS 21+31.62 2592.78 INV 21+46.62 2593.21 INV 21+61.62 2593.53 INV 12" FLANGE 2599.59 INV 0.375 VERT DEFL. 22+64.63 2595.96 INV 22+84.63 12"x12"x12" TEE 2596.40 INV 23+04.63 2596.83 INV L=40' RESTRAINED JOINTS 23+21.78 2597.13 INV 12"x12"x12" TEE 2597.56 INV 23+61.78 2697.99 INV INSTALL 122.52 LF
INSTALL 224.02 LF - 12" EXTRA STRENGTH VCP SEWER
12" SDR 26 PVC SEWER
INSTALL 420.23 L.F DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT PROP. FS @ PIPE. CL
S=0.0193 S=0.0040 12"x8" TEE 09+75.00 8" TEE 11+89.00 2606.80 INV 11+00.00 GB 2606.44 INV 8" WATER 2604.90 INV 10+32.00 GB 2605.13 INV 1.09° VERT BEND 0.859 VERT BEND RESTRAINED JOINTS L=22' 10+21.00 2605.13 INV 10+43.00 2605.34 INV10+89.00 2606.23 INV 11+11.00 2606.48 INV L=22' RESTRAINED JOINTS
L=24' RESTRAINED JOINTS 11+65.00 2606.70 INV BLOW-OFF 2605.13 INV S=0.0040 9+52.00
INSTALL 235.00 L.F DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT 2604.73 INV-12" 2604.90 INV-8" S=0.0100
625
ATWELL DRIVE
ATWELL
ATWELL DRIVE
STA. 11+10.00 TO 20+42.28
15 16 17 18 19
1"=40' GRAPHIC SCALE
0 20 40 80 160
14 20
5 CURVE TABLE
CURVE DELTA R L T
C1 35°48'18" 750.00' 468.69' 242.28'
LINE BEARING DISTANCE
L1 N 89°49'30" E 317.47'
L2 80.14'
LINE TABLE
C2 35°48'18" 775.00' 484.31' 250.36' N 89°49'30" W
CONSTRUCTION NOTES:
19 20 INSTALL 12" BUTTERFLY VALVE PER CITY STD. W-20
22 INSTALL 12"x8"x12" D.I.P. TEE
LANDMARK WAY
SHEET 10 OF 19
L3 N 54°22'12" W 65.99'
26 INSTALL FIRE HYDRANT PER CITY STD. W-18
11 12 13
HIGHLAND SPRINGS AVENUE
SEE TR. 37298-1 OFF-SITE WATER PLAN
INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 05 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:06:09 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 06:12:11 PM Author:---- Last Edit: 07.02.2019 09:07:12 AM By: Station178
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
2630
2620
2610
L4 N 01°28'49" W 58.17'
29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20 12 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO. W-31
LINE "A-1"
2620
15 13 INSTALL 8" GATE VALVE PER CIT STD. DWG. NO. W-20
27 INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CITY STD. DWG. NO. W-15 44 REMOVE BLIND FLANGE AD JOIN WATER MAIN
1 PROPOSED BUTTERFLY VALVE. ULTIMATE
WESTERLY LIMITS OF THE FOOTHILL WEST ZONE.
VALVE TO REMAIN OPEN UNTIL STARLIGHT AVENUE
WATER INTERCONNECT FACILITY IS OPERATIONAL.
NOTES
FUTURE RICHLAND DRIVE
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. DWG. NO. W-19 18 INSTALL 8" BLIND FLANGE
11 12
13 14
15 CL
CL 10+00.00 CL ATWELL DRIVE =28+61.55 HIGHLAND SPRINGS AVE. CL INT. 14+39.05 ATWELL DRIVE =15+26.83 RICHLAND DR. CL INT.
N 89°49'30" W
C1 C2
18 17 16 15 14
12 11 10 9
8 7
PROP. R/W
PROP. R/W
PROP. R/W
L2
19 19
19 PROP. R/W 15+07.61 BC
L3
19+76.30 EC =31+25.43 LANDMARK WAY 20+42.28 ATWELL DRIVE 15+99.44 F.H. 26 29
18+20.09
F.H.
26 29
14+27.47 ATWELL DRIVE
=15+01.36 RICHLAND DR.
6 13+74.50 F.H.
26 29
19 12+42.00 AIR & VACUUM VALVE
27 28+36.55 HIGHLAND SPRINGS AVENUE =10+53.00 ATWELL DRIVE 20 22
L1
13 29
L4
14+43.36
18 12 PROP. 12" BCVWD WATER PER SEPARATE OFF-SITE PLAN
PROP. 12" WATER PER SEPARATE PLANS (MNZ)
LOT 2
CL INT. 20+67.29 ATWELL DRIVE =30+00.48 LANDMARK WAY
LINE "L-1"
SEE SHEET 17 FOR PLAN AND PROFILE
12"WAT
N 54°22'12" E
12"WAT
LOT "W"
12"WAT
12"WAT
PA 2
TR. 37298
LINE "A-1"
SEE PROFILE HEREON 11+10.00 BLOW-OFF
28 PA 3
2x 3x
PROP. CURB & GUTTER PROP. CURB & GUTTER EX. ELEC.
1 LOT "X"
LOT "Y"
116' 58'
58'
26'
32'
32'
26'
25'
7' 116' 58' 58' 26' 32' 32' 26'
92' 46'
46'
14'
32'
32'
14' EX. CATV EX. SCE ENCASEMENT EX. 8" GAS (2x)
44 PROP. 24" SD BEGIN WATER
PROP. 12" WATER PER
TR. NO. 37298-1 OFFSITE PLANS
30 31
32 33
10 11 12 13 14 15
16 17
18 19
20 20
S=0.0100 S=0.0100
S=0.0162
PROP. FS OVER PIPE
PROP. FS @ ST. CL
INSTALL 947.91 LF 19+99.56 WAT X-ING 24" SD 2614.71 INV WAT 2613.71 TOP -24" SD 1.15° VERT DEFL. 2622.85 INV 13+74.50 F.H. 2621.55 INV 0.37° VERT DEFL. 2616.28 INV 15+99.44 F.H. 2619.70 INV 18+20.09 F.H. 2616.97 INV 12"TEE 10+53.00 2620.94 INV 14+27.47 2621.00 INV 12"TEE 20+42.28 ATWELL DR. 2614.28 INV RESTRAINED JOINTS 68.00 LF 11+21.00 2621.62 INV
40.00 LF RESTRAINED JOINTS
68.00 LF RESTRAINED JOINTS 19+74.35 2615.03 INV 12" TEE 14+07.47 2621.20 INV 14+47.47 2620.80 INV 15+07.61 BC/GB 2620.20 INV 19+76.30 EC 2615.00INV S=0.0097 11+10.00 4" BLOW-OFF 2621.51 INV 12+42.00 2622.83 INV AIR-VAC 0.35° VERT DEFL. 2614.86 INV S=0.0101
PROP. FS OVER PIPE
PROP. 12" WATERJOIN
PER TR. 37298-1
OFFSITE IMPROVEMENT PLANS
(S=0.0100)
12+44.18 HP/GB 0.02° VERT DEFL. 19+00.00 19+85.00 =31+25.43 LANDMARK WAY 12" DIP (CLASS 350) WATER
WITH V-BIO POLYETHYLENE ENCASEMENT 14+43.36 RICHLAND DRIVE 2618.97INV 8" BLIND FLANGE 14+27.47 ATWELL DRIVE 2621.17 INV-8" =15+01.36 RICHLAND DR. 2621.00 INV-12" 14+76.24/GB
S=0.0050 1.55° VERT DEFL. 2621.08 INV
PROP. FS OVER PIPE
INSTALL 58.17 LF 8"
DIP (CLASS 350) WATER WITH
V-BIO POLYETHYLENE ENCASEMENT
24.00 LF RESTRAINED JOINTS 14+19.36 2620.59 INV
S=0.0320
626
MEADOWLINE WAY ATWELL MEADOWLINE WAY STA. 10+97.00 TO 20+00.00 11 12 13 14 15 1"=40' GRAPHIC SCALE 0 20 40 80 160 10 16 17 18 19
SEE SHEET NO.7 MATCHLINE 20+00.00
6 HIGHLANDS SPRINGS AVENUE
OAK VALLEY PARKWAY CURVE TABLE CURVE DELTA R L T C1 26°06'08" 1200.00' 546.48' 278.17' LINE BEARING DISTANCE L1 LINE TABLE L3 N 89°49'48" W 65.53' L4 N 72°59'15" W 61.67' L5 C2 13°03'30" 1175.00' 267.80' 134.48' C3 05°57'05" 1175.00' 122.05' 61.08' CONSTRUCTION NOTES: 13 INSTALL 8" GATE VALVE PER CITY STD. W-20 181920 INSTALL 12" BUTTERFLY VALVE PER CITY STD. W-20 22 INSTALL 12"x8"x12" D.I.P.TEE 28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. W-19 20 INSTALL 8" BLIND FLANGE 26 INSTALL FIRE HYDRANT PER CITY STD. W-18 N 63°43'40" W 228.61' L2 N 89°49'48" W 110.62' 1 INSTALL 8" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-158 ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-55 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3 N 63°43'40" W 228.61' C4 04°09'27" 1187.00' 86.13' 43.09' C6 14°33'01" 1214.00' 309.00' 155.34' C5 14°33'55" 1214.00' 308.62' 155.14' INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO. W-31 PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 06 PP.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:06:51 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.02.2019 10:48:10 AM Author:---- Last Edit: 07.02.2019 10:52:23 AM By: Station178 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 19 ON-SITE SEWER AND WATER IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1 S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-20 DATE 7-1-19 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: SENIOR CIVIL ENGINEER LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE 2670 2660 2650 2680 2660 2650 2640 2670 SEE SHEET NO.7
MATCHLINE
20+00.00 29 ADJUST VALVE COVER TO GRADE PER CITY STD. W-20 L6 N 21°11'55" W 48.19' L7 N 00°10'12" E 46.00' SEE TR. 37298-1 OFF-SITE WATER PLAN 893.96 LF 12” DIP (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT AND CATHODIC PROTECTION 1A INSTALL 12" CLEAN-OUT PER CITY STD. DWG. NO. S-12 1 PROPOSED BUTTERFLY VALVE. ULTIMATE WESTERLY LIMITS OF THE FOOTHILL WEST ZONE. VALVE TO REMAIN OPEN UNTIL STARLIGHT AVENUE WATER INTERCONNECT FACILITY IS OPERATIONAL. NOTES 7 INSTALL 4" SDR 26 PVC SEWER LATERAL PER CITY STD. DWG. NO. S-22 21 INSTALL 12" D.I.P. TEE 45 INSTALL 12" - 11.25° D.I.P. ELBOW 44 REMOVE BLIND FLANGE AND JOIN WATER MAIN L8 12.86' L9 22.42' L10 N 00°10'12" E 46.00' N 89°49'48" W N 89°49'48" W 24 INSTALL 12" BLIND FLANGE 27 INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CITY STD. DWG. NO. W-15 12 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO. W-31 34 INSTALL 12" - 90° D.I.P. ELBOW 2673
2672
50 51 52 53 DW
SD 19
10+00.00 MEADOWLINE WAY
=52+27.20 HIGHLAND SPRINGS AVE. PA 17
CL INT.
17+48.84 MEADOWLINE WAY =10+00.00 FUTURE STREET CL INT. VACANT (ATWELL) TTM. NO. 37390 70'
35'
35' 20'
20'
10'
10'
10' N 89°49'48" W 17+30.46 MEADOWLINE WAY
=09+74.86 FUTURE STREET
18+55.10 EC 13202229 L1 L2
C1
19 19
12 18
C2
C3
L4 PROP. TR. BDRY
PROP. TR. BDRY
PROP. R/W
PROP. R/W
12+02.00
GB/ H.P. 27
EX. 30" GAS
N 63°43'40" W
16+89.07
F.H.
E
E EXIST. BCVWD 16" EXIST. BCVWD 16" WATER
EX. CATV
EX. ELEC.
14+56.97
11.25° ELBOW 45
13+95.50
11.25° ELBOW 45
13+68.00
F.H. PROP. GAS
18+55.10
8 CL M.H. #325
13+50.00 GB
15+49.67
8 CL M.H. #335
19+35.00
F.H.
29 26
1 1 L3 C5
C6
L5 C4 GAS VALVE STATION 8" NON-POTABLE WATER PER SEPARATE PLAN PROPOSED INTERCONNECT BUILDING PER SEPARATE PLAN 10+73.19
END WATER
28 29
L6 12 19 L7
12+07.62 202129 17+37.61 MEADOWLINE WAY
=09+74.86 FUTURE STREET 13202229
13+08.42 8
CL M.H. #34 5
29 26
PROP. 12" WATER (MNZ) PER SEPARATE PLANS PROP. 12" WATER PER SEPARATE PLANS 2629 12+42.90 202129
10+50.00 MEADOWLINE WAY
=52+14.20 HIGHLAND SPRINGS AVE. LINE "L-2" SEE PROFILE ON SHEET 13 LINE "L-3" SEE PROFILE ON SHEET 13LOT 1 COMMERCIAL SITE 8"SS 12"WAT 8"SS
12"WAT
8"SS
12"WAT 12"WAT PROP. 12" BCVWD (2850) NON-POTABLE WATER MAIN 12+15.951A 16" NONPOTABLE WATER LOT "BB" 19 3x3x7 2x 2x FOOTHILL WEST ZONE (2822) 116'
58' 58'
26' 32' 32' 26'
7' 25'
30' 14'
116'
26'
32'
30'
28'
7'
25'
14'
GLE-FAMILY RESIDENTIAL 10 11 12 13 14
15 16
17 18
19 20 151' 80' 71' 48' 32' 57' 14' 89' 32' 57'
100'
41'
31'
10+97.0044
1 L9 L8
L10LINE "M-10" SEE PROFILE ON SHEET 19 LINE "M-11" SEE PROFILE ON SHEET 19 LINE "L-4" SEE PROFILE ON SHEET 19 19 EXIST. 16.5' GAS EASEMENT 19 PROP. 12" BCVWD (2850) WATER MAIN PER SEPARATE PLANS 18 24 34 3x3x PER SEPARATE PLANS
12+20.48292120 13+04.8424 13+09.84
12+66.48 24
12+53.62
2666.1 INV
18+55.10 EC
2654.94 INV/ GB
12"x12" TEE
17+30.46 GB
2657.58 INV-12"
13+08.42 BC
2667.62 INV
S=0.0202
S=0.0306
S=0.0040
S=0.0126 PROP. 12" WATER
10+97.00 GB
REMOVE BLIND FLANGE
S=0.0201
13+50.00 GB
2667.45 INV
2659.54 RIM EL
18+55.10 CL M.H. #32
667.05 RIM EL
15+49.67 CL M.H. #33
13+06.42
2663.96 INV(W)
13+10.42
2663.76 INV(E)
13+95.50
2666.08 INV
11.25° HORIZ ELBOW
14+56.97
2664.19 INV
S=0.0264
12" x8"x12" TEE
17+37.61
2657.44 INV-12"
12" TEE
12+07.62
2668.02 INV
12+02.00
AV
11+7..56
WAT X-ING 12" NON-POTABLE WAT
2667.64 BOP WAT
2666.08 TOP 12" NON-POTABLE WAT
14+77.39
WAT X-ING 8" NON-POTABLE WAT
2664.09 BOP WAT
2662.32 TOP 8" NON-POTABLE WAT
PROP. FS @ ST. CL
1.52° VERT DEFL. RESTRAINED ALL JOINTS RESTRAINED L=212.90 LF ALL JOINTS
1.920° VERT DEFL.
12" TEE
12+42.90
2667.88 INV
12+62.90
2667.80 INV L=20'
16+89.07
FH
2658.65 INV
17+10.03
2658.11 INV
17+58.03
2657.04 INV L=47' RESTRAINED JOINTS
0.34° VERT DEFL. L=20' L=20'
13+08.42 CL MH INT. #34
2672.68 RIM EL
12+15.95
CLEANOUT
2664.41 INV
2666.63 INV L=12 LF
14+50.97
2664.37 INV
14+62.97
2664.04 INV RESTRAINED ALL JOINTS L=12 LF
13+89.50
2666.26 INV
14+01.50
2665.90 INV
13+68.00
F.H.
2666.91 INV
19+35.00
F.H.
2652.63 INV
15+47.67
2658.68 INV(W)
13+10.42
2658.48 INV(E)
18+53.10
2651.09 INV(W)
18+57.10
2650.89 INV(E)
S=0.0050
S=0.0212
S=0.0242
S=0.0161
88.98 LF
8" SDR 26 PVC SEWER
240.06 LF 8" SDR 26 PVC SEWER
305.00 LF 8" SDR 26 PVC SEWER
224.61 LF 8" SDR 26 PVC SEWER
2652.03 INV
AND JOIN EXISTING
2673.08 RIM EL
11.25° HORIZ ELBOW
2657.75 INV-8"
0.23° VERT DEFL.
(S=0.0100)
10+50.00 "L-5"
=52+14.71 HIGHLAND SPRINGS AVE.
2666.16 INV
0.15° VERT DEFL.
11+77..56
WAT X-ING 12" WAT
2667.78 BOP WAT
2666.08 TOP 12" WAT MOUNTAIN NORTH ZONEFOOTHILL WEST ZONE INSTALL
INSTALL
INSTALL
INSTALL PROPOSED 12" WATER PER TR. NO. 37298-1 OFFSITE PLANS 2657.61 INV-8"
627
MEADOWLINE WAY
ATWELL
MEADOWLINE WAY
STA. 20+00.00 TO 28+46.54
20 21 22 23 24
1"=40' GRAPHIC SCALE
0 20 40 80 160
25 26 27
SEE SHEET NO.6 MATCHLINE 20+00.00
7 LANDMARK WAY
SHEET 8 OF 19
21 INSTALL 12" D.I.P. TEE
CONSTRUCTION NOTES:
12 19
20 INSTALL 12" BUTTERFLY VALVE CITY STD. DWG. NO. W-20
29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20
CURVE TABLE
CURVE DELTA R L T
C1 14°52'27" 1800.00' 467.29' 234.96'
C2 00°24'51" 1825.00' 13.19' 6.60'
C3 14°02'22" 1825.00' 460.59' 231.52'
LINE BEARING DISTANCE
L1 228.61'
LINE TABLE
N 63°43'40" W
L4 N 11°23'53" E 97.00'
L2 N 78°36'07" W 66.97'
L3 N 78°36'07" W 228.58'
28 29 30
18 INSTALL 8" BLIND FLANGE
24 INSTALL 12" BLIND FLANGE
26 INSTALL FIRE HYDRANT PER CITY STD. W-18
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. W-19
1 INSTALL 8" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 5 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3
8 ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 L5
L6
L7
L8
L9
N 63°43'40" W 83.71'
N 51°00'47" W 47.29'
N 78°36'07" W 37.91'
N 78°36'07" W 52.06'
N 11°23'53" E 69.00'
C4 06°39'41" 1797.00' 208.93' 104.58'
INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYTHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYTHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 07 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:07:30 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.02.2019 07:55:40 AM Author:---- Last Edit: 07.02.2019 08:32:32 AM By: Jchu
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
SEE TR. 37298-2
ON-SITE SEWER PLAN
2645
2635
2655 SEE SHEET NO.6 MATCHLINE 20+00.00
15 INSTALL 8"-45° D.I.P. ELBOW
37 INSTALL CONCRETE BLANKET PER APWA STD. DWG. NO. 225-2 13 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20
22 INSTALL 12"x8"x12" D.I.P. TEE
843.99 L.F.
12” DIP (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT AND CATHODIC PROTECTION 2640
2630
2650
IDENTICAL
IDENTICAL
2 INSTALL 10" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 11 INSTALL SEWER MAIN CAP
27 INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CITY STD. DWG. NO. W-15 39 INSTALL REDUCED DOUBLE CHECK BACKFLOW ASSEMBLY PER CITY STD. DWG. NO. W-11 45 INSTALL 12"-11.25° D.I.P. ELBOW
52 INSTALL 8"-90° D.I.P. ELBOW
FOR INTERIM INTERCONNECT BETWEEN POTABLE AND NON-POTABLE WATER SYSTEMS
PROPOSED INTERIM INTERCONNECT FOR NON-POTABLE WATER TO
POTABLE WATER SYSTEMS. TO BE DISCONNECTED WITH COMPLETION
OF CONSTRUCTION OF PERMANENT INTERCONNECT (AND BACK BONE INFRASTRUCTURE) LOCATED AT THE FOOTHILL WEST RESERVOIR. (FUTURE) OPAL STREET
LINES "M-12" & "M-13"
10 11 2645 2640
2645 2645 2640
2640 2645SD
SD
CL
CL
20 21
22 23
24 25
26 27
28 CL
CL
CL
10 11 12
LC
11 12 13
70'
35' 35'
20' 20' 10' 10'
10'
26+63.00
F.H.
21+21.38 MEADOWLINE WAY =10+00.00 LANDMARK WAY CL INT.
26+28.97 MEADOWLINE WAY =10+00.00 FUTURE STREET CL INT. 92'
46' 46'
32' 32' 14'
14'
25'
17 18
19 20 21
22 23
16 92'
46' 46'
32' 32' 14' 14' 14'
25'
20+96.72 MEADOWLINE WAY =10+24.83 LANDMARK WAY
20+83.71 BC
ST./ WAT
21 20
26+17.97 MEADOWLINE WAY
292220 =09+75.00 OPAL STREET
12 19
19 19
19 19
PROP. TR. BDRY
PROP. R/W
PROP. TR. BDRY
PROP. R/W
END WATER
28+46.54
24 21+88.94
F.H.
26 29
25+51.00 EC
ST. / WAT
26 29
1 1
1 2
25+51.00 CL M.H. #28
23+39.20
CL M.H. #29
8 5
=12+04.82 LINE "N" 25+88.91 MEADOWLINE WAY
8 5
26+40.97 CL M.H. #27 5
21+29.92 CL M.H. #30
8 5
20+83.71 CL M.H. #31
8 5 24+29.00 F.H.
26 29
8 5
PROP. 30" GAS
EX. 30" GAS TO
8 PROPOSED 8" NON-POTABLE
FOR INTERIM INTERCONNECT BETWEEN POTABLE AND
NON-POTABLE WATER SYSTEMS
8" NON-POTABLE WATER
PER SEPARATE PLAN
23+80.00 MEADOWLINE WAY
13 20
22 29
29 8" NON-POTABLE WATER
PER SEPARATE PLAN
12"WAT
28+36.54 20
27+34.21
27+43.18
45 45 45 45
27+98.00
28+04.86
12 39
TTM. NO. 37390
VACANT
(ATWELL)
C1
C3
N 89°49'48" W
L1
N 78°36'07" W
L2
L3
L4
C2
L5
L6
C4
L7 L8
L9
12"WAT
12"WAT
8"SS
8"SS
8"SS 10"SS
TR. NO. 37298-2
LOT 1
COMMERCIAL
PA 17
SITE
2655
2660
27+30.21 28
BLOW-OFF
29 37
37 BEG. END
28+08.91 28
BLOW-OFF
29 27
27+94.00
PROP. 4' SQ. RCB
STORM DRAIN
PROP. 30" GAS
2 PROP. 24" SD
2 3x
2x
13 3x 2x
SEE NOTE AT BOTTOM LEFT BE RELOCATED
3x
3x
10+17.00 11
12 52
11.5'
LOT "N"
10+72.00
18 10+72.0011
17' 17'
14'
LINE "M-13"
SEE PROFILE HEREON
SEE PROFILE HEREON
LINE "M-12"
PA 1A
LINE "N"
SEE PROFILE ON SHEET 19
10+00.00 LINE "N"
CL MH INT
CL M.H. #27 12"x8"x12" TEE 26+17.97 2642.11 INV-12" END WATER 28+46.54 FLANGE 2641.24 INV 27+80.60 WAT X-ING 4'x4' RCB 2634.12 BOT 12" WAT 2636.40 TOP 4'x4' RCB S=0.0040 2648.02 RIM EL 25+88.91 CL M.H. #26 2648.62 RIM EL 25+51.00 CL M.H. #28 2647.19 RIM EL 26+40.97 CL M.H. #27 25+51.00 EC/GB 28+04.86 GB 11.25° VERT BEND 2640.73 INV RESTRAINED ALL JOINTS 25+97.97 26+63.00 FH2641.39 INV 27+30.21 4" BLOW-OFF 2640.31 INV 25+53.00 2638.77 INV(E) 25+49.00 2638.97 INV(W) 25+86.91 2638.51 INV(W) 25+90.91 2637.51 INV(E) 26+38.97 2638.70 INV(W)
47.19 27+98.00 GB 11.25° VERT BEND 2642.09 INV 27+34.21 GB 11.25° VERT BEND 2640.25 INV 27+43.18 GB 11.25° VERT BEND 2642.32 INV 28+08.86 BLOW-OFF 2647.41 INV 27+94.00 2" AIR-VAC 2647.41 INV 248.58 LF 2643.18 INV
S=0.0159 26+00.00 GB 2642.40 IN
S=0.0160
S=0.2308
S=0.2308
S=0.0042
S=0.0070
33.91 L.F.
8" SDR 26 PVC SEWER
S=0.0040
48.05 L.F.
8" SDR 26 PVC SEWER 0.25° VERT DEFL. 0.01° VERT DEFL. 2642.28 INV-8"
INSTALL
INSTALL
INSTALL CONCRETE BLANKET
INSTALL
SAND CUSHION 27+54.76 WAT X-ING 30" SD 2539.90 TOP - 30" SD 2642.04 INV - 12" WAT 25+85.01 WAT X-ING 10" SS 2642.64 BOP WAT 2639.06 TOP SS 12" TEE 20+96.72 2650.41 INV 20+83.71 BC 2651.28 INV S=0.0116
S=0.0116
PROP. FS @ ST. CL WAT X-ING 30" SD 26408.09 BOP WAT 2647.05 TOP SD 2652.01 RIM EL 23+39.20 CL M.H. #29 2655.36 RIM EL 21+29.92 CL M.H. #30 20+83.71 CL M.H. #31 2655.88 RIM EL 21+65.89 WAT X-ING 30" GAS 2649.87 BOP WAT 2647.80 TOP GAS
1.5'
25+51.00 EC/GB 12"X12"X8" TEE 23+80.00 2645.92 INV 24+00.00 WAT X-ING 8" RCW 2646.23 BOP WAT 2644.83 TOP 8" RCW 22+33.41 L=40.00 LF 20+76.90 21+16.45
RESTRAINED ALL JOINTS 23+60.27 21+88.94 FH 24+29.00 2678.97 INV FH2645.13 INV 20+81.71 2647.21 INV(W) 20+85.71 2647.01 INV(E) 21+27.92 2646.69 INV(W) 21+31.92 2646.49 INV(E) 23+37.20 2643.50 INV(W) 23+41.20 2643.30 INV(E) 2652.03 INV
L=40.00 LF
RESTRAINED ALL JOINTS 20+6.79 GB 2561.89 INV 0.49° VERT DEFL.
S=0.0146
204.93 L.F.
8" SDR 26 PVC SEWER
S=0.0074
43.29 L.F.
8" SDR 26 PVC SEWER
S=0.0209
207.45 L.F. 8" SDR 26 PVC SEWER
INSTALL
INSTALL
INSTALL 12"x8"x12" TEE 9+75.00 OPAL STRET =26+17.97 MEADOWLINE WAY 10+26.98 GB 2642.54 INV 0.63° VERT DEFL.
S=0.0160
S=0.0050 2647.12 RIM EL 26+40.97 MEADOWLINE WAY
PROP. FS @ ST. CL
LINE "M-12"
LINE "M-13" 10+72.00 INSTALL 8" BLIND FLANGE 2642.11 INV-12" 2642.28 INV-8" 2644.07 INV 10+05.00 2638.26 INV(N) CL M.H. #27 =10+03.00 OPAL STREET 10+72.00 2638.53 INV INSTALL SEWER CAP S=0.0040
67.00 LF
8" SDR 26 PVC SEWER
12" DIP (CLASS 350) WITH V-BIO POLYETHYLENE
L=97.00 LF
ENCASEMENT AND CATHODIC PROTECTION
WITH RESTRAINED JOINTS
26+17.97
12" WAT X-ING 8" NON-POTABLE WAT 2641.24 TOP - 8" NON-POTABLE WAT 2642.55 BOP - 12" WAT 10+02.96 WAT X-ING 8" SS 2642.64 BOP WAT 2639.06 TOP SS 9+82.95 WAT X-ING 30" GAS 2640.28 TOP GAS 2642.32 INV - WAT 628
LANDMARK WAY
ATWELL
LANDMARK WAY
STA. 10+24.83 TO 18+50.00
11 12 13 14 15
1"=40' GRAPHIC SCALE
0 20 40 80 160
10 16 17 18 SEE SHEET NO.9 MATCHLINE 18+50.00
8 EVENFALL DRIVE
SHEET 12 OF 19
MEADOWLINE WAY
SHEET 7 OF 19
CONSTRUCTION NOTES:
13 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20
19 20 INSTALL 12" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 22 INSTALL 12"x8"x12" D.I.P. TEE
27 INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY
CURVE TABLE
CURVE DELTA R L T
C1 01°40'09" 1000.00' 29.13' 14.57'
C3 16°12'40" 1025.00' 50.21' 25.11'
C4 46°80'24" 1000.00' 48.98' 24.50'
LINE BEARING DISTANCE
L1 142.05'
LINE TABLE
L2 293.83'
L3 7.00'
C2 01°40'09" 1025.00' 29.86' 14.93'
N 25°04'24" W
N 23°24'15" E
N 23°24'15" E
12 26 INSTALL FIRE HYDRANT PER CITY STD. DWG. NO. W-18
INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 08 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:08:25 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 02:25:59 PM Author:---- Last Edit: 07.01.2019 06:00:09 PM By: Station178
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
2660
29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20 SEE SHEET NO.9 MATCHLINE 18+50.00 2650
2640
L4 N 23°24'15" E 304.18'
L5 N 66°35'45" E 47.00'
2660
2650
2640
18 INSTALL 8" BLIND FLANGE
FUTURE DRIVE
23 INSTALL 12"-45° D.I.P. ELBOW
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. DWG. NO. W-19 PER CITY STD. DWG. NO. W-15
*
CONTRACTOR TO FIELD VERIFY
EXISTING LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION
12"WAT SD SD SD
2660 19 20 21 22
CL CL 11
CL
N 1°28'49" E C1
C2 C3
C4 N 23°24'15" E
L1 L2 L4
13 22
20 19 19
19 19 92' 46' 46' 32' 32' 14' 14' 25'
70'
35' 35'
10' 20' 10' 20' 10'
116'
58'
26' 32'
58'
32' 26'
16 15 14 13 12 11 10 9 8 7
26 29
26 29
12 13
22 7' 1035
29 29
L5
12"WAT 12"WAT
L3
20 LOT "N"
LOT "U"
LOT "O"
PA 7
LOT 1
COMMERCIAL SITE
TR 37298-2
TR 37298 8" WAT 12"WAT
PA 2A
PA 1A
54 55 10+00.00 LANDMARK WAY =21+21.38 MEADOWLINE WAY CL INT. 14+96.83 LANDMARK WAY =9+75.00 EVENFALL DRIVE 11+66.87 BC 11+96.0 EC 18+01.02 BC ST./ WAT ST./ WAT ST./ WAT 14+78.83 LANDMARK WAY =10+00.00 EVENFALL DRIVE CL INT.
PROP. R/W PROP. R/W PROP. R/W
PROP. R/W PROP. R/W
PROP. R/W 15+82.05 F.H. 13+06.22 F.H.
EX. GAS
EX. 30" GAS
PROP. 36" SD
2x
10' 18' 18' 10'
18 29
289+28.00 14+89.83 LANDMARK WAY =9+75.00 EVENFALL DRIVE 2x
SEE SHT. 12 FOR
PROPOSED 8" SEWER
2810+69.01
2710+81.08
29 10+24.83 LANDMARK WAY =20+96.72 GB MEADOWLINE WAY LINE "L-10" SEE PROFILE ON SHT. 19 2310+34.69 45° VERT. ELBOW
2310+39.89 45° VERT. ELBOW
2310+73.01 45° VERT. ELBOW
2310+77.08 45° VERT. ELBOW
TR 37298-1 92' 46' 46' 32' 32' 14' 14' 25' 7' 12"WAT
10 11 12 13 14 15 16 17 18 10+73.01 45° VERT. ELBOW 2644.89 INV 10+39.89 45° VERT. ELBOW 2645.06 INV 10+77.08 45° VERT. ELBOW 2648.96 INV 10+34.69 45° VERT. ELBOW 2650.25 INV 10+69.01 4" BLOW-OFF 2644.91 INV CL INT. 12" TEE 10+24.83 LANDMARK WAY =20+96.72 MEADOWLINE WAY 2644.89 INV 10+51.14 WAT X-ING EX. 30" GAS ( 2647.50 INV) - EX. 30" GAS 2646.00 TP - 12" WAT 10+81.08 2" AIR-VAC 2648.92 INV 11+66.87 BC 2648.04 INV 11+96.01 EC 2647.74 INV 12+00.00 GB 2647.70 INV 0.56° VERT. DEFL.
S=0.0103
S=0.0050
S=1.0000 S=1.0000
S=0.0200
S=0.0201
S=0.0201
INSTALL 326.85 LF 12" DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT & CATHODIC PROTECTION INSTALL 499.05 LF 12" DIP (CLASS 350) WATER WITH
V-BIO POLYETHYLENE ENCASEMENT 13+50.95 END CATHODIC PROTECTION 2644.66 INV CL INT. 12" X 8" X 12" TEE 14+89.83 LANDMARK WAY =9+75.00 EVENFALL DRIVE 2642.03 INV - 8" WAT 2641.86 INV - 12" WAT CL INT. 12" X 8" X 12" TEE 14+96.83 LANDMARK WAY =9+75.00 EVENFALL DRIVE 2641.89 INV - 8" WAT 2641.72 INV - 12" WAT 14+81.83 WAT X-ING 36" SD 2642.02 INV - 12" WAT 2636.71 TP - 36" SD 18+50.00
2634.61 INV 14+66.83 WAT X-ING 8" SS 2642.32 INV - 12" WAT 2638.59 TP - 8" SEW PROP. FS OVER PIPE
PROP. FS OVER PIPE 18+01.02 BC/GB 2635.60 INV
S=0.0197 0.02° VERT. DEFL. 14+69.83 2642.26 INV 15+16.83 2641.32 INV
47.00 LF
RESTRAINED JOINTS 11+42.08 2648.29 INV
117.25 LF
RESTRAINED JOINTS 15+82.05 FIRE HYDRANT 2640.00 INV 13+06.22 FIRE HYDRANT 2645.56 INV *
629
LANDMARK WAY
ATWELL
LANDMARK WAY
STA. 18+50.00 TO 28+00.00
20 21 22 23 24
1"=40' GRAPHIC SCALE
0 20 40 80 160
19 25 26 27
SEE SHEET NO.10
28+00.00 MATCHLINE
9 REBLOOM DRIVE
TWILIGHT DRIVE SHEET 12 OF 19
CONSTRUCTION NOTES:
13 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20
19 20 INSTALL 12" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 22 INSTALL 12"x8"x12" D.I.P. TEE
29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20
CURVE TABLE
CURVE DELTA R L T
C1 54°25'52" 1000.00' 950.00' 514.27'
C2 16°12'40" 1025.00' 239.81' 120.45'
TREELINE COURT
SHEET 13 OF 19
13 SEE SHEET NO. 8 MATCHLINE 18+50.00
C4 15°42'40" 1025.00' 280.89' 141.33'
C5 12°24'20" 1025.00' 221.93' 111.40'
26 INSTALL FIRE HYDRANT PER CITY STD. W-18 SHEET 15 OF 19
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 09 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:08:57 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 02:25:12 PM Author:---- Last Edit: 07.01.2019 03:28:37 PM By: Station178
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
1 SITE PLAN REVISIONS: REV. PROFILE FOR SEWER
2640
29 SEE SHEET NO.10 MATCHLINE 28+00.00
2630
2620
2610
18 28
2640
2630
2620
2610 SEE SHEET NO.8 MATCHLINE 18+50.00
INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYTHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
C3 14°42'57" 1025.00' 263.26' 132.36'
3x
2x
SS
SS
SS
SS
11 LC
12 13
14 20
21 LC
LC
CL
12 13
13 14
15 16 11 12
CL
18+01.02 BC
CL M.H. #X
7 18 20+66.40 LANDMARK WY. =11+89.81 TWILIGHT DR. CL INT. 22 29
20 =13+51.04 TREELINE COURT 26+04.10 LANDMARK WAY CL INT. 22 13
20 19
19 19
32'
14'
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
57 58
1 2
3 4
5 6
56 55
3 2
1 68
67 66
65 62 63 64
61 60 59
56 57
58 26+63.25
F.H.
26 21+25.50
F.H.
26 23+40.80 LANDMARK WY. =09+75.00 REBLOOM DR.
13 22
20 29
29 26
29 18+56.49
F.H.
26 29
29 TR. 37298-2
TR. 37298
C4
C1
C5
C4
C2
C4
C4
C3
12"WAT
12"WAT
12"WAT
8"WAT
54 PA 1A
LOT 'O' LOT 'P'
LOT 'W'
LOT 'V'
LOT 'U' 23+94.38 F.H.
PA 2A CL INT. 23+23.24 LANDMARK WY. =10+00.00 REBLOOM DR. 20+83.96 LANDMARK WY. =11+64.97 TWILIGHT DR.3x
2x =13+26.20 TREELINE CT.
26+14.84 LANDMARK WY.
2x
3x
8"WAT
8"WAT
92'
46'
46'
32'
14'
7'
25'
10' 20' 10' 20' 10'
35'
35'
70'
10' 20' 10' 20' 10'
35' 35'
70'
10' 20' 10' 20' 10' 35'
35' 70'
32'
14'
92'
46'
46'
32'
14'
7'
25'
18 19
20 21
22 23
24 25
26 27
28 PROP. FS OVER PIPE
28+00.00
2617.53 INV
S=0.0197 INSTALL 973.75 LF 12" DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT 25+97.08 GB 2619.56 INV 0.57° VERT. DEFL.
S=0.0097
18+50.00 2634.61 INV CL INT. 12" X 8" X 12" TEE 20+83.96 LANDMARK WAY =11+64.97 TWILIGHT DRIVE 2630.06 INV - 8" WAT CL INT. 12" X 8" X 12" TEE 23+40.80 LANDMARK WAY =9+75.16 REBLOOM DRIVE 2624.89 INV - 8" WAT CL INT. 12" X 8" 12" TEE 26+14.84 LANDMARK WAY =13+26.10 TREELINE COURT 2619.55 INV - 8" WAT 2629.89 INV - 12" WAT 2624.72 INV - 12" WAT 2619.38 INV - 12" WAT PROP. FS OVER PIPE 23+21.29 2625.11 INV 23+60.31 2624.33 INV
40.00 LF
RESTRAINED JOINTS 20+64.45 2630.29 INV 21+03.47 2629.50 INV
40.00 LF
RESTRAINED JOINTS 25+95.32 2619.59 INV 26+34.35 2619.19 INV
40.00 LF
RESTRAINED JOINTS 26+63.25 FIRE HYDRANT 2618.90 INV 23+94.38 FIRE HYDRANT 2623.64 INV 21+25.50 FIRE HYDRANT 2629.05 INV 18+56.49 FIRE HYDRANT 2634.47 INV 630
LANDMARK WAY
ATWELL
LANDMARK WAY
STA. 28+00.00 TO 38+00.00
30 31 32 33 34
1"=40' GRAPHIC SCALE
0 20 40 80 160
29 35 36 37
SEE SHEET NO.11
38+00.00 MATCHLINE
10 ATWELL DRIVE SHEET 5 OF 19
21 INSTALL 12" D.I.P. TEE
CONSTRUCTION NOTES:
19 20 INSTALL 12" BUTTERFLY VALVE PER CITY STD. W-20
29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20
CURVE TABLE
CURVE DELTA R L T
C1 01°47'48" 1000.00' 31.36' 15.68'
LINE BEARING DISTANCE
L1
L2
294.07'
38.05'
LINE TABLE C2 42°54'21" 850.00' 636.52' 334.02'
CREEKSIDE AVE
SHEET 15 OF 19
SEE SHEET NO.9 MATCHLINE 28+00.00
C3 01°47'48" 1025.00' 32.14' 16.07'
C4 30°55'48" 875.00' 472.35' 242.08'
C5 13°23'58" 875.00' 204.63' 102.78'
N 35°37'48" W
N 35°37'48" W
20 21
31+25.43 LANDMARK WAY =20+42.28 ATWELL DRIVE
26 INSTALL FIRE HYDRANT PER CITY STD. W-18
C6 13°35'49" 994.00' 235.89' 118.50'
C7 27°15'11" 844.00' 401.45' 204.60'
C8 27°07'20" 844.00' 399.45' 203.54'
L3
L4
N 35°37'48" W 140.85'
N 35°37'48" W 191.28'
1 SITE PLAN REVISIONS: REV. BACKBONE SEWER LOCATION
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 10 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:20:44 PM By: station178 MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 04:10:28 PM Author:---- Last Edit: 07.01.2019 04:11:19 PM By: Station178
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z
Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE
7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
38 INSTALL 1.5" POTABLE COPPER SERVICE AND 1" METER INSTALLATION 2630
2620
2610
28 2600
29 SEE SHEET NO.9 28+00.00 MATCHLINE 38+00.00 MATCHLINE 2630
2620
2610
2600
INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYTHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
43 INSTALL 3" POTABLE COPPER SERVICE AND 2" METER INSTALLATION PER CITY STD. DWG. NO. W-8
LOT 5
PA 20
SCHOOL SITE
PA 3
LOT 2
TR 37298 SEE SHEET NO.11
3x
3x
TR 37298-1
PA 2A
5' PUBLIC UTILITY &
SIDEWALK EASEMENT
33 INSTALL 3" REDUCER PRESSURE BACKFLOW ASSEMBLY
PER CITY STD. DWG. NO. W-11
46 INSTALL 1.5" REDUCER PRESSURE BACKFLOW ASSEMBLY
PER CITY STD. DWG. NO. W-11
PER CITY STD. DWG. NO. W-4
28+00.00 2617.53 INV S=0.0100 CL INT. 12" TEE 31+25.43 LANDMARK WAY =20+42.28 ATWELL DRIVE 2614.28 INV/GB CL INT. 12" TEE 36+22.34 LANDMARK WAY =23+73.50 CREEKSIDE AVENUE 2608.98 INV/GB PROP. FS OVER PIPE
PROP. FS OVER PIPE
INSTALL 1019.51 LF 12" DIP (CLASS 350) WATER WITH
S=0.0104
V-BIO POLYETHYLENE ENCASEMENT 30+77.37 WAT X-ING 42" SD 2614.76 INV - 12" WAT 2600.42 TP - 42" SD 30+31.26 WAT X-ING 24" SD 2615.22 INV - 12" WAT 2614.01 TP - 24" SD 14+81.83 WAT X-ING 24" SD 2615.00 INV - 12" WAT 2610.67 TP - 24" SD 28+31.36 EC 2617.22 INV 0.02° VERT. DEFL.
S=0.0097
31+63.48 BC/GB 2613.87 INV
S=0.0108 0.02° VERT. DEFL.
38+00.00
2607.21 INV
S=0.0096 31+05.44 2614.48 INV 31+45.44 2614.07 INV
40.00 LF
RESTRAINED JOINTS 36+02.91 2609.19 INV 36+41.77 2618.79 INV
40.00 LF
RESTRAINED JOINTS 36+92.64 FIRE HYDRANT 2608.28 INV34+61.28 FIRE HYDRANT 2610.70 INV31+77.14 FIRE HYDRANT 2613.73 INV29+16.01 FIRE HYDRANT 2616.37 INV 20 23
CL
11 12
C1
C3
28+31.36 EC
ST./ WAT
31+00.48 LANDMARK WAY =20+67.29 ATWELL DRIVE
31+63.48 BC
ST./ WAT
=23+98.37 CREEKSIDE 36+36.91 LANDMARK WAY =23+73.50 CREEKSIDE 36+22.34 LANDMARK WAY 20 21
29 N 35°37'48" W
L1
C4
L2
C5
PROP. R/W PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
19 19
19 19
54 5
4 1 2
3 4
5 6
31+77.14
F.H.
26 36+92.50
F.H.
29 92' 46' 32' 46' 32' 14' 14'
29 26
29+92.05 CL M.H. #15
34+61.28
F.H.
26 29+16.01
26 29
CL INT.
CL INT.
DW
DW
DW
45.0000° 42.8506° 41.7069° 41.5671°
29 LINE "L-2"
SEE SHEET 18 FOR PLAN AND PROFILE
LINE "L-1"
SEE SHEET 17 FOR PLAN AND PROFILE
29+26.01
29 32+05.15
32+09.03
43 46
LINE "L-1"
SEE SHEET 17 FOR PLAN AND PROFILE
LOT "Q"
PA 22
LOT "S"
LOT 6
PARK TR 37298-3
LOT "W"
12"WAT
12"WAT
12"WAT
TR 37298-1 7'
64'
32'
10' 22'
22' 10' 32'
PROPOSED 10"SS
26'
32'
32' 26'
58'
58'
116'
PROPOSED 8"SS
33 43
PA 1B
3x
3x
PROPOSED 10"SS
33 29
38 PROP. 42" SD
PROP. 24" SD
PROP. 24" SD
LOT "P"
12"WAT
12"WAT
28 29
30 31
32 33
34 35
36 37
38 631
632
633
12 13 1"=40' GRAPHIC SCALE 0 20 40 80 160 11 13 TREELINE COURT SEE TRACT 37298 SEE TRACT 37298 ATWELL TREELINE COURT STA. 11+13.79 TO 13+26.20 LINE BEARING DISTANCE L1 N 67°23'27" E 50.67' LINE TABLE L2 N 67°23'27" E 176.01' CURVE TABLE CURVE DELTA R L T C1 20°01'33" 500.00' 52.59' 26.32' 1 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT 85 CONSTRUCTION NOTES: INSTALL 8" SDR 26 PVC. SEWER MAIN PER CITY STD. DWG. NO. S-15 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3 1112 INSTALL SEWER MAIN CAP ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 18 INSTALL 8" BLIND FLANGE 13 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20 29 ADJUST VALVE COVER TO GRADE PER CITY STD. W-20 31 INSTALL 8" D.I.P. CROSS LANDMARK WAY SHEET 9 OF 19 PINYON LANE PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 13 PP.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:02:56 PM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 10:24:01 AM Author:---- Last Edit: 07.02.2019 11:44:30 AM By: Station178 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 19 ON-SITE SEWER AND WATER IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1 S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-20 DATE 7-1-19 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: SENIOR CIVIL ENGINEER LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE 14 2635 2625 2615 "L-2" 10 PER CITY STD. DWG. NO W-31 2635 2625 2615 2660 2670 2660 2670 10 "L-3" 11 2660 2670 2680 2660 2670 2680 26 INSTALL FIRE HYDRANT PER CITY STD. DWG. NO. W-18 TREELINE COURT L3 N 20°06'36" W 44.15' C2 02°12'44" 1201.00' 46.37' 23.19' C3 03°06'54" 1180.00' 64.15' 32.09' C4 03°01'24" 1201.00' 63.37' 31.69' 41.5671° 92'
46' 46'
32' 32' 14' 14'
92'
46' 46'
32' 32' 14' 14'
70'
35' 35'
10' 14' 11' 56' 28' 28' 18' 18' 10' 10' 56'
28' 28'
18' 18' 10' 10'
11+61.04 TREELINE COURT
=13+07.24 PINYON LANE
CL INT.
=26+14.84 LANDMARK WAY 13+26.20 TREELINE COURT L2 18 PROP. R/W PROP. R/W N 67°23'27" E68 1 114 120 58 11+50.09 TREELINE COURT
=12+96.34 PINYON LANE
13+51.04 TREELINE COURT =26+04.10 LANDMARK WAY CL INT. L1 11+13.79
END WATER 13 12 12
11+66.35 TREELINE COURT
=13+17.29 PINYON LANE
11+13.79
END SEWER 11
CL M.H. #15 18
12+60.36
2622.69 INV
13+58.65 EC
2624.43 INV 18
13+64.13
2620.28 INV 1112+60.36
2618.51 INV 11 85 C1 12 11 2
15' 1212 2931 67 LOT 'V'
LOT 'P'
LOT 'W' 8"WAT
12"WAT
12"WAT
8"WAT
8"SS
8"WAT 8"SS 11 12 13 13 12
13 14
25 26
27 4x4x
L3
C2
C3
C4
13+51.232629 TR. 37298 PA 2A PROP. TRACT BOUNDARY
PROP. TRACT BOUNDARY TR. 37298-2 PA 1A 57565554 6.0' FF=2674.87 PAD=2674.2 L=46.00' RESTRAIN ALL JOINTS 12+20.48
2667.97 INV
12+66.48
BLIND FLANGE
S=0.0196
2668.87 INV 46.00 L.F. 12” DIP (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT CATHODIC PROTECTION, PROPOSED FS OVER PIPE AND RESTRAINED JOINTS 12" WAT X-ING 30" GAS 2657.40 TOP - 30" GAS 2668.11 INV - 12" WAT 12+28.61 11+85.46
2628.32 RIM EL
11+66.35 CL M.H. #15
11+63.86
2612.80 INV(W)
8" CROSS
11+50.09
2623.45 INV
45° ELBOW
11+78.46 GB
2622.94 INV
45° ELBOW
2622.71 INV
12" TEE
13+26.20
2619.38 INV-12"
S=-0.0241
PROP. FS @ ST. CL
END WATER
11+13.79
2624.11 INV
11+13.79
S=-0.0180
2613.77 INV 45.08 LF
END SEWER 8" SEWER 2612.80 INV(S) 8" SEW
2612.80 INV(N) 8" SEW S=0.0200
2619.55 INV 8" WAT PROP. 8" WATER
11+74.80 L=61' RESTRAINED ALL JOINTS RESTRAINED L=24' ALL JOINTS 11+40.97 6.0' FF=2674.87 PAD=2674.2
12+42.90
2667.88 INV
2668.80 INV
90° HORIZ. BEND
13+09.84
2668.87 INV
13+04.84
S=0.0148 66.94 L.F. 12” DIP (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT,
CATHODIC PROTECTION,AND RESTRAINED JOINTS
BLIND FLANGE WATER INTERCONNECT BUILDING 12" WAT X-ING 30" GAS 2660.08 TOP - 30" GAS 2667.85 BOP- 12" WAT 12+52.45 PROPOSED FS OVER PIPE 634
CREEKSIDE AVENUE
ATWELL
CREEKSIDE AVENUE
STA. 10+88.00 TO 19+00.00
11 12
1"=40' GRAPHIC SCALE
0 20 40 80 160
10 14
13 14 15 16 17 18 SEE SHEET NO.15 MATCHLINE 19+00.00
WILSON STREET
SEE TR. 37298-1 OFF-SITE SEWER IMPROVEMENT PLAN
CONSTRUCTION NOTES:
LINE BEARING DISTANCE
L1 N 01°28'49" E 225.00'
L2 224.33'
L3 245.12'
L4 177.55'
LINE TABLE
N 01°28'49" E
N 01°28'49" E
N 01°28'49" E
L5 475.88'
L6 N 01°28'49" E 439.67'
N 01°28'49" E
1 INSTALL 8" SDR 26 PVC. SEWER MAIN PER CITY STD. DWG. NO. S-15 5 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3
8 ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 11 19
INSTALL SEWER MAIN CAP
13 INSTALL 8" GATE VALVE PER CITY STD. DWG. NO. W-20
30 REMOVE PORTION OF EXISTING WATER MAIN AND JOIN PIPE
L7 68.00'
L8
L9
N 88°31'11" W 75.00'
N 88°31'11" W 47.00'
N 88°31'11" W
18 INSTALL 8" BLIND FLANGE
29 ADJUST VALVE COVER TO GRADE PER CITY STD. W-20
26 INSTALL FIRE HYDRANT PER CITY STD. W-18
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 14 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:17:04 AM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 02:55:31 PM Author:---- Last Edit: 07.01.2019 04:33:13 PM By: Station178
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
2600
2590
2610
19 SEE SHEET NO.15 MATCHLINE 19+00.00
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. W-19
4 REMOVE CAP AND JOIN TO SEWER
42 INSTALL 2" POTABLE COPPER SERVICE AND METER MOX INSTALLATION PER 12 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO W-31
40 INSTALL 12" X 8" D.I.P. CROSS
20 INSTALL 12" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 47 INSTALL 18" X 12" X 18" D.I.P. TEE
48 INSTALL 18" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 49 REMOVE AND REPLACE EXISTING AC PAVEMENT OVER BASE IN KIND CITY STD DWG. NO. W-7. (FUTURE 1.5" METER BY OTHERS FOR LANDSCAPE) PER CITY STD. DWG. NO. W-30
FUTURE
NECTAR DR.
FUTURE DRIVE
2580
2600
2590
2610
2580
2600
2590
2610
2580
2600
2590
2610
2580
T
T
T
T
T FO FO FO
2593 22 23 24 25
LC LC 10 11 12 13 14 15 16 17 18 19
CL
CL
CL 2595.5
PA 18
PA 4 10+08.00 CREEKSIDE AVE =23+31.73 CONST. WILSON STREET CL INT. 10+00.00 CREEKSIDE AVE =23+31.73 WILSON STREET CL INT. 105'
48' 57'
40' 40' 17' 8' 64' 32' 32'
N 01°28'49" E
L1
19 PROP. R/W
PROP. R/W
PROP. R/W
PROP. R/W
PA 20
N 88°31'11" W 9+81.00 CREEKSIDE AVE =23+16.73 WILSON STREET 10+28.00 CREEKSIDE AVE =23+37.73 WILSON STREET 12+53.00 CL M.H. #21
5 8
L2
L3
L5 N 01°28'49" E
48 47
14+77.33 CREEKSIDE AVENUE
5 8 17+22.45
CL M.H. #19
5 8
PA 18
L4
L6 64' 32' 32' 22' 22' 10' 10'
1 1
1 1
19 19
14+71.33 CREEKSIDE AVENUE CL INT.
14+60.33 CREEKSIDE AVENUE
13 9+38.00
2590.61 INV CL M.H. #20
9+38.00
2594.36 INV
11 10+60.00 NECTAR DR. 2593.58 INV
18 12 1
L9 L7
L8
10+86.00 F.H.
29 16+28.63 F.H.
29 S=0.0040
CL M.H. #22
26 26
19 7' 13+35.72 F.H.
29 26
20 29
PUBLIC UTILITY &
2928
EX. 24" SD
EX. 18" W EX. TELE EX. FIBER TRACT BNDY 6' 15' 10+88.00 JOIN SEWER STUB 4 42
LOT 4
LOT 5
SCHOOL SITE
LOT 3
COMMERCIAL SITE
8"SS
12"WAT
12"WAT
8"SS 8" SS 8" SS EX. FIBER 8"WAT
S/W EASEMENT
10' 18' 18' 10'
12 10' 18' 18' 10'
18 S=0.0064 S=0.0064
40 2X
2X
4X
36" SD
36" SD EX. TELE EX. 4" GAS
49 EX. AC BERM
PROPOSED 8" SEWER PER SEPARATE
OFF-SITE IMPROVEMENT PLAN
30 29
20 2x
3x 9'
18" SD
18" SD
48" SD
±23'
±24'
3'
±9'
±17' 20'
30' 5'
19+00.00
2596.46 INV
S=0.0182 CL MH #3 10+28.00 2594.08 RIM CL MH #21 12+53.00 2596.27 RIMCL MH #20 14+77.33 2598.53 RIM CL MH #19 17+22.45 2602.16 RIM S=0.0110
S=0.0123
S=0.0117
PROP. FS OVER PIPE
PROP. FS OVER PIPE
INSTALL 220.33 LF 8" SDR 26 PVC SEWER
INSTALL 241.12 LF 8" SDR 26 PVC SEWER
INSTALL 175.55 LF 8" SDR 26 PVC SEWER
INSTALL 135.00 LF 8" SDR 26 PVC SEWER CL INT. 12" X 8" CROSS 14+60.33 CREEKSIDE AVENUE =9+85.00 NECTAR DRIVE 2594.06 INV - 8" WAT 2593.89 INV/GB - 12" WAT 16+51.92 2595.81 INV 0.83° VERT. DEFL.
S=0.0100
S=0.0245
S=0.0105 10+30.00 GB 2589.39 INV 0.20° VERT. DEFL.
S=0.0140
INSTALL 915.54 LF 12" DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT CL INT. 18" X 12" X 18" TEE *9+84.46 CREEKSIDE AVENUE =*23+16.73 WILSON STREET 2588.75 INV - 12" WAT (*2588.50 INV) - EX. 18" WAT
68.00 LF
RESTRAINED JOINTS 10+52.46 2589.62 INV 10+05.00 WAT X-ING EX. 24" SD 2589.04 INV - 12" WAT (*2586.25 TP) - EX. 24" SD CL INT. 18" X 12" X 18" TEE 9+90.66 WAT X-ING EX 4" GAS 2590.58 BOT - EX. 4" GAS 2589.84 TOP - 12" WAT 10+20.98 WAT X-ING EX. 2" FIBER 2589.26 INV - 12" WAT (*2588.76 TP) - EX. 2" FIBER 10+30.00 2584.69 INV.-N 10+28.00 WAT X-ING EX. 8" SEW 2589.36 INV - 12" WAT 2585.46 TP - 8" SEW (S=0.0110) 11+16.00 2585.64 INV BEGIN SEW 12+51.00 2587.12 INV-S 12+55.00 2587.32 INV-N14+75.33 2590.04 INV-S 14+79.33 2590.24 INV-N17+20.45 2593.70 INV-S 17+24.45 2593.27 INV-N 19+00.00
2601.90 INV 15+31.00 WAT X-ING 18" SD 2594.60 INV - 12" WAT 2591.06 TP - 18" SD 15+28.05 SEW X-ING 18" SD 2590.81 INV - 8" SEW 2588.48 TP - 18" SD 14+77.33 WAT X-ING 8" SS 2594.06 INV - 12" WAT 2591.09 TOP - 8" SEW 11+24.47 WAT X-ING 48" SD 2590.37 INV - 12" WAT 2584.79 TOP - 48" SD 2590.34 INV-W
8" SEW
PROPOSED 86.00 LF 8" SDR 26 PVC SEWER
PER TR. 37298-1 OFFSITE IMP. PLAN 10+56.00 SEW X-ING 48" SD 2584.98 INV - 8" SEW 2583.58 TOP - 48" SD 10+86.00 FIRE HYDRANT 2589.97 INV 13+35.72 FIRE HYDRANT 2592.59 INV 16+28.63 FIRE HYDRANT 2595.57 INV 8" SEW
2590.04 INV-S
S=0.0040
INSTALL 66.00 LF
8" SDR 26 PVC SEWER 09+38.00 INSTALL 8" SEW CAP 2590.61 INV-W 10+60.00 INSTALL 8" BLIND FLANGE 2593.58 INV =14+60.33 CREEKSIDE AVENUE 09+38.00 INSTALL 8" BLIND FLANGE 2594.36 INV - 8" WAT CL INT. 12" X 8" CROSS 09+85.00 NECTAR DRIVE 2594.06 INV - 8" WAT 2593.89 INV/GB - 12" WAT S=-0.0064
INSTALL 75.00 LF 12" DIP (CLASS 350) WATER
WITH V-BIO POLYETHYLENE ENCASEMENT
S=-0.0064
INSTALL 47.00 LF 12" DIP (CLASS 350) WATER WITH
V-BIO POLYETHYLENE ENCASEMENT 10+04.00 2590.34 INV-W CL MH #20 10+06.00 2598.53 RIM PROP. 36" SD
2588.03 TOP
PROP. FS OVER PIPE
RESTRAINED JOINTS
635
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 15 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:41:31 PM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 02:55:21 PM Author:---- Last Edit: 07.02.2019 12:41:17 PM By: Jchu
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
CREEKSIDE AVENUE
ATWELL
1"=40' GRAPHIC SCALE
0 20 40 80 160
15 SEE SHEET NO.14 MATCHLINE 19+00.00
CURVE TABLE
CURVE DELTA R L T
C2 20°58'39" 315.00' 115.33' 58.32'
CONSTRUCTION NOTES:
C1 20°58'39" 300.00' 109.84' 55.54'
LINE BEARING DISTANCE
L1 N 01°28'49" E 90.45'
L2 68.00'
L3 44.00'
L4 73.45'
LINE TABLE
1 INSTALL 8" SDR 26 PVC. SEWER MAIN PER CITY STD. DWG. NO. S-15 5 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. S-3
8 ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 11 12
INSTALL SEWER MAIN CAP
13 INSTALL 8" GATE VALVE PER CITY STD. W-20
LANDMARK WAY
SHEET 10 OF 19
FUTURE
MARIPOSA DRIVE L5 199.85'
L6 90.35'
14 INSTALL 8" D.I.P. TEE
18 INSTALL 8" BLIND FLANGE
20 INSTALL 12" BUTTERFLY VALVE PER CITY STD. W-20
29 ADJUST VALVE COVER TO GRADE PER CITY STD. W-20
N 22°27'28" E
N 88°31'11" W
N 88°31'11" W
N 01°28'49" E
N 01°28'49" E
REBLOOM DRIVE
CREEKSIDE AVE.
STA. 19+00.00 TO 23+73.50
REBLOOM DR.
STA. 09+75.00 TO 11+94.14
LANDMARK WAY
SHEET 9 OF 19 COOLWATER WAY
SEE ON-SITE PLAN
26 INSTALL FIRE HYDRANT PER CITY STD. W-18
35 INSTALL 1" POTABLE COPPER SEVICE AND METER INSTALLATION PER CITY STD. W-4 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE
ENCASEMENT PER CITY STD. DWG. NO. W-31
L8 N 83°28'59" E 218.99'
28 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD. W-19
19 INSTALL 12" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO W-31
40 INSTALL 12" X 8" D.I.P. CROSS
9 INSTALL 10" EXTRA STRENGTH VCP SEWER MAIN
6 INSTALL 4" SDR 26 PVC. SEWER LATERAL PER CITY STD. DWG. NO. S-22 WITH FERNCO COUPLING TO JOIN PVC PIPE TO VCP PIPE AT WYE.
L9 N 88°31'11" W 53.00'
19 20 21 22 23 10 11 12 SEE SHEET NO.14 MATCHLINE 19+00.00 2610
2600
2620
LINE "C-1"
2630
2640
2630
2640
2610
2600
2620
2590 2610
2620 2620
2590 2610
21 22
SD SD 6'
2613
2608 19 20 21 22
23 CL
CL
12 2610
19+90.45 CREEKSIDE AVE
5 8 21+65.47 MARIPOSA DR.
L1
C2
C1
L6
22+83.14 EC WAT.
22+83.14 EC
ST.
23+73.50 CREEKSIDE AVE =36+22.34 LANDMARK WAY
92'
46'
46'
32'
32' 14'
14'
23+98.37 CREEKSIDE AVE =36+36.91 LANDMARK WAY CL INT.
N 22°27'28" E
19 12
19 18' 18'
1 N 01°28'49" E
PROP. R/W
PROP. R/W
L2
19+84.45 CREEKSIDE AVE CL INT.
19+73.45 CREEKSIDE AVE
13 20
20+97.47
21+00.47
11 PROP. R/W
PROP. R/W
21+73.30 BC WAT. 21+73.30 BC ST.
L4
L5
L3
1 15'
11' 6'
19+28.45 29 F.H. 2664' 32' 32' 22' 22' 10' 10' 7'
29 PUBLIC UTILITY &
18 22+25.03
F.H
2629
40 19
LOT 5
SCHOOL SITE
PA 20
PA 3
LOT 2
MEDIUM DENSITY RESIDENTIAL
2 3
4 TR. NO. 37298-3
12"WAT
12"WAT
LOT 'Y'
LOT 'S'
12"WAT
12"WAT
8"SS
LINE "C-1" SEE PROFILE HEREON.
LOT 2
64' 32'
32'
22'
10'
22'
10'
31'
1'
S/W EASEMENT 9'
PROP. 36" SD
CL M.H. #18
L9 12
2x
2x
4x
18 2821+97.43 MARIPOSA DR. 2603.60 INV.
=21+59.47 MARIPOSA DR.
=21+44.47 MARIPOSA DR.
PROP. 18" SD
PA 1B
CL 13 14
15 11 12
CL
10+00.00 REBLOOM DR
=23+23.24 LANDMARK WAY
CL INT.
09+75.00 REBLOOM DR
=23+40.80 LANDMARK WAY
12+04.24 REBLOOM DR
=13+87.35 COOLWATER WAY
CL INT.
11+94.14 REBLOOM DR =13+70.01 COOLWATER WAY14 13
PROP. R/W
PROP. R/W
12 N 83°28'59" E
L8
92'
46' 46'
32' 32' 14'
14' 70' 35' 35' 25' 25' 10' 10'
29 14+40.89
F.H. 26
12 14+41.15
END SEWER
11 13+36.57
END SEWER
9 18
11 13+36.69
END WATER
18 35
TR. NO. 37298
61 64
63 62
8"WAT
8"WAT
10"SS
8"WAT
12"WAT 12"WAT
6 3x 3x
TR 37298 PA 1A
58 LOT "O" LOT "P"
LOT "V"
1 65
64 63
S=0.0018
S=0.0245 INSTALL 478.99 LF 12" DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT CL INT. 12" TEE 23+73.50 CREEKSIDE AVENUE =36+22.34 LANDMARK WAY 2608.98 INV 21+72.10 GB 2608.58 INV 22+83.14 EC/GB 2608.80 INV 21+73.30 BC 2608.59 INV 22+25.03 FIRE HYDRANT 2608.68 INV 19+28.69 FIRE HYDRANT 2602.60 INV CL INT. 12" X 8" CROSS 19+73.45 CREEKSIDE AVENUE =21+44.47 MARIPOSA DRIVE 2603.87 INV - 8" WAT 2603.70 INV - 12" WAT CL MH #18 10+90.45 2608.74 RIM 19+00.00 2601.90 INV 19+88.45 2598.07 INV-S
2598.37 INV-W 19+00.00 2596.46 INV
S=0.0182 23+05.50 2608.84 INV
68.00 LF
RESTRAINED JOINTS 20+36.66 WAT X-ING 18" SD 2605.25 INV - 12" WAT 2603.94 TP - 18" SD INSTALL 88.45 LF 8" SDR 26 PVC 19+55.01 WAT X-ING 36" SD 2603.25 INV - 12" WAT 2601.16 TP - 36" SD 1.30° VERT. DEFL.
S=0.0020 0.01° VERT. DEFL.
PROP. FS OVER PIPE CL INT. 12" X 8" X 12" TEE 9+75.16 REBLOOM DRIVE =36+22.34 LANDMARK WAY 2624.89 INV - 8" WAT CL INT. 8" TEE 11+94.14 REBLOOM DRIVE =13+70.01 COOLWATER WAY 2624.43 INV 2624.72 INV - 12" WAT
24.00 LF
RESTRAINED JOINTS
S=0.0021 9+99.00 2624.84 INV 11+70.14 2624.48 INV
24.00 LF
RESTRAINED JOINTS
INSTALL 218.98 LF 8" DIP (CLASS 350) WATER WITH
V-BIO POLYETHYLENE ENCASEMENT
PROP. FS OVER PIPE 21+00.47 MARIPOSA DRIVE INSTALL 8" BLIND FLANGE 2604.79 INV CL INT. 12" X 8" CROSS 21+44.47 MARIPOSA DRIVE =19+73.45 CREEKSIDE AVENUE 2603.87 INV - 8" WAT 2603.70 INV - 12" WAT S=-0.0210
INSTALL 44.00 LF 8" DIP (CLASS 350) WATER WITH
V-BIO POLYETHYLENE ENCASEMENT
S=-0.0050
INSTALL 52.97 LF 8" DIP (CLASS 350) WATER WITH
V-BIO POLYETHYLENE ENCASEMENT 21+56.43 SEW&WAT X-ING 18" SD 2603.281 INV - 8" WAT 2602.03 TP - 18" SD CL MH #18 21+65.47 2608.74 RIM 2598.07 INV-S 21+97.44 MARIPOSA DRIVE INSTALL 8" BLIND FLANGE 2603.60 INV =19+84.45 CREEKSIDE AVENUE CL INT. 21+59.47 MARIPOSA DRIVE 21+63.47 2598.37 INV-W 20+97.47 MARIPOSA DRIVE INSTALL SEWER CAP 2599.54 INV INSTALL 66.00 LF 8" SDR 26 PVC
S=0.0175 2598.94 TP - 8" SEW 2600.59 BOT - 18" SD
PROP. FS OVER PIPE
RESTRAINED JOINTS
636
PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 16 PP.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:38:20 PM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 07:14:38 PM Author:---- Last Edit: 07.02.2019 12:38:08 PM By: Jchu REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 19 ON-SITE SEWER AND WATER IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1 S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-20 DATE 7-1-19 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: SENIOR CIVIL ENGINEER LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE ATWELL WILSON STREET 11 1"=40' GRAPHIC SCALE 0 20 40 80 160 10 10 11 16 CONSTRUCTION NOTES: 13 INSTALL 8" GATE VALVE PER CITY STD. W-20 29 ADJUST VALVE COVER TO GRADE PER CITY STD. DWG. NO. W-20 LINE BEARING DISTANCE L1 N 01°28'49" E 105.37' LINE TABLE 18 INSTALL 8" BLIND FLANGE L2 N 01°28'49" E 105.34' 1228 INSTALL 4" BLOW-OFF ASSEMBLY PER CITY STD W-19 30 SAW CUT AND REMOVE PORTION OF EXISTING WATER MAIN AND JOIN STA 17+46.90 STA 28+71.58 2600 2590 2610 2585 2575 2595 INSTALL 8" D.I.P. (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT PER CITY STD. DWG. NO W-31 WILSON STREET WILSON STREET 15 INSTALL 8" - 45° D.I.P ELBOW WILSON STREET STA 28+71.58 WILSON STREET STA 17+46.90 48 INSTALL 18" BUTTERFLY VALVE PER CITY STD. DWG. NO. W-20 41 REMOVE AND REPLACE EXISTING AC PAVEMENT OVER BASE IN KIND PER CITY STD. DWG. NO. W-30 41 INSTALL 18"x8"x8" D.I.P. TEE 37 INSTALL CONCRETE BLANKET PER APWA STD. DWG. NO. 225-2 * CONTRACTOR TO FIELD VERIFY EXISTING LOCATION AND ELEVATION PRIOR TO CONSTRUCTION 2585
28 29
LC30
T
T
T
T
SD SD
SD 9+82.58 JOIN EX. 48 2913 12 L2 30
25'
7'
EX. 18" W 105' 48' 57' 40' 40' 17' 18'± 20' 27'± 28' 21'± PROP. R/W
EX. FIBER
EX. 24" SD
25'
584.14 INV. 18 CL CONST. INT. 28+78.87 WILSON ST = 10+08.00 FUTURE DRIVE PROP. R/W
10+88.00 28+71.58 WILSON STREET
18'
END WATER CL LEGAL. INT. 28+78.87 WILSON ST = 10+00.00 FUTURE DRIVE EX. TELE
N 88°31'11" W
MONARCH WAY
FUTURE NO. 20058 PARCEL MAP
EX. 4" G
9+96.95 15 PA 4 LOT 4 8"WAT 49 16'
LEGAL ST. CL
CONSTRUCTION ST. CL 41 15
9+98.93
EX. CURB & GUTTER
EX. R/W
PROPOSED MEDIAN CURB
EX. AC BERM EX. R/W
10+80.00
END 37
10+10.00
BEG. 37
5' 2x 3x 2600
17 18 19
LC
T
T
T T 9+82.63 JOIN EX. 12L1 48302913 CAUTION X-ING EXIST 4" GAS 18'
7'
594.64 INV. 105'
DRIVE 48' 57' 40' 40' 17' 19' 20' 27'± 28' 21'±
18 N 88°31'11" W
PROP. R/W
FUTURE =17+46.90 WILSON STREET CL CONST. INT. =17+57.90 WILSON ST 10+08.00 FUTURE DRIVE 17+57.90 WILSON ST = 10+00.00 FUTURE DRIVE 2829
10+88.00
END WATER
11' 6' 12'
18'
EX. 12" W
EX. 4" GAS CL LEGAL INT. 43/14-15 PARCEL MAP
EX. FIBER
EX. TELE
EX. 12" W PA 18 LOT 3 COMMERCIAL SITE EX. CURB & GUTTER EX. R/W 8"WAT 8" SS 41 PROPOSED 8" SEWER PER SEPARATE OFF-SITE SEWER IMPROVEMENT PLAN 49 LEGAL ST. CL
CONSTRUCTION ST. CL
EX. AC BERM
EX. R/W 2x 3x
5' INSTALL 105.37 LF 8" DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT & CATHODIC PROTECTION 18"x18"x8" TEE
2593.04 INV - 8" WAT
9+89.60 X-ING EXIST 4" GAS
=17+46.90 WILSON STREET
(2595.05 BOT) - GAS
2593.90 TOP -WAT
10+88.00 END WATER
2594.64 INV
S=0.0050
PROP. FS @ CL OF PIPE
*
EX. 18" W *
(2592.63) INV
9+82.63 - JOIN EXIST
2594.62INV -8" WAT
(2593.62 TOP) -2" FIBER
2.09° VERT DEFL.
2594.62 INV
S=0.0416
*
8" BLIND FLANGE
INSTALL 105.34 LF 8" DIP (CLASS 350) WATER WITH V-BIO POLYETHYLENE ENCASEMENT & CATHODIC PROTECTION *(S=0.0010)
(2576.19 TOP) -8" SEW
(2584.40 TOP - 24" SD)
2583.82 BOT -8" WAT
9+83.33
2582.85 INV
9+96.95 45° VERT BEND
2582.92 INV
9+98.93
45° VERT BEND
2584.90 INV
10+48.00 GB
2584.95 INV
(2583.40 TOP) -8" SEW
2584.91 BOT -8" WAT
(2584.79 BOT)-4" GAS
(2583.57 TOP)-8" WAT
(2583.25 TOP) -2" FIBER
2584.92 BOT -8" WAT
PROP. FS @ CL OF PIPE
*
*
*
10+87.96
2585.23 INV
8" BLIND FLANGE INSTALL CONCRETE BLANKET
2579.43 TOP -48" SD
2584.94 BOT -8" WAT
637
PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 17 PP.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:56:31 AM By: station105 MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.02.2019 11:33:52 AM Author:---- Last Edit: 07.02.2019 11:33:52 AM By: Station105 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 19 ON-SITE SEWER AND WATER IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1 S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-20 DATE 7-1-19 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: SENIOR CIVIL ENGINEER LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE ATWELL LINE "M-1" 11 1"=40' GRAPHIC SCALE 0 20 40 80 160 10 17 CONSTRUCTION NOTES: 2 INSTALL 10" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 11 INSTALL SEWER MAIN CAP. LINE BEARING DISTANCE L1 N 71°29'55" W 291.40' LINE TABLE 8 ADJUST MANHOLE COVER TO GRADE PER CITY STD. DWG. NO. S-5 2610 2600 2620 LINE "M-1" 5 INSTALL PRE-CAST CONCRETE MANHOLE PER CITY STD. DWG. NO. S-3 12 13 14 15 16 HAZEL LANE VERDE WAY LANDMARK WAY ATWELL DRIVE 2610 2600 2620 L2 N 71°29'55" W 108.18' CURVE TABLE CURVE DELTA R L T C1 2°33'39" 420.00' 18.77' 9.39' SHEET 5 OF 19 L3 N 71°29'55" W 34.48' C1 30°41'01" 420.00' 224.92' 115.23' STA. 10+18.77 TO 16+43.27 2 INSTALL 8" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 PINYON LANE HARMONY WAY 11 CL 14 15 CL MH #15 =29+92.05 LANDMARK WAY 1 PROP. SEWER & WATER PER SEPARATE ON-SITE PLANS PROP. SEWER & WATER PER SEPARATE ON-SITE PLANS 12+43.69 CL MH #14
15+35.09 16+77.75 CL MH #13 =10+05.75 HAZEL LANE =19+28.01 VERDE WAY VERDE WAY LINE "M-2" SEE PLAN AND PROFILE ON SHEET 18 2 2 8 5 58 CL MH # 44
10+00.00
10+18.77 11
16+43.27 11 =12+93.58 LINE "M-2"L1 L2 C1 PA 2A TR 37298 8 5 4 7 6 BEG. SEWER LOT "W" PROP. VARIABLE WIDTH PUBLIC SEWER & STORM DRAIN EASEMENT 8" SS 10" SS 10" SS PA 22 TR 37298-1 PARK LOT 6 LOT "R" 1 35 34 33 12"WAT 12"WAT 42" SD 42" SD 24" SD 24" SD PA 1B TR 37298-3 L3 92' 46' 46' 14' 32' 32' 14' 116' 58' 58' 26' 32' 32' 26' 92' 46' 46' 14' 32' 32' 14' LOT "P"LOT "Y" 17 18 19 20 2029 30 31 32 33 8" SS 10" SS 10+02.00
2614.22 INV
12+41.69
2602.12 INV (W)
12+45.69
2601.65 INV (E)
15+33.09
2600.73 INV (W)
15+37.09
2600.53 INV (E)
16+75.75
2600.09 INV (W)
S=0.0505 S=0.0032 S=0.0032
10+00.00
CL MH # 15
CL MH # 14
CL MH # 13 2614.52 8" SEW INV. (N)
2600.09 8" SEW INV. (N)
2623.61 RIM
2620.69 RIM
2615.2 RIM
2613.24 RIM
CL MH # 44
12+43.69
15+35.09
16+77.75 PROP. FS OVER PIPE INSALL 108.18 LF - 10" SDR 26 PVC SEWER INSTALL 287.40 LF - 10" SDR 26 PVC SEWER 222.92 LF - 8" SDR 26 VCP SEWER 2604.34 BOP - 42" SD 2602.06 TOP - 10" SEW 10" SEW INV. (E) 2599.79
2601.95 10" SEW INV. (N)
2614.52 8" SEW INV. (W)
10+18.77
BEGIN SEWER
2613.37 INV
10+18.77
END SEWER
2600.19 INV PROP. SEWER PER TR. 37298-3 ONSITE IMP. PLANS PROP. 8" SEWER PER TR. 37298 ONSITE IMP. PLANS 2608.59 BOP - 8" WATER 2601.06 TOP - 10" SEW 2615.81 BOP - 8" WATER 2604.42 TOP - 8" SEW 638
PROFILE SCALES 1"=40' VERT. 1"=4' PLAN SCALE HORIZ. 1"=40' TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 18 PP.dwg Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 11:42:45 AM By: station105 MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.02.2019 09:23:44 AM Author:---- Last Edit: 07.02.2019 11:36:35 AM By: Station105 REVISIONS MARK APPR DATE Call before you D g W.O. No. CIP No. PROJECT No. SHEET OF 19 ON-SITE SEWER AND WATER IMPROVEMENT PLAN M O R S E TRACT NO. 37298-1 S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 PLANS PREPARED BY: SUBMITTED BY: EDWARD J. LENTH RCE# 052496 EXP. 12-31-20 DATE 7-1-19 SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY: ARTURO VELA, RCE #75696 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE CITY OF BANNING EXP. 6/30/20 RECOMMENDED FOR APPROVAL BY: SENIOR CIVIL ENGINEER LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE ATWELL LINE "M-2" & LINE "M-3" 11 1"=40' GRAPHIC SCALE 0 20 40 80 160 10 18 LINE "M-2" 12 13
3 INSTALL 12" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15 LOT 'Y' PA 3 CONSTRUCTION NOTES:2 INSTALL 10" SDR 26 PVC SEWER MAIN PER CITY STD. DWG. NO. S-15
ATWELL DRIVE
LANDMARK WAY
COOL WATER WAY
QUAIL WAY 10 11 12 13 2620 2610 2600 2620 2610 2600 2615 2605 2595 2615 2605 2595
TIMBRE WAY VERDE WAY
LANDMARK WAY LINE "M-3" LINE BEARING DISTANCE L1 N 15°08'23" E 36.42' LINE TABLE L3 N 42°24'40" E 22.43' SHEET 10 OF 19
APEX STREET
SHEET 4 OF 19
SHEET 11 OF 19 TR 37298 TR 37298-2 PA 1A PA 2A TR 37298-1 LOT 2 L2 N 15°08'23" E 257.66' L4 N 42°24'40" E 248.46' 11 INSTALL SEWER MAIN CAP TRACT BOUNDARY LC 11
C
11 L CL MH #15 =29+92.05 LANDMARK WAY 12+94.08 2 =12+93.58 LINE "M-2" PROP. R/W 54
5 LOT 'W'
6 LOT 'Q'PA 22 PARK 12" WATER SEE PLAN AND PROFILE ON SHEET 10 116'
58'
58'
26'
32'
32'
26' LINE "M-1" SEE PLAN AND PROFILE ON SHEET 17
PROP. R/WPROP. R/W 53 52 51 55 56 LOT 'P' LINE "M-1" SEE PLAN AND PROFILE ON SHEET 17 PROPOSED SEWER AND WATER PER SEPARATE ON-SITE PLANS CL MH #16 =10+12.87 COOL WATER WAY 10+00.00 =10+03.90 QUAIL WAY PROPOSED 42" STORM DRAIN PER SEPARATE ON-SITE PLANS PROPOSED STORM DRAIN PER SEPARATE ON-SITE PLANS 11 12 CL L2
28 29
30 31
32 19
20 20 L1
46'
92'
46' 32'
25'
14'
21'
6'
10+36.42 11 TRACT BOUNDARY
10"SS
8"SS LOT 6
2608
2607
2608
2609
2606
2605
2610
13 14 11 12
CL CL MH #8 =19+17.91 VERDE WAY 10+0.00 = 9+96.64 TIMBRE WAY CL MH #7 =46+48.40 LANDMARK WAY 12+70.88 =46+48.40 LANDMARK SEWER 15 14 16 17 PA 35A 3 LANDMARK WAY SEWER SEE PLAN AND PROFILE ON SHEET 11 PROPOSED 12" WATER SEE SHEET 11 OF 18 PROPOSED SEWER AND WATER PER SEPARATE ON-SITE PLANS PROP. R/W
PROP. R/W TRACT BOUNDARY PROPOSED SEWER AND WATER PER SEPARATE ON-SITE PLANS L4 44 45
46 47
47 11
18 19
22 23
24 24 SCHOOL SITE PA 20 LOT 5 TR 37298-3 PA 1B LOT "M" TR 37298-3 PA 1B 10"SS L3
46'
92'
46' 32'
25'
14'
21'
10"SS 10+22.43 11 12"SS
12"SS 2603.18 INV(W) 2603.18 INV(E)
10+02.00
2602.88 INV (S) S=0.0032
12+92.08
2601.95 INV (N)
2614.72 RIM PROP. FS OVER PIPE
2620.69 RIM INSTALL 255.66 LF - 10" SDR 26 PVC SEWER
10+00.00
CL MH # 16
12+94.08
CL MH # 15
10+36.42
BEGIN SEWER
2602.77 INV PROP. 8" SEWER PER TR. 37298 ONSITE IMP. PLANS 2601.95 8" SEW INV. (W) 10" SEW INV. (E) 2601.65
2610.09 BOP - 8" WATER
2603.74 TOP - 10" SEW
10+00.00
CL MH # 8
2609.08 RIM
12+70.88
CL MH # 7
2605.11 RIM
S=0.0101
10+02.00
2595.56 INV (S)
12+68.88
2592.86 INV (N)
INSTALL 246.46 LF - 12" SDR 26 PVC SEWER PROP. FS OVER PIPE 10+22.43
BEGIN SEWER
2595.35 INV
2595.86
10" SEW INV. (W)
2595.86
10" SEW INV. (N)
=46+48.40 LANDMARK WAY 2592.66
8" SEW INV. (E)
639
PROFILE SCALES
1"=40'
VERT. 1"=4'
PLAN SCALE
HORIZ. 1"=40'
TRACT NO. 37298-1, ON-SITE SEWER & WATER IMPROVEMENT PLAN MDS File: 89404 37298-1 SWSht 19 PP.dwg
Plot Scale: 0.386863 Dwg Scale: ---- Plot Date: 07.02.2019 12:09:06 PM By: jchu MDS Proj. Data: I:\89404\ENGINEERING\Plans\37298-1\Sewer Water\Onsite Created: 07.01.2019 11:14:30 AM Author:---- Last Edit: 07.02.2019 08:45:39 AM By: Jchu
REVISIONS
MARK APPR DATE
Call before you D g W.O. No.
CIP No.
PROJECT No.
SHEET OF 19
ON-SITE SEWER AND WATER IMPROVEMENT PLAN
M O R S E TRACT NO. 37298-1
S C H U L T Z Voice: 949-251-8821
P L A N N E R S E N G I N E E R S S U R V E Y O R S
17320 Redhill Avenue
Suite 350
Irvine, CA 92614
PLANS PREPARED BY: SUBMITTED BY:
EDWARD J. LENTH
RCE# 052496 EXP. 12-31-20
DATE 7-1-19
SUBMITTAL NO. 4 FOR PLAN CHECK, NOT FOR CONSTRUCTION, 7-1-19 APPROVED BY:
ARTURO VELA, RCE #75696
PUBLIC WORKS DIRECTOR/CITY ENGINEER
DATE
CITY OF BANNING
EXP. 6/30/20
RECOMMENDED FOR APPROVAL BY:
SENIOR CIVIL ENGINEER
LUIS A. CARDENAS, RCE #78335 EXP. 9/30/19 DATE
19 ATWELL
PROFILE SHEET
10 10
LINE "M-10"
2660
2670
17+30.46 MEADOWLINE WAY
2660
2670
2660
2670
2660
2670
11 12
2650
2640
2630
2650
2640
2630
LINE "L-10"
SEE SHEET 8
LINE "L-4"
12 13
2660
2670
2660
2670
=09+74.86 FUTURE STREET
SEE SHEET 6
LINE "M-11"
17+37.61 MEADOWLINE WAY
=09+74.86 FUTURE STREET
SEE SHEET 6
10 14+89.83 LANDMARK WAY =9+75.00 EVENFALL DR.
12+07.62 MEADOWLINE WAY
SEE SHEET 6 LINE "N"
=10+70.67 LINE "N"
SEE SHEET 7
25+88.91 MEADOWLINE WAY
10 11 12 17+37.61 LINE "M-11" =9+74.86 FUTURE STREET 2657.44 INV - 12" 10+23.05 12" BLIND FLANGE 2657.85 INV S=0.0050
L= 48.19 LF INSTALL 8" DIP (CLASS 350) WITH V-BIO POLYETHYLENE ENCASEMENT,
AND RESTRAINED JOINTS
CATHODIC PROTECTION, 2657.61 INV-8" =9+74.86 FUTURE STREET 2657.75 INV - 8" S=0.0050 2657.58 INV - 12" 10+70.71 8" BLIND FLANGE 2658.23 INV 17+30.46 LINE "M-10" 9+85.86 X-ING 8" NON-POTABLE WAT 10+13.87 X-ING 8" SEWER 2657.95 INV - 8" WAT 2654.75 TOP - 8" SEWER 2656.17 TOP-8" NON-POTABLE 2657.81 INV - 8" WAT INSTALL 8" DIP (CLASS 350) WITH
L= 95.72 LF
V-BIO POLYETHYLENE ENCASEMENT,
CATHODIC PROTECTION,
AND RESTRAINED JOINTS 09+75.00 2641.88 INV/COM. 12" TEE S=-0.0050
PROP. FS @ ST. CL
2641.89 INV
8" WAT/ON-SITE
L=47'
RESTRAINED 09+28.00 2642.29 INV 8" BLIND FLANGE
2642.03 INV
8" WAT/COM. 09+28.00 2638.48 INV
276.00 LF
8" SDR 26 PVC SEWER SEWER PLUG 2641.74 INV/ON-SITE
S=-0.0060
L=24'
S=0.0120
INV(E) 10" SEW
2634.81
2635.01
INV(N) 10" SEW 12+04.00 2635.17 INV(W) 11+61.75 SEW X-ING 18" SD 2636.40 TOP SEW 2637.90 BOT SD 12+00.67 SEW X-ING 18" SD 2635.67 BOT SEW 2633.32 TOP SD 2645.28 RIM EL 12+06.00 CL M.H. #12 8" CROSS 11+89.00 GB 2640.46 INV JOINTS
INSTALL 320.00 LF 8" DIP11+72.00 45° ELBOW 11+79.00 2640.52 INV 45° ELBOW 2640.56 INV L=41' 11+48.00
RESTRAINED
JOINTS
L=59'
RESTRAINED
JOINTS 12+48.00 2639.87 INV 8" BLIND FLANGE
S=-0.0100
(CLASS 350) WATER WITH
V-BIO POLYETHYLENE
12" WAT X-ING EX. 30" GAS
2658.78 TOP - EX. 30" GAS
2667.85 BOP- 12" WAT
12+15.88 12+07.62 2667.88 INV
S=0.0185
FF=2674.87
PAD=2674.2 12+53.62 2668.87 INV BLIND FLANGE WATER INTERCONNECT BUILDING
6.0'
46.00 L.F.
12” DIP (CLASS 350) WITH V-BIO
POLYETHYLENE ENCASEMENT,
CATHODIC PROTECTION,AND
RESTRAINED JOINTS
PROPOSED FS OVER PIPE 2647.32 RIM EL 10+00.00 CL M.H. #9 10+02.00 2637.70 INV(N) CL MH. #27 2648.03 RIM EL 12+02.82 2638.30 INV(S) INV(N) 8" SEW
2638.50
200.81 LF
10" SDR 26 PVC SEWER
2637.40
INV(W) 10" SEW
INV(E) 8" SEW
2637.60
S=0.0030 11+84.62 30" GAS X-ING SEWER 2639.75 TOP SEWER 2641.75 BOP GAS
2.0' 2638.50
INV(N) 8" SEW 11+76.54 12" WTR X-ING SEWER 2642.64 BOP WTR 2639.06 TOP SEWER 12+04.82 LINE "N" =25+88.91 MEADOWLINE WAY 640
641
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CITY OF BANNING
STAFF REPORT
TO: CITY COUNCIL
FROM: Douglas Schulze, City Manager
PREPARED BY: Art Vela, Public Works Director
MEETING DATE: May 14, 2024
SUBJECT: Consideration of Resolution 2024-69, Approving the Funding Agreement Between the City of Banning and the Riverside County Flood Control and Water Conservation District for the Banning Water Canyon Storm Water Percolation Basins Emergency Repair Project No. 5-0-10001 RECOMMENDATION:
Adopt Resolution 2024-69.
BACKGROUND:
The City of Banning owns several acres in the Banning Water Canyon on the north side of the City just north of Bluff Street. The City has several assets in the Banning Water Canyon including wells, transmission water mains, and recharge/percolation basins. As water travels down the water canyon it is diverted into a series of percolation basins were the water is stored and allowed to percolate into the groundwater for extraction at a later date. The operations of capturing, recharge and extraction is a critical strategy to meet the City's water demands.
The percolation basins were negatively impacted by Tropical Storm Hilary in 2023 and the debris from the Apple Fire of August 2020 worsened the impact on the basins. Many of the basins have slope damage and have been filled with debris and sediment and require to be repaired and dredged ("Project").
Recognizing that the Project is essential in that it will reduce demand on imported water and maximize local the use of local water supplies, the Riverside County Flood Control and Water Conservation District (RCFC&WCD) has agreed to assist in funding 75%, up to $750,000, of the project costs.
Staff plans to solicit bids in May, 2024 for the construction of the Project.
JUSTIFICATION:
The percolation basins in the Banning Water Canyon were damaged as a result of Tropical Storm Hilary and worsened by debris flows related to the Apple Fire of August 2020 and must be repaired and dredged in order to properly work as intended (water capture and recharge). RCFC&WCD has agreed to assist in partially funding the project and in order to receive the funding the City must approve and execute a Funding Agreement between the City of Banning and RCFC&WCD.
FISCAL IMPACT:
City staff estimates that the cost to repair and dredge 36 percolation basins will cost approximately $1,000,000. The Funding Agreement will provide for up to 75%, or $750,000, to complete the project.
The City's match of 25% ($250,000) will be funded by Fund 660 (Water Operations), which has an 728
approximately fund balance of $26,000,000.
ALTERNATIVES:
Do not adopt Resolution 2024-69, which will require the City to fully fund the Project.
ATTACHMENTS:
1. Resolution 2024-69, RCFCWCD Agreement for Banning Water Canyon.docx
2. Funding Agreement - Banning Water Canyon FINAL 04.18.24.pdf 729
Resolution 2024-69