Public Works & Transportation Committee
September 9, 2025

AMENDMENT #1
TO
CONTRACT # 032824-NVS

THIS AMENDMENT, effective upon the date of the last signature below, is by and between Sourcewell and Navistar, Inc. (n/k/a International Motors, LLC), 75 Fountain St., Suite 310, Providence, RI 02902 (Supplier).

Sourcewell awarded a contract to the Supplier to provide Class 4-8 Chassis and Cabs with Related Equipment, Accessories, and Services to Sourcewell and its Participating Entities, effective July 2, 2024, through July 9, 2028 (Contract).

Navistar Inc. has rebranded and changed its name and street address to the following:

International Motors, LLC, a Delaware entity d/b/a International Motors USA LLC in Illinois, Missouri, New Jersey, Ohio, and Utah, having a principal place of business at 2701 International Drive, Lisle, IL 60532.

Sourcewell acknowledges Supplier’s current rebranding efforts, and has agreed to amend the Contract to accommodate the new corporate name, International Motors, LLC.

Except as amended, the Contract remains in full force and effect.

Sourcewell

By: ____________________________________
Jeremy Schwartz, Chief Procurement Officer
Date: __________________________________
International Motors, LLC*

By: ________________________________________

Name: _____________________________________

Title: ______________________________________

Date: ______________________________________

*International Motors, LLC d/b/a International
Motors USA LLC in Illinois, Missouri, New Jersey,
Ohio, and Utah.









  




"














!





"





334
Sourcewell Contract # 032824-NVS | Amendment #2

AMENDMENT #2
TO
CONTRACT # 032824-NVS

THIS AMENDMENT is effective upon the date of the last signature below by and between Sourcewell and International Motors, LLC, d/b/a International Motors USA LLC in Illinois, Missouri, New Jersey, Ohio, and Utah. (Supplier).

Sourcewell awarded a contract to the Supplier to provide Class 4-8 Chassis and Cabs with Related Equipment, Accessories, and Services to Sourcewell and its Participating Entities, effective July 2, 2024, through July 9, 2028 (Contract).

The parties wish to amend the contract to update Suppliers pricing strategy.

NOW, THEREFORE, the parties amend the Contract as follows:

Delete Line 60 in its entirety and replace it with:

Percentage discount will vary by product category, but ranges from 3% to 20% off MSRP. In addition to our parts discount, and in response to customer demand, we recognize that our customer base would like to have their supporting International® Truck dealer provide maintenance, repair, and/or fleet management services in conjunction with parts purchases.

Pricing for these services shall be determined on a case-by-case basis and will be submitted in advance to Sourcewell for review and approval through the established Pricing and Proposal (P&P) process prior to commencement of any such services.

Except as amended by this Amendment, the Contract remains in full force and effect.

Sourcewell International Motors, LLC

B y : B y :

Jeremy Schwartz Lynn Harris
Chief Operating Officer National Accounts Sales Director

D a t e : D a t e :








 

















335
110421-CMW

Rev. 3/2021 1

Solicitation Number: RFP #110421

CONTRACT

This Contract is between Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 (Sourcewell) and The Charles Machine Works, Inc., 1959 West Fir Ave., Perry, OK 73077 (Supplier).

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

Sourcewell issued a public solicitation for Public Utility Equipment with Related Accessories and Supplies from which Supplier was awarded a contract.

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

1. TERM OF CONTRACT

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

B. EXPIRATION DATE AND EXTENSION. This Contract expires December 27, 2025, unless it is cancelled sooner pursuant to Article 22. This Contract may be extended one additional year upon the request of Sourcewell and written agreement by Supplier.

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

2. EQUIPMENT, PRODUCTS, OR SERVICES

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







 




336
110421-CMW

Rev. 3/2021 2

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

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

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

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

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

In addition, Supplier warrants the Equipment, Products, and Services are suitable for and will perform in accordance with the ordinary use for which they are intended for the duration of Supplier’s written warranty for such item. Other than the warranties in this paragraph, and Supplier’s express written warranties for its products, Supplier expressly disclaims all other warranties, express or implied. Supplier agrees to work with its dealers and distributors to assist the Participating Entity in reaching a resolution in any dispute over warranty terms with the manufacturer. Any manufacturer’s warranty that is effective beyond the expiration of the Supplier’s warranty will be passed on to the Participating Entity.

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

3. PRICING

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

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

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









 




337
110421-CMW

Rev. 3/2021 3

A. SHIPPING AND SHIPPING COSTS. All delivered Equipment and Products must be properly packaged. Damaged Equipment and Products may be rejected. If the damage is not readily apparent at the time of delivery, Supplier must permit the Equipment and Products to be returned within a reasonable time at no cost to Sourcewell or its Participating Entities.

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

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

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

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

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

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

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

4. PRODUCT AND PRICING CHANGE REQUESTS

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

At a minimum, the request must:

x Identify the applicable Sourcewell contract number;








 




338
110421-CMW

Rev. 3/2021 4

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

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

5. PARTICIPATION, CONTRACT ACCESS, AND PARTICIPATING ENTITY REQUIREMENTS

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

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

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

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

6. PARTICIPATING ENTITY USE AND PURCHASING

A. ORDERS AND PAYMENT. To access the contracted Equipment, Products, or Services under this Contract, a Participating Entity must clearly indicate to Supplier that it intends to access this Contract; however, order flow and procedure will be developed jointly between Sourcewell and Supplier. Typically, a Participating Entity will issue an order directly to Supplier or its authorized 







 




339
110421-CMW

Rev. 3/2021 5

subsidiary, distributor, dealer, or reseller. If a Participating Entity issues a purchase order, it may use its own forms, but the purchase order should clearly note the applicable Sourcewell contract number. All Participating Entity orders under this Contract must be issued prior to expiration or cancellation of this Contract; however, Supplier performance, Participating Entity payment obligations, and any applicable warranty periods or other Supplier or Participating Entity obligations may extend beyond the term of this Contract.

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

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

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

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

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

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

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

7. CUSTOMER SERVICE

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








 




340
110421-CMW

Rev. 3/2021 6

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

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

8. REPORT ON CONTRACT SALES ACTIVITY AND ADMINISTRATIVE FEE PAYMENT

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

The Report must contain the following fields:

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

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









 




341
110421-CMW

Rev. 3/2021 7

The Supplier will submit payment to Sourcewell for the percentage of administrative fee stated in the Proposal multiplied by the total sales of all Equipment, Products, and Services purchased by Participating Entities under this Contract during each calendar quarter. Payments should note the Supplier’s name and Sourcewell-assigned contract number in the memo; and must be mailed to the address above “Attn: Accounts Receivable” or remitted electronically to Sourcewell’s banking institution per Sourcewell’s Finance department instructions. Payments must be received no later than 45 calendar days after the end of each calendar quarter.

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

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

9. AUTHORIZED REPRESENTATIVE

Sourcewell's Authorized Representative is its Chief Procurement Officer.

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

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

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

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

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

D. WAIVER. Failure by either party to take action or assert any right under this Contract will not be deemed a waiver of such right in the event of the continuation or repetition of the 







 




342
110421-CMW

Rev. 3/2021 8

circumstances giving rise to such right. Any such waiver must be in writing and signed by the parties.

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

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

11. INDEMNITY AND HOLD HARMLESS

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

12. GOVERNMENT DATA PRACTICES

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

13. INTELLECTUAL PROPERTY, PUBLICITY, MARKETING, AND ENDORSEMENT

A. INTELLECTUAL PROPERTY

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







 




343
110421-CMW

Rev. 3/2021 9

2. Limited Right of Sublicense. The right and license granted herein includes a limited right of each party to grant sublicenses to their respective subsidiaries, distributors, dealers, resellers, marketing representatives, and agents (collectively “Permitted Sublicensees”) in advertising and promotional materials for the purpose of marketing the Parties’ relationship to Participating Entities. Any sublicense granted will be subject to the terms and conditions of this Article. Each party will be responsible for any breach of this Article by any of their respective sublicensees.

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

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

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

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

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

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









 




344
110421-CMW

Rev. 3/2021 10

14. GOVERNING LAW, JURISDICTION, AND VENUE

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

15. FORCE MAJEURE

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

16. SEVERABILITY

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

17. PERFORMANCE, DEFAULT, AND REMEDIES

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

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

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

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

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

1. Nonperformance of contractual requirements, or

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







 




345
110421-CMW

Rev. 3/2021 11

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

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

18. INSURANCE

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

1. Workers’ Compensation and Employer’s Liability.

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

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

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

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

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

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







 




346
110421-CMW

Rev. 3/2021 12

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

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

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

Minimum Limits:
$2,000,000

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

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

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

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

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

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







 




347
110421-CMW

Rev. 3/2021 13

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

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

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

19. COMPLIANCE

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

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

20. BANKRUPTCY, DEBARMENT, OR SUSPENSION CERTIFICATION

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

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









 




348
110421-CMW

Rev. 3/2021 14

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

UNITED STATES FEDERAL AWARDS OR OTHER AWARDS

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

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

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

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

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







 




349
110421-CMW

Rev. 3/2021 15

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

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

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

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

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

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







 




350
110421-CMW

Rev. 3/2021 16

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

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

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

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

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

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

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







 




351
110421-CMW

Rev. 3/2021 17

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

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

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

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

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

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

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

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

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









 




352
110421-CMW

Rev. 3/2021 18

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

22. CANCELLATION

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

Sourcewell The Charles Machine Works, Inc.

By: __________________________ By: __________________________ Jeremy Schwartz Kevin Smith
Title: Chief Procurement Officer Ti tle: General Manager, Ditch Witch Construction

Date: ________________________

Date: ________________________

Approved:

By: __________________________
Chad Coauette
Title: Executive Director/CEO

Date: ________________________









 











 











353
5)33XEOLF8WLOLW\(TXLSPHQWZLWK5HODWHG$FFHVVRULHV DQG6XSSOLHV

9HQGRU'HWDLOV
&RPSDQ\1DPH
7KH&KDUOHV0DFKLQH:RUNV,QF
'RHV\RXUFRPSDQ\FRQGXFW
EXVLQHVVXQGHUDQ\RWKHUQDPH",I
\HVSOHDVHVWDWH

'LWFK:LWFK
$GGUHVV



:)LU$YH
3HUU\2.
&RQWDFW
0LNH6 SLOODUV
(PDLO
PLNHVSLOODUV#GLWFKZLWFKFRP
3KRQH


+67

6XEPLVVLRQ'HWDLOV
&UHDWHG2Q
0RQGD\6HSWHPEHU


6XEPLWWHG2Q
:HGQHVGD\1RYHPEHU


6XEPLWWHG%\
0LNH6SLOODUV
(PDLO
PLNHVSLOODUV#GLWFKZLWFKFRP
7UDQVDFWLRQ
DD
EEGEIEI

6XEPLWWHU
V,3$GGUHVV

Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




354
6SHFLILFDWLRQV
7DEOH
3URSRVHU,GHQWLW\ $XWKRUL]HG5HSUHVHQWDWLYHV
*HQHUDO,QVWUXFWLRQV 
DSSOLHVWRDOO7DEOHV
6RXUFHZHOOSUHIHUVDEULHIEXWWKRURXJKUHVSRQVHWRHDFKTXHVWLRQ'RQRWPHUHO\DWWDFKDGGLWLRQDOGRFXPHQWVWR\RXU UHVSRQVHZLWKRXWDOVRSURYLGLQJDVXEVWDQWLYHUHVSRQVH'RQRWOHDYHDQVZHUVEODQN UHVSRQG³1$´LIWKHTXHVWLRQGRHVQRWDSSO\WR\RX
SUHIHUDEO\ZLWKDQ
H[SODQDWLRQ


/LQH
,WHP 4XHVWLRQ 5HVSRQVH 
 3URSRVHUௐ/HJDOௐ1DPHௐ
RQHௐOHJDOௐHQWLW\ௐRQO\

ௐௐ
,QௐWKHௐ
HYHQWௐRIௐDZDUGௐZLOOௐH[HFXWHௐWKHௐUHVXOWLQJௐFRQWUDFWௐ
DVௐ6XSSOLHU

7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ,QF

 ,GHQWLI\ௐDOOௐVXEVLGLDU\ௐHQWLWLHVௐRIௐWKHௐ3URSRVHUௐZKRVHௐ HTXLSPHQWௐSURGXFWVௐRUௐVHUYLFHVௐDUHௐLQFOXGHGௐLQௐWKHௐ
3URSRVDO
+DPPHUKHDGௐ7UHQFKOHVVௐ$PHULFDQௐ$XJHUVௐ6XEVLWHௐ(OHFWURQLFV 
 ,GHQWLI\ௐDOOௐDSSOLFDEOHௐDVVXPHGௐQDPHVௐRUௐ'%$ௐQDPHVௐRIௐ WKHௐ3URSRVHUௐRUௐ3URSRVHU
VௐVXEVLGLDULHVௐLQௐ/LQHௐௐRUௐ
/LQHௐௐDERYH
'LWFKௐ:LWFKௐ+DPPHUKHDGௐ0ROHVௐ6XEVLWH

 3URSRVHUௐ3K\VLFDOௐ$GGUHVV


ௐ:HVWௐ)LUௐ$YH
3HUU\ௐ2.ௐ 
 3URSRVHUௐZHEVLWHௐDGGUHVVௐ
RUௐDGGUHVVHV

ZZZGLWF KZLWFKFRP 
 3URSRVHU
Vௐ$XWKRUL]HGௐ5HSUHVHQWDWLYHௐ
QDPHௐWLWOHௐ
DGGUHVVௐHPDLOௐDGGUHVVௐ ௐSKRQH
ௐ
7KHௐUHSUHVHQWDWLYHௐ
PXVWௐKDYHௐDXWKRULW\ௐWRௐVLJQௐWKHௐ³3URSRVHU¶Vௐ$VVXUDQFHௐ
RIௐ&RPSOLDQFH´ௐRQௐEHKDOIௐRIௐWKHௐ3URSRVHUௐDQGௐLQௐWKHௐ
HYHQWௐRIௐDZDUGௐZLOOௐEHௐH[SHFWHGௐWRௐH[HFXWHௐWKHௐUHVXOWLQJௐ

FRQWUDFW

.HYLQௐ6PLWK
*HQHUDOௐ0DQDJHUௐ'LWFKௐ:LWFKௐ&RQVWUXFWLRQ


ௐ:HVWௐ)LUௐ$YH
3HUU\ௐ2.ௐ
NVPLWK#GLWFKZLWFKFRP
3+
ௐ
ௐௐ

 3URSRVHU
VௐSULPDU\ௐFRQWDFWௐIRUௐWKLVௐSURSRVDOௐ
QDPHௐWLWOHௐ
DGGUHVVௐHPDLOௐDGGUHVVௐ ௐSKRQH

0LNHௐ6SLOODUV
&RUSRUDWHௐ$FFRXQWVௐ0DQDJHU


ௐ:HVWௐ)LUௐ$YH
3HUU\ௐ2.ௐ
PLNHVSLOODUV#GLWFKZLWFKFRP



 3URSRVHU
VௐRWKHUௐFRQWDFWVௐIRUௐWKLVௐSURSRVDOௐLIௐDQ\ௐ

QDPHௐWLWOHௐDGGUHVVௐHPDLOௐDGGUHVVௐ ௐSKRQH

7RGGௐ0LOOHU
6Uௐ,QVLGHௐ6DOHVௐ5HSUHVHQWDWLYH


ௐ:HVWௐ)LUௐ$YH
3HUU\ௐ2.ௐ
WRGGPLOOHU#GLWFKZLWFKFRP

7DEOH
&RPSDQ\,QIRUPDWLRQDQG)LQDQFLDO6WUHQJWK
/LQH
,WHP 4XHVWLRQ 5HVSRQVH 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




355

3URYLGHௐDௐEULHIௐKLVWRU\ௐRIௐ\RXUௐFRPSDQ\ௐLQFOXGLQJௐ\RXUௐ FRPSDQ\¶VௐFRUHௐYDOXHVௐEXVLQHVVௐSKLORVRSK\ௐDQGௐ
LQGXVWU\ௐORQJHYLW\ௐUHODWHGௐWRௐWKHௐUHTXHVWHGௐHTXLSPHQWௐ SURGXFWVௐRUௐVHUYLFHV
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ
'LWFKௐ:LWFK
ௐZDVௐDௐSULYDWHO\ௐKHOGௐFRPSDQ\ௐIURPௐ

ௐXQWLOௐEHLQJௐ
DFTXLUHGௐE\ௐ7KHௐ7RURௐ&RPSDQ\ௐLQௐHDUO\ௐ
ௐDQGௐEHFDPHௐWKHௐ'LWFKௐ:LWFKௐGLYLVLRQௐRIௐ7RURௐௐௐௐ'LWFKௐ :LWFKŠௐLVௐWKHௐSUHPLHUௐPDQXIDFWXUHUௐRIௐ8QGHUJURXQGௐ&RQVWUXFWLRQௐ(TXLSPHQWௐWKDWௐDGGUHVVHVௐQHHGVௐLQௐ VHYHUDOௐPDUNHWVௐOLNHௐ8WLOLWLHVௐ8WLOLW\ௐ&RQWUDFWRUVௐ3LSHOLQHௐ&RQWUDFWRUVௐ7HOFRPௐ,QGXVWU\ௐ5HQWDOௐ,QGXVWU\ௐ *RYHUQPHQWௐDQGௐ,QIUDVWUXFWXUHௐWRௐQDPHௐDௐIHZௐ7KHௐSURGXFWVௐRIIHUHGௐDUHௐ7UHQFKHUVௐ9LEUDWRU\ௐ3ORZVௐ &RPSDFWௐ8WLOLW\ௐ(TXLSPHQWௐ'LUHFWLRQDOௐ'ULOOVௐ9DFXXPௐ([FDYDWLRQௐ+DPPHU+HDGŠௐ3QHXPDWLFௐ7RROVௐDVௐ ZHOOௐDVௐ6XEVLWHŠௐ8WLOLW\ௐ/RFDWLQJ+''ௐ*XLGDQFHௐ(OHFWURQLFVௐ :HௐLQYHQWHGௐWKHௐILUVWௐFRPSDFWௐXWLOLW\ௐOLQHௐWUHQFKHUௐ
ௐ\HDUVௐDJRௐDQGௐDUHௐSDUWQHUHGௐZLWKௐDௐVSHFLDOLVWௐ
'LWFKௐ:LWFKŠௐGHDOHUௐRUJDQL]DWLRQௐZKLFKௐLVௐWKHௐHQY\ௐRIௐWKHௐLQGXVWU\ௐ2XUௐYLVLRQௐLVௐWRௐSURYLGHௐWKHௐEHVWௐ VROXWLRQVௐIRUௐVXFFHVVௐLQௐWKHௐXQGHUJURXQGௐFRQVWUXFWLRQௐPDUNHWௐZRUOGZLGHௐE\ௐGHOLYHULQJௐDௐVXSHULRUௐ FXVWRPHUௐH[SHULHQFHௐ
2XUௐ&RUHௐ9DOXHVௐDUH
ௐௐ,QWHJULW\ௐDERYHௐDOOௐWKLQJV
ௐ3ULGHௐDVௐLQGLYLGXDOVௐDQGௐDௐFRPSDQ\
ௐ&DUHௐIRUௐRXUௐ
IDPLOLHVௐRXUௐIHOORZௐZRUNHUVௐRXUௐFRPPXQLW\ௐRXUௐFXVWRPHUVௐௐDQGௐWKHௐZRUOGௐLQௐZKLFKௐZHௐOLYH ௐ$ௐ
3LRQHHULQJௐ6SLULWௐWKDWௐGULYHVௐRXUௐDJJUHVVLYHQHVVௐDQGௐLQQRYDWLRQ 6LQFHௐLWVௐLQFHSWLRQௐWKHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐKDVௐUHPDLQHGௐIRFXVHGௐRQௐWKHௐXQGHUJURXQGௐXWLOLW\ௐ PDUNHWௐZKLOHௐZHௐZRUNHGௐWRௐFRQWLQXRXVO\ௐH[SDQGௐDQGௐVWUHQJWKHQௐRXUௐVXSSRUWௐRIௐWKLVௐPDUNHWௐE\ௐ FRQWLQXRXVO\ௐOHDGLQJௐWKHௐLQGXVWU\ௐLQௐXQGHUJURXQGௐHTXLSPHQWௐVXFKௐDVௐGLUHFWLRQDOௐGULOOVௐXQGHUJURXQGௐ PROHVௐDQGௐVXEௐWHUUDLQௐHOHFWURQLFV
$OOௐLIௐWKHௐ'LWFKௐ:LWFKௐSURGXFWVௐDUHௐPDQXIDFWXUHGௐDQGௐVKLSSHGௐIURPௐRXUௐPDQXIDFWXULQJௐIDFXOWLHVௐLQௐ3HUU\ௐ 2NODKRPDௐௐ$ௐODUJHௐPDMRULW\ௐRIௐWKHௐHPSOR\HHVௐDWௐ'LWFKௐ:LWFKௐOLYHௐLQௐDQGௐDURXQGௐWKHௐFRPPXQLW\ௐDQGௐ WKHUHIRUHௐZHௐWDNHௐSULGHௐLQௐWKHௐTXDOLW\ௐRIௐWKHௐSURGXFWVௐWKDWௐZHௐSURGXFH 2XUௐORQJHYLW\ௐLQௐWKHௐPDUNHWௐSODFHௐLVௐURRWHGௐLQௐRXUௐDELOLW\ௐWRௐIRUPௐDௐUHODWLRQVKLSௐEHWZHHQௐWKHௐIDFWRU\ௐ DQGௐRXUௐFXVWRPHUVௐE\ௐLQVXULQJௐWKDWௐRXUௐ5HJLRQௐ0DQDJHUVௐVSHQGௐDௐPLQLPXPௐRIௐWZRௐZHHNVௐSHUௐPRQWKௐ LQௐWKHௐILHOGௐZLWKௐRXUௐGHDOHUVௐWDONLQJௐDQGௐLQWHUDFWLQJௐZLWKௐRXUௐHQGௐFXVWRPHUVௐ2IௐFRXUVHௐWKLVௐVFKHGXOHௐ KDVௐEHHQௐKDPSHUHGௐZLWKௐ&RYLG
ௐWUDYHOௐUHVWULFWLRQௐLQௐWKHௐODVWௐௐPRQWKௐௐ:HௐZLOOௐKRZHYHUௐUHVXPHௐDௐ VLPLODUௐVFKHGXOHௐDVௐ&RYLGௐUHVWULFWLRQVௐHDVH
3OHDVHௐQRWHௐWKDWௐZKHUHௐSRVVLEOHௐDOOௐDQVZHUVௐDUHௐVSHFLILFௐWRௐ7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ'LWFKௐ:LWFKௐ 6XEVLWHௐDQGௐ+DPPHUKHDGௐEUDQGVௐௐௐ+RZHYHUௐFHUWDLQௐDQVZHUVௐPXVWௐLQFOXGHௐ7KHௐ7RURௐ&RPSDQ\ௐௐௐ ([DPSOHVௐRIௐWKHVHௐDQVZHUVௐDUHௐLQௐTXHVWLRQVௐZKLFKௐDUHௐLQௐUHJDUGVௐWRௐௐEXWௐQRWௐOLPLWHGௐWRௐFRPSDQ\ௐ ILQDQFLDOௐVWDWHPHQWVௐPDUNHWௐVKDUHௐVXVWDLQDELOLW\ௐDZDUGVௐHWFௐௐ:HௐKDYHௐWULHGௐWRௐEHௐDVௐVSHFLILFௐDVௐ SRVVLEOHௐLQௐRXUௐDQVZHUV

 :KDWௐDUHௐ\RXUௐFRPSDQ\¶VௐH[SHFWDWLRQVௐLQௐWKHௐHYHQWௐRIௐ DQௐDZDUG"
7RௐFRQWLQXHௐWRௐJURZௐRXUௐEXVLQHVVௐZLWKௐPHPEHUVௐRIௐ6RXUFHZHOOௐDVௐZHௐKDYHௐGRQHௐZLWKௐRXUௐFXUUHQWௐ FRQWUDFWௐ
:HௐZRUNௐZLWKௐRXUௐQHWZRUNௐRIௐ'LWFKௐ:LWFKŠௐGHDOHUVௐDQGௐWKHLUௐVDOHVௐSHUVRQQHOௐWRௐSURPRWHௐWKHௐ 6RXUFHZHOOௐFRQWUDFWௐWRௐDOOௐ*RYHUQPHQWௐ(GXFDWLRQௐDQGௐ1RQ3URILWௐRUJDQL]DWLRQVௐZLWKLQௐWKHLUௐFRQWUDFWHGௐ DUHDVௐRIௐUHVSRQVLELOLW\ௐDQGௐWRௐLQFUHPHQWDOO\ௐJURZௐRXUௐVDOHVௐRIௐ'LWFKௐ:LWFKௐDQGௐUHODWHGௐSURGXFWVௐXVLQJௐ WKHௐ6RXUFHZHOOௐFRQWUDFW

 'HPRQVWUDWHௐ\RXUௐILQDQFLDOௐVWUHQJWKௐDQGௐVWDELOLW\ௐZLWKௐ PHDQLQJIXOௐGDWDௐ7KLVௐFRXOGௐLQFOXGHௐVXFKௐLWHPVௐDVௐ
ILQDQFLDOௐVWDWHPHQWVௐ6(&ௐILOLQJVௐFUHGLWௐDQGௐERQGௐ
UDWLQJVௐOHWWHUVௐRIௐFUHGLWௐDQGௐGHWDLOHGௐUHIHUHQFHௐOHWWHUVௐ 8SORDGௐVXSSRUWLQJௐGRFXPHQWVௐ
DVௐDSSOLFDEOH
ௐLQௐWKHௐ
GRFXPHQWௐXSORDGௐVHFWLRQௐRIௐ\RXUௐUHVSRQVH
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ
'LWFKௐ:LWFK
ௐLVௐDௐZKROO\ௐRZQHGௐVXEVLGLDU\ௐRIௐ7KHௐ7RURௐ&RPSDQ\ௐDQGௐDVௐ VXFKௐDWWDFKHGௐLVௐ7KHௐ7RURௐ&RPSDQ\
Vௐ)RUPௐ4ௐILOLQJௐZLWKௐWKHௐ8QLWHGௐ6WDWHVௐ6HFXULW\ௐDQGௐ([FKDQJHௐ &RPPLVVLRQௐௐ7KHௐILOLQJௐRIௐWKHௐ4XDUWHUO\ௐ5HSRUWௐ3XUVXDQWௐWRௐ6HFWLRQௐௐRUௐ G
ௐRIௐWKHௐ6HFXULWLHVௐ
([FKDQJHௐ$FWௐRIௐ

7KHௐ)RUPௐ4ௐLVௐDௐௐSDJHௐSXEOLFௐVWDWHPHQWௐRIௐILQDQFHVௐDQGௐRXWORRNௐRIௐRXUௐFRPSDQ\ௐௐ$ௐWKRURXJKௐ UHYLHZௐRIௐWKHௐILOLQJௐZLOOௐUHYHDOௐDௐFRPSDQ\ௐWKDWௐKDVௐDௐKLVWRU\ௐRIௐVWURQJௐILQDQFLDOௐSHUIRUPDQFHௐௐ7KHUHௐLVௐ DOVRௐDௐGHPRQVWUDWHGௐKLVWRU\ௐRIௐJURZLQJௐRXUௐEXVLQHVVௐERWKௐLQௐWHUPVௐRIௐRUJDQLFௐJURZWKௐDQGௐWKURXJKௐ DFTXLVLWLRQௐRIௐFRPSOHPHQWDU\ௐFRPSDQLHVௐWKDWௐZLOOௐHQKDQFHௐRXUௐFXUUHQWௐSURGXFWௐRIIHULQJV 
 :KDWௐLVௐ\RXUௐ86ௐPDUNHWௐVKDUHௐIRUௐWKHௐVROXWLRQVௐWKDWௐ \RXௐDUHௐSURSRVLQJ"
6LQFHௐRXUௐSDUHQWௐFRPSDQ\ௐ
7KHௐ7RURௐ&RPSDQ\
ௐLVௐSXEOLFO\ௐWUDGHGௐZHௐDUHௐQRWௐDOORZHGௐWRௐGLYXOJHௐ
PDUNHWௐVKDUHௐLQIRUPDWLRQௐௐௐௐௐ'LWFKௐ:LWFKௐKDVௐHQMR\HGௐDௐYHU\ௐKHDOWK\ௐPDUNHWௐVKDUHௐLQௐDOOௐRIௐWKHௐ PDUNHWVௐWKDWௐZHௐSDUWLFLSDWHௐDQGௐDUHௐRIIHULQJௐLQௐWKLVௐSURSRVDOௐ ௐ2XUௐPDUNHWௐVKDUHௐKDVௐOHGௐWKHௐQDPHௐRIௐ
'LWFKௐ:LWFKௐWRௐEHFRPHௐV\QRQ\PRXVௐZLWKௐWKHௐXQGHUJURXQGௐXWLOLW\ௐPDUNHW 
 :KDWௐLVௐ\RXUௐ&DQDGLDQௐPDUNHWௐVKDUHௐIRUௐWKHௐVROXWLRQVௐ WKDWௐ\RXௐDUHௐSURSRVLQJ"
6LQFHௐRXUௐSDUHQWௐFRPSDQ\ௐ
7KHௐ7RURௐ&RPSDQ\
ௐLVௐSXEOLFO\ௐWUDGHGௐZHௐDUHௐQRWௐDOORZHGௐWRௐGLYXOJHௐ
PDUNHWௐVKDUHௐLQIRUPDWLRQௐௐௐௐௐ'LWFKௐ:LWFKௐKDVௐHQMR\HGௐDௐYHU\ௐKHDOWK\ௐPDUNHWௐVKDUHௐLQௐDOOௐRIௐWKHௐ PDUNHWVௐWKDWௐZHௐSDUWLFLSDWHௐDQGௐDUHௐRIIHULQJௐLQௐWKLVௐSURSRVDOௐௐ2XUௐPDUNHWௐVKDUHௐKDVௐOHGௐWKHௐQDPHௐRIௐ 'LWFKௐ:LWFKௐWRௐEHFRPHௐV\QRQ\PRXVௐZLWKௐWKHௐXQGHUJURXQGௐXWLOLW\ௐPDUNHW 
 +DVௐ\RXUௐEXVLQHVVௐHYHUௐSHWLWLRQHGௐIRUௐEDQNUXSWF\ௐ
SURWHFWLRQ"ௐ,IௐVRௐH[SODLQௐLQௐGHWDLO
12 
 +RZௐLVௐ\RXUௐRUJDQL]DWLRQௐEHVWௐGHVFULEHG
ௐLVௐLWௐDௐ
PDQXIDFWXUHUௐDௐGLVWULEXWRUGHDOHUUHVHOOHUௐRUௐDௐVHUYLFHௐ SURYLGHU"ௐௐ$QVZHUௐZKLFKHYHUௐTXHVWLRQௐ
HLWKHUௐD
ௐRUௐE
ௐ
MXVWௐEHORZ
ௐEHVWௐDSSOLHVௐWRௐ\RXUௐRUJDQL]DWLRQ
D
ௐௐௐௐ,Iௐ\RXUௐFRPSDQ\ௐLVௐEHVWௐGHVFULEHGௐDVௐDௐ
GLVWULEXWRUGHDOHUUHVHOOHUௐ
RUௐVLPLODUௐHQWLW\
ௐSURYLGHௐ\RXUௐ
ZULWWHQௐDXWKRUL]DWLRQௐWRௐDFWௐDVௐDௐ
GLVWULEXWRUGHDOHUUHVHOOHUௐIRUௐWKHௐPDQXIDFWXUHUௐRIௐWKHௐ SURGXFWVௐSURSRVHGௐLQௐWKLVௐ5)3ௐ,IௐDSSOLFDEOHௐLVௐ\RXUௐ
GHDOHUௐQHWZRUNௐLQGHSHQGHQWௐRUௐFRPSDQ\ௐRZQHG"
E
ௐௐௐௐ,Iௐ\RXUௐFRPSDQ\ௐLVௐEHVWௐGHVFULEHGௐDVௐDௐ
PDQXIDFWXUHUௐRUௐVHUYLFHௐSURYLGHUௐGHVFULEHௐ\RXUௐ
UHODWLRQVKLSௐZLWKௐ\RXUௐVDOHVௐDQGௐVHUYLFHௐIRUFHௐDQGௐZLWKௐ \RXUௐGHDOHUௐQHWZRUNௐLQௐGHOLYHULQJௐWKHௐSURGXFWVௐDQGௐ
VHUYLFHVௐSURSRVHGௐLQௐWKLVௐ5)3ௐ$UHௐWKHVHௐLQGLYLGXDOVௐ
\RXUௐHPSOR\HHVௐRUௐWKHௐHPSOR\HHVௐRIௐDௐWKLUGௐSDUW\"
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ,QFௐ
'LWFKௐ:LWFK
ௐLVௐEHVWௐGHVFULEHGௐDVௐDௐ0DQXIDFWXUHU
:HௐKDYHௐSURJUDPVௐLQௐSODFHௐWKDWௐDUHௐQDWLRQDOௐLQௐVFRSHௐLQௐZKLFKௐRXUௐVSHFLDOLVWௐ'LWFKௐ:LWFKŠௐGHDOHUVKLSௐ RUJDQL]DWLRQௐSUHSVௐDQGௐGHOLYHUVௐWKHௐHTXLSPHQWௐWRௐDௐFXVWRPHUௐZKRௐKDVௐSXUFKDVHGௐWKURXJKௐWKHௐSURJUDPௐ :HௐLQYRLFHௐWKHௐ6RXUFHZHOOௐFXVWRPHUௐIURPௐWKHௐPDQXIDFWXUHUௐDQGௐIXQGௐRXUௐGHDOHUVௐIRUௐWKHௐVDOHௐRIௐWKHௐ HTXLSPHQWௐௐ2XUௐGHDOHUVௐDUHௐSULYDWHௐHQWLWLHVௐDQGௐDVௐVXFKௐORFDOௐVDOHVௐDQGௐVHUYLFHௐௐSURIHVVLRQDOVௐDUHௐ HPSOR\HGௐE\ௐWKHௐORFDOௐGHDOHUVௐௐௐௐௐ7KDWௐVDLGௐ'LWFKௐ:LWFKௐKDVௐ5HJLRQௐ6DOHVௐ0DQDJHUVௐDQGௐ6HUYLFHௐ 0DQDJHUVௐWKDWௐZRUNௐFORVHO\ௐZLWKௐWKHௐORFDOௐGHDOHUௐDQGௐFXVWRPHUVௐLQௐDOOௐDUHDVௐRIௐVDOHVௐDQGௐVHUYLFHௐRIௐ RXUௐHTXLSPHQW 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




356
 ,IௐDSSOLFDEOHௐSURYLGHௐDௐGHWDLOHGௐH[SODQDWLRQௐRXWOLQLQJௐ WKHௐOLFHQVHVௐDQGௐFHUWLILFDWLRQVௐWKDWௐDUHௐERWKௐUHTXLUHGௐWRௐ EHௐKHOGௐDQGௐDFWXDOO\ௐKHOGௐE\ௐ\RXUௐRUJDQL]DWLRQௐ

LQFOXGLQJௐWKLUGௐSDUWLHVௐDQGௐVXEFRQWUDFWRUVௐWKDWௐ\RXௐXVH ௐ
LQௐSXUVXLWௐRIௐWKHௐEXVLQHVVௐFRQWHPSODWHGௐE\ௐWKLVௐ5)3
'LWFKௐ:LWFKௐIDPLO\ௐRIௐSURGXFWVௐDUHௐGHVLJQHGௐDQGௐEXLOWௐLQௐWKHௐ8QLWHGௐ6WDWHVௐDQGௐDUHௐEXLOWௐWRௐFRPSO\ௐ ZLWKௐDOOௐDSSOLFDEOHௐYROXQWDU\ௐVDIHW\ௐDQGௐHQYLURQPHQWDOௐVWDQGDUGVௐௐ7KLVௐLQFOXGHVௐ,62ௐ&RQVWUXFWLRQௐ (TXLSPHQWௐ([KDXVWௐDQGௐ(YDSRUDWLYHௐVWDQGDUGVௐVHWௐE\ௐWKHௐ(3$ௐ (QYLURQPHQWDOௐ3URWHFWLRQௐ$JHQF\
ௐDQGௐ
WKHௐ&DOLIRUQLDௐ$LUௐ5HVRXUFHVௐ%RDUGௐ
&$5%
ௐௐ
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐKDVௐDௐPDQXIDFWXUHU¶VௐOLFHQVHௐLQௐRXUௐKRPHௐVWDWHௐRIௐ2NODKRPDௐDVௐZHOOௐDVௐ DௐOLFHQVHௐWRௐVHOOௐXVHGௐYHKLFOHVௐௐௐ:HௐDOVRௐKROGௐOLFHQVHVௐWRௐVHOOௐYHKLFOHVௐLQௐWKHௐIROORZLQJௐVWDWHVௐௐௐ $UL]RQDௐ&DOLIRUQLDௐ1HEUDVNDௐ8WDKௐ7HQQHVVHHௐ)ORULGDௐDQGௐ2KLRௐௐௐ)RUௐRXUௐSURGXFWVௐWKDWௐDUHௐVROGௐ ZLWKௐWUDLOHUVௐZHௐKROGௐDௐQHZௐDQGௐXVHGௐWUDLOHUௐGHDOHUௐOLFHQVHௐLQௐWKHௐ6WDWHௐRIௐ2NODKRPD ,1ௐDGGLWLRQௐWRௐWKHௐOLFHQVHVௐRZQHGௐE\ௐ7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐWKHௐFRQWUDFWHGௐ'LWFKௐ:LWFKௐGHDOHUVௐ DOOௐKROGௐWKHௐDSSURSULDWHௐOLFHQVHVௐDQGௐFHUWLILFDWLRQVௐQHFHVVDU\ௐWRௐVHOOௐDQGௐVHUYLFHௐWKHௐ&KDUOHVௐ0DFKLQHௐ ZRUNVௐIDPLO\ௐRIௐSURGXFWVௐLQௐWKHௐ6WDWHVௐDQGௐ3URYLQFHVௐIRUௐZKLFKௐWKH\ௐLQGHSHQGHQWO\ௐRSHUDWHௐௐ 'LWFKௐ:LWFKௐDOVRௐUHTXLUHVௐLWVௐIDFWRU\ௐVDOHVௐSHUVRQQHOௐDQGௐGHDOHUௐVDOHVௐSHUVRQQHOௐWRௐFRPSOHWHௐDௐYHU\ௐ UREXVWௐVDOHVௐDQGௐVHUYLFHௐVFKRROVௐYLDௐWKHௐ'LWFKௐ:LWFKௐ&HUWLILHGௐ7UDLQLQJௐ3URJUDPV 
 3URYLGHௐDOOௐ³6XVSHQVLRQௐRUௐ'HEDUPHQW´ௐLQIRUPDWLRQௐWKDWௐ KDVௐDSSOLHGௐWRௐ\RXUௐRUJDQL]DWLRQௐGXULQJௐWKHௐSDVWௐWHQௐ
\HDUV
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐKDVௐQRWௐEHHQௐXQGHUௐDQ\ௐVXVSHQVLRQௐRUௐGHEDUPHQWௐLQௐWKHௐSDVWௐௐ\HDUV 
7DEOH
,QGXVWU\5HFRJQLWLRQ 0DUNHWSODFH6XFFHVV
/LQH
,WHP 4XHVWLRQ 5HVSRQVH 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




357
 'HVFULEHௐDQ\ௐUHOHYDQWௐLQGXVWU\ௐDZDUGVௐRUௐUHFRJQLWLRQௐ WKDWௐ\RXUௐFRPSDQ\ௐKDVௐUHFHLYHGௐLQௐWKHௐSDVWௐILYHௐ\HDUV
'LWFKௐ:LWFKௐ$ZDUGVௐ
ௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐ&RPSDFWௐ(TXLSPHQW
ௐ&;6HULHVௐZDONEHKLQGௐWUHQFKHU
‡ௐௐௐௐ7KHௐ&;6HULHVௐZDONEHKLQGௐWUHQFKHUௐOLQHௐZDVௐVHOHFWHGௐDVௐDௐZLQQHUௐRIௐ &RPSDFWௐ(TXLSPHQWௐ0DJD]LQH¶Vௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐIRUௐLWVௐFXWWLQJHGJHௐVKRUWௐWUDFNORQJௐWUDFNௐGHVLJQ ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐ5HQWDOௐ0DJD]LQH
ௐ&;6HULHVௐZDONEHKLQGௐWUHQFKHU
‡ௐௐௐௐ7KHௐ&;6HULHVௐZDONEHKLQGௐWUHQFKHUௐOLQHௐZDVௐVHOHFWHGௐIRUௐDQௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐIRUௐLWVௐ 0DJD]LQH¶Vௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐIRUௐLWVௐVKRUWௐWUDFNORQJௐWUDFNௐGHVLJQ ௐ&RQWUDFWRU¶Vௐ7RSௐௐ1HZௐ3URGXFWVௐ$ZDUGௐ(TXLSPHQWௐ7RGD\ ௐ6.ௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐDVௐRQHௐRIௐWKHௐWRSௐௐQHZௐSURGXFWVௐIRUௐFRQWUDFWRUVௐRIௐௐE\ௐ (TXLSPHQWௐ7RGD\ௐZKLFKௐFLWHGௐWKHௐPDFKLQH¶VௐFRQVWUXFWLRQJUDGHௐGXUDELOLW\ௐDQGௐKLJKௐRSHUDWLQJௐFDSDFLW\ௐ FRPSDUHGௐWRௐVLPLODUௐPRGHOV
ௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐ&RPSDFWௐ(TXLSPHQW
ௐ6.ௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐDVௐDQௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐZLQQHUௐIURPௐ&RPSDFWௐ(TXLSPHQWௐGXHௐWRௐ WKHௐPDFKLQH¶VௐH[FHSWLRQDOௐSRZHUௐFRPSDUHGௐWRௐVLPLODUௐPRGHOV ௐ$EERWௐ0RVWௐ,QQRYDWLYHௐ3URGXFWௐ$ZDUGௐ1$677
ௐ-7ௐKRUL]RQWDOௐGLUHFWLRQDOௐGULOO
‡ௐௐௐௐ7KHௐ-7ௐKRUL]RQWDOௐGLUHFWLRQDOௐGULOOௐZDVௐVHOHFWHGௐE\ௐWKHௐ1$677ௐDVௐWKHௐPRVWௐLQQRYDWLYHௐQHZௐ SURGXFWௐRIௐ
ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐ5HQWDOௐ0DJD]LQH
ௐ6.ௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐE\ௐ5HQWDOௐ0DJD]LQHௐDVௐDQௐHGLWRU¶VௐFKRLFHௐDZDUGௐZLQQHUௐIRUௐLWVௐEHVW LQFODVVௐRSHUDWLQJௐFDSDFLW\ௐDQGௐFRQVWUXFWLRQJUDGHௐGXUDELOLW\ 7ZHQW\ௐIRUௐௐ$ZDUGௐ:LQQHUௐ/DQGVFDSHௐ%XVLQHVV
ௐ6.ௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐDVௐRQHௐRIௐWKHௐௐWRSௐQHZௐSURGXFWVௐRIௐௐLQௐWKHௐODQGVFDSLQJௐ LQGXVWU\
ௐ&RQWUDFWRU¶Vௐ7RSௐௐ1HZௐ3URGXFWVௐ$ZDUGௐ(TXLSPHQWௐ7RGD\ ௐ6.ௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐDVௐRQHௐRIௐWKHௐWRSௐௐQHZௐSURGXFWVௐIRUௐFRQWUDFWRUVௐRIௐௐE\ௐ (TXLSPHQWௐ7RGD\ௐGXHௐWRௐLWVௐEHVWLQFODVVௐRSHUDWLQJௐFDSDFLW\ ௐ%LJௐ,URQௐ'HDOHUௐ$ZDUGௐ)LQDOLVWௐ(TXLSPHQWௐ:RUOG
ௐ'LWFKௐ:LWFKௐRIௐ2NODKRPDௐ$UNDQVDVௐDQGௐWKHௐ
5RFNLHV
‡ௐௐௐௐ'LWFKௐ:LWFKௐRIௐ2NODKRPDௐ$UNDQVDVௐDQGௐWKHௐ5RFNLHVௐZDVௐQDPHGௐDVௐDௐILQDOLVWௐIRUௐWKHௐ%LJௐ,URQௐ 'HDOHUௐ$ZDUGௐIURPௐ(TXLSPHQWௐ7RGD\ௐ7KHௐDZDUGௐKRQRUVௐWKHௐWRSௐHTXLSPHQWௐGHDOHUVௐLQௐWKHௐFRXQWU\ௐIRUௐ FRPPXQLW\ௐHQJDJHPHQWௐFXVWRPHUௐHGXFDWLRQௐVWDIIௐWUDLQLQJௐDQGௐPDUNHWLQJௐLQLWLDWLYHVௐDORQJௐZLWKௐVDOHVௐ UHQWDOௐDQGௐVHUYLFHௐSHUIRUPDQFH

ௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐ,QQRYDWLYHௐ,URQௐ$ZDUG
ௐ6.ௐIXOOVL]HௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐIXOOVL]HௐVWDQGRQௐVNLGௐVWHHUௐZDVௐQDPHGௐDVௐDQௐ,QQRYDWLYHௐ,URQௐ$ZDUGௐZLQQHUௐIURPௐ &RPSDFWௐ(TXLSPHQWௐZKLFKௐFLWHGௐWKHௐPDFKLQHV¶ௐEHVWLQFODVVௐRSHUDWLQJௐFDSDFLW\ 
ௐ%LJௐ,URQௐ'HDOHUௐ$ZDUGௐ)LQDOLVWௐ(TXLSPHQWௐ:RUOG
ௐ2UDQJHௐ3RZHUௐ*URXSௐ'LWFKௐ:LWFKௐ'HDOHUVKLS
‡ௐௐௐௐ7KHௐ2UDQJHௐ3RZHUௐ*URXSௐZDVௐQDPHGௐDVௐDௐILQDOLVWௐIRUௐWKHௐ%LJௐ,URQௐ'HDOHUௐ$ZDUGௐIURPௐ (TXLSPHQWௐ7RGD\ௐ7KHௐDZDUGௐKRQRUVௐWKHௐWRSௐHTXLSPHQWௐGHDOHUVௐLQௐWKHௐFRXQWU\ௐIRUௐFRPPXQLW\ௐ HQJDJHPHQWௐFXVWRPHUௐHGXFDWLRQௐVWDIIௐWUDLQLQJௐDQGௐPDUNHWLQJௐLQLWLDWLYHVௐDORQJௐZLWKௐVDOHVௐUHQWDOௐDQGௐ VHUYLFHௐSHUIRUPDQFH

ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐ*UHHQௐ,QGXVWU\ௐ3URV
ௐ'LWFKௐ:LWFKௐ)DPLO\ௐRIௐ6.V
‡ௐௐௐௐ7KHௐ'LWFKௐ:LWFKௐOLQHௐRIௐVWDQGRQௐVNLGௐVWHHUVௐZDVௐVHOHFWHGௐE\ௐ*UHHQௐ ,QGXVWU\ௐ3URVௐIRUௐDௐ
ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUG
7ZHQW\ௐIRUௐௐ$ZDUGௐ/DQGVFDSHௐ%XVLQHVV
ௐ6.ௐIXOOVL]HௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐDVௐRQHௐRIௐWKHௐௐWRSௐQHZௐSURGXFWVௐRIௐௐLQௐWKHௐODQGVFDSLQJௐ LQGXVWU\
ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐ*UHHQௐ,QGXVWU\ௐ3URV
ௐ6.ௐIXOOVL]HௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ7KHௐ6.ௐZDVௐVHOHFWHGௐE\ௐ*UHHQௐ,QGXVWU\ௐ3URVௐIRUௐDௐ ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUG
ௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐ5HQWDOௐ0DJD]LQH
ௐ6.ௐIXOOVL]HௐVWDQGRQௐVNLGௐVWHHU
‡ௐௐௐௐ5HQWDOௐ0DJD]LQHௐVHOHFWHGௐWKHௐ6.ௐDVௐDQௐHGLWRU¶VௐFKRLFHௐDZDUGௐZLQQHUௐIRUௐௐKRQRULQJௐ WKHௐ\HDU¶VௐWRSௐSURGXFWVௐLQௐWKHௐUHQWDOௐLQGXVWU\
ௐ$EERWௐ0RVWௐ,QQRYDWLYHௐ3URGXFWௐ$ZDUGௐ1$677
ௐ-7ௐKRUL]RQWDOௐGLUHFWLRQDOௐGULOO
‡ௐௐௐௐ7KHௐ-7ௐZDVௐVHOHFWHGௐE\ௐWKHௐ1$677ௐDVௐRQHௐRIௐWKUHHௐILQDOLVWVௐIRUௐWKHௐPRVWௐLQQRYDWLYHௐQHZௐ SURGXFWௐRIௐ


:KDWௐSHUFHQWDJHௐRIௐ\RXUௐVDOHVௐDUHௐWRௐWKHௐ
JRYHUQPHQWDOௐVHFWRUௐLQௐWKHௐSDVWௐWKUHHௐ\HDUV
$VௐDௐSXEOLFO\ௐWUDGHGௐFRPSDQ\ௐRXUௐSDUHQWௐFRPSDQ\ௐ7KHௐ7RURௐ&RPSDQ\ௐFRQVLGHUVௐWKLVௐW\SHௐRIௐ FXVWRPHUௐLQIRUPDWLRQௐDVௐFRQILGHQWLDOௐௐௐௐ+RZHYHUௐSHUௐRXUௐSXEOLFO\ௐILOHGௐ)RUPௐ4ௐUHYHQXHVௐWKURXJKௐ 4ௐIRUௐ)<ௐௐE\ௐPDUNHWௐVHJPHQWௐDUHௐDVௐIROORZV
1HWௐ6DOHVௐE\ௐ6HJPHQW
ௐௐ3URIHVVLRQDOௐௐௐ5HVLGHQWLDOௐௐ2WKHUௐ

 :KDWௐSHUFHQWDJHௐRIௐ\RXUௐVDOHVௐDUHௐWRௐWKHௐHGXFDWLRQௐ
VHFWRUௐLQௐWKHௐSDVWௐWKUHHௐ\HDUV
$VௐDௐSXEOLFO\ௐWUDGHGௐFRPSDQ\ௐRXUௐSDUHQWௐFRPSDQ\ௐ7KHௐ7RURௐ&RPSDQ\ௐFRQVLGHUVௐWKLVௐW\SHௐRIௐ FXVWRPHUௐLQIRUPDWLRQௐDVௐFRQILGHQWLDOௐௐௐௐ+RZHYHUௐSHUௐRXUௐSXEOLFO\ௐILOHGௐ)RUPௐ4ௐUHYHQXHVௐWKURXJKௐ 4ௐIRUௐ)<ௐௐE\ௐPDUNHWௐVHJPHQWௐDUHௐDVௐIROORZV
1HWௐ6DOHVௐE\ௐ6HJPHQW
ௐௐ3URIHVVLRQDOௐௐௐ5HVLGHQWLDOௐௐ2WKHUௐ

 /LVWௐDQ\ௐVWDWHௐSURYLQFLDOௐRUௐFRRSHUDWLYHௐSXUFKDVLQJௐ FRQWUDFWVௐWKDWௐ\RXௐKROGௐ:KDWௐLVௐWKHௐDQQXDOௐVDOHVௐ
YROXPHௐIRUௐHDFKௐRIௐWKHVHௐFRQWUDFWVௐRYHUௐWKHௐSDVWௐWKUHHௐ \HDUV"
6RXUFHZHOOௐ3XEOLFௐ8WLOLW\ௐ&RQWUDFWௐLVௐWKHௐRQO\ௐ&RRSHUDWLYHௐFRQWUDFWௐDZDUGHGௐWRௐ7KHௐ&KDUOHVௐ0DFKLQHௐ :RUNVௐௐௐௐ+RZHYHUௐRXUௐSURGXFWVௐDUHௐVROGௐWKRXJKௐERWKௐDQௐ+*$&ௐDQGௐ%X\ௐ%RDUGௐFRQWUDFWௐWKDWௐLVௐ DGPLQLVWHUHGௐE\ௐDௐWKLUGௐSDUW\ௐZKRௐKDQGOHVௐWKHௐSULFLQJௐTXRWLQJௐLQYRLFLQJௐDQGௐDQ\ௐDXGLWVௐ UHTXHVWHGௐௐௐௐ6RXUFHZHOOௐLVௐRXUௐSUHPLHUௐFRRSHUDWLYHௐFRQWUDFWௐDQGௐLVௐWKHௐRQO\ௐFRQWUDFWௐWKDWௐ'LWFKௐ :LWFKௐௐFRQGXFWVௐGHDOHUௐWUDLQLQJௐDQGௐPDUNHWVௐZLWKௐRXUௐGHDOHUௐQHWZRUN 1RWH
ௐ$VௐDௐSXEOLFO\ௐWUDGHGௐFRPSDQ\ௐWKHௐGHWDLOHGௐVDOHVௐLQIRUPDWLRQௐIRUௐHDFKௐFRQWUDFWௐLVௐFRQVLGHUHGௐ FRQILGHQWLDO

Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




358
 /LVWௐDQ\ௐ*6$ௐFRQWUDFWVௐRUௐ6WDQGLQJௐ2IIHUVௐDQGௐ6XSSO\ௐ $UUDQJHPHQWVௐ
626$
ௐWKDWௐ\RXௐKROGௐ:KDWௐLVௐWKHௐ
DQQXDOௐVDOHVௐYROXPHௐIRUௐHDFKௐRIௐWKHVHௐFRQWUDFWVௐRYHUௐ
WKHௐSDVWௐWKUHHௐ\HDUV"
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐGRHVௐQRWௐKROGௐDௐ*6$ௐFRQWUDFWௐEXWௐOLNHௐ+*$&ௐDQGௐ%X\ௐ%RDUGௐRXUௐ SURGXFWVௐDUHௐVROGௐRQௐDௐ*6$ௐFRQWUDFWௐWKDWௐLVௐDGPLQLVWHUHGௐWKURXJKௐDௐWKLUGௐSDUW\ௐௐௐ 1RWH
ௐ$VௐDௐSXEOLFO\ௐWUDGHGௐFRPSDQ\ௐWKHௐGHWDLOHGௐVDOHVௐLQIRUPDWLRQௐIRUௐHDFKௐFRQWUDFWௐLVௐFRQVLGHUHGௐ FRQILGHQWLDO

7DEOH
5HIHUHQFHV7HVWLPRQLDOV
/LQH,WHP 6XSSO\UHIHUHQFHLQIRUPDWLRQIURPWKUHHFXVWRPHUVZKRDUHHOLJLEOHWREH6RXUFHZHOOSDUWLFLSDWLQJHQWLWLHV (QWLW\1DPH
&RQWDFW1DPH
3KRQH1XPEHU
&LW\ௐRIௐ%HUWKRXG %UDQGRQௐ.HHJDQ

 
&LW\ௐRIௐ-HIIHUVRQYLOOH - RKQௐ:DOOLQJ  
$XJXVWDௐ&RXQW\ௐ6HUYLFHௐ$XWKRULW\ &KXFNௐ%XWOHU 
 
7DEOH
7RS)LYH*RYHUQPHQWRU(GXFDWLRQ&XVWRPHUV
/LQH,WHP 3URYLGHDOLVWRI\RXUWRSILYHJRYHUQPHQWHGXFDWLRQRUQRQSURILWFXVWRPHUV HQWLW\QDPHLVRSWLRQDO
LQFOXGLQJHQWLW\W\SHWKHVWDWHRUSURYLQFHWKH
HQWLW\LVORFDWHGLQVFRSHRIWKHSURMHFW
V
VL]HRIWUDQVDFWLRQ
V
DQGGROODUYROXPHVIURPWKHSDVWWKUHH\HDUV
(QWLW\1DPH (QWLW\7\SH 
6WDWH3URYLQFH
6FRSHRI:RUN
6L]HRI7UDQVDFWLRQV
'ROODU9ROXPH3DVW7KUHH
<HDUV
&RQILGHQWLDO *RYHUQPHQW 7H[DV7; 0DFKLQHVௐSXUFKDVHGௐIRUௐ8WLOLW\ௐ ,QVWDOODWLRQV0DLQWHQDQFH
ௐ8QLWV 
 
&RQILGHQWLDO *RYHUQPHQW 1RUWK&DUROLQD 1& 0DFKLQHVௐSXUFKDVHGௐIRU ௐ8WLOLW\ௐ ,QVWDOODWLRQV0DLQWHQDQFH
ௐ8QLWV  
&RQILGHQWLDO *RYHUQPHQW 7 HQQHVVHH71 0DFKLQHVௐSXUFKDVHGௐIRUௐ8WLOLW\ௐ ,QVWDOODWLRQV0DLQWHQDQFH
ௐ8QLWV  
&RQILGHQWLDO *RYHUQPHQW $ODEDPD$/ 0DFKLQHVௐSXUFKDVHGௐIRUௐ8WLOLW \ௐ ,QVWDOODWLRQV0DLQWHQDQFHௐDQGௐRWKHUௐPLVFௐ
PXQLFLSDOௐZRUN
ௐ8QLWV 


&RQILGHQWLDO *RYHUQPHQW :DV KLQJWRQ:$ 0DFKLQHVௐSXUFKDVHGௐIRUௐ8WLOLW\ௐ ,QVWDOODWLRQV0DLQWHQDQFH
ௐ8QLWV 
 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




359
7DEOH
$ELOLW\WR6HOODQG'HOLYHU6HUYLFH
'HVFULEH\RXUFRPSDQ\¶VFDSDELOLW\WRPHHWWKHQHHGVRI6RXUFHZHOOSDUWLFLSDWLQJHQWLWLHVDFURVVWKH86DQG&DQDGDDVDSSOLFDEOH<RXUUHVSRQVHVKRXOGDGGUHVV LQGHWDLODWOHDVWWKHIROORZLQJDUHDV
ORFDWLRQVRI\RXUQHWZRUNRIVDOHVDQGVHUYLFHSURYLGHUVWKHQXPEHURIZRUNHUV IXOOWLPHHTXLYDOHQWV
LQYROYHGLQHDFKVHFWRU
ZKHWKHUWKHVHZRUNHUVDUH\RXUGLUHFWHPSOR\HHV
RUHPSOR\HHVRIDWKLUGSDUW\
DQGDQ\RYHUODSEHWZHHQWKHVDOHVDQGVHUYLFHIXQFWLRQV /LQH
,WHP 4XHVWLRQ 5HVSRQVH 
 6DOHVௐIRUFH 7KHௐ'LWFKௐ:LWFKŠௐ)DFWRU\ௐKDVௐௐVDOHVௐSURGXFWௐVS HFLDOLVWVௐDQGௐPDUNHWLQJௐSHUVRQQHOௐZKRௐZRUNௐZLWKௐRXUௐ VSHFLDOLVWௐGHDOHUVKLSௐRUJDQL]DWLRQௐDFURVVௐWKHௐHQWLUHௐ8QLWHGௐ6WDWHVௐDQGௐ&DQDGDௐLQௐDOOௐIDFHWVௐRIௐWKHௐ EXVLQHVVௐௐ'HDOHUVௐHPSOR\ௐPRUHௐWKDQௐௐSURIHVVLRQDOௐVDOHVSHUVRQVௐLQௐWKHௐORFDOௐDUHDௐPDUNHWVௐDFURVVௐ WKHௐ86ௐDQGௐ&DQDGDௐWKDWௐDUHௐSRVLWLRQHGௐWRௐVHUYLFHௐDOOௐ6RXUFHZHOOௐPHPEHUV 
 'HDOHUௐQHWZRUNௐRUௐRWKHUௐGLVWULEXWLRQௐPHWKRGV :HௐKDYHௐDQௐLQGHS HQGHQWௐVSHFLDOL]HGௐ'LWFKௐ:LWFKŠௐGHDOHUௐRUJDQL]DWLRQௐLQௐ1RUWKௐ$PHULFDௐZKRVHௐIRFXVௐLVௐ WKHௐVDOHVௐVHUYLFHௐDQGௐVXSSRUWௐRIௐWKHௐ'LWFKௐ:LWFKௐ+DPPHU+HDGŠௐDQGௐ6XEVLWHŠௐSURGXFWௐOLQHVௐ7KHUHௐ DUHௐௐGHDOHUௐRZQHUVௐZLWKௐRYHUௐௐEUDQFKௐORFDWLRQVௐLQௐ1RUWKௐ$PHULFDௐ:LWKLQௐWKRVHௐORFDWLRQVௐWKHUHௐ DUHௐௐVDOHVௐSHUVRQQHOௐDQGௐௐSDUWVௐHPSOR\HHVௐWRௐSURYLGHௐVDOHVௐVXSSRUWௐDQGௐWUDLQLQJௐWRௐ'LWFKௐ :LWFKௐFXVWRPHUVௐௐௐ:HௐKDYHௐLQFOXGHGௐDௐOLVWௐRIௐRXUௐGHDOHUVௐDQGௐWKHLUௐORFDWLRQVௐZLWKௐWKLVௐSURSRVDO 
 6HUYLFHௐIRUFH ,QௐDGGLWLRQௐWRௐDௐWHDPௐRIௐ6HUYLFHௐ6XSSRUWௐDQGௐ3D UWVௐ6XSSRUWVௐ0DQDJHUVௐORFDWHGௐLQௐWKHௐ3HUU\ௐ&DPSXVௐ WKHௐGHDOHUVKLSௐRUJDQL]DWLRQௐKDVௐZHOOௐRYHUௐௐWUDLQHGௐVHUYLFHௐSHUVRQQHOௐWKURXJKRXWௐ1RUWKௐ$PHULFDௐWRௐ SURYLGHௐXQPDWFKHGௐVHUYLFHௐVXSSRUWௐWRௐRXUௐFXVWRPHUVௐௐ7KHௐIDFWRU\ௐHPSOR\HHVௐDQGௐWKHௐGHDOHUVௐ HPSOR\HHVௐZRUNௐLQௐWDQGHPௐWRௐPDNHௐVXUHௐWKDWௐRXUௐFXVWRPHUVௐDUHௐIXOO\ௐVDWLVILHGௐZLWKௐWKHௐSURGXFWLYLW\ௐRIௐ WKHLUௐHTXLSPHQW

 'HVFULEHௐWKHௐRUGHULQJௐSURFHVVௐ,IௐRUGHUVௐZLOOௐEHௐ
KDQGOHGௐE\ௐGLVWULEXWRUVௐGHDOHUVௐRUௐRWKHUVௐH[SODLQௐWKHௐ UHVSHFWLYHௐUROHVௐRIௐWKHௐ3URSRVHUௐDQGௐRWKHUV
2XUௐRUGHUௐSURFHVVௐIRUௐ6RXUFHZHOOௐLVௐDVௐIROORZV

ௐ2XUௐGHDOHUVKLSௐVDOHVௐSHUVRQQHOௐZRUNௐZLWKௐWKHௐ6RXUFHZHOOௐPHPEHUௐWRௐVSHFௐWKHௐHTXLSPHQWௐSURSHUO\ௐIRUௐ WKHLUௐDUHDௐௐ
ௐWKHௐORFDOௐ':ௐGHDOHUௐSURYLGHVௐௐWKLVௐLQIRUPDWLRQௐWRௐRXUௐLQWHUQDOௐ*OREDOௐ$FFRXQWௐJURXSௐWRௐTXRWHௐWKHௐXQLWௐ ZLWKௐWKHௐ6RXUFHZHOOௐSULFLQJௐௐ
ௐ2QFHௐWKHௐ6RXUFHZHOOௐFXVWRPHUௐGHFLGHVௐWRௐSXUFKDVHௐWKHௐ3XUFKDVHௐ2UGHUௐLVௐPDGHௐRXWௐWRௐ7KHௐ&KDUOHVௐ 0DFKLQHௐ:RUNVௐ,QFௐௐ
ௐ7KHௐ'LWFKௐ:LWFKŠௐGHDOHUௐRUGHUVௐWKHௐHTXLSPHQWௐRUௐGHOLYHUVௐRXWௐRIௐWKHLUௐLQYHQWRU\ௐWRௐWKHௐ6RXUFHZHOOௐ FXVWRPHU
ௐ8SRQௐGHOLYHU\ௐWKHௐ'LWFKௐ:LWFKௐGHDOHUௐௐVHQGVௐLQௐDௐGHOLYHU\ௐUHFHLSWௐWRௐWKHௐIDFWRU\ௐ ௐ7KHௐIDFWRU\ௐELOOVௐWKHௐ6RXUFHZHOOௐPHPEHUௐDQGௐDWௐWKHௐVDPHௐWLPHௐIXQGVௐRXUௐGHDOHUௐIRUௐWKHௐVDOHௐௐ %\ௐKDYLQJௐWKLVௐW\SHௐRIௐV\VWHPௐDOOௐ6RXUFHZHOOௐVDOHVௐJRௐWKURXJKௐRQHௐHQWLW\ௐWKHௐIDFWRU\ௐVRௐZHௐFDQௐWUDFNௐ WKHௐVDOHௐDQGௐJLYHௐWKHௐSURSHUௐTXDUWHUO\ௐVDOHVௐDQGௐIHHௐWRௐ6RXUFHZHOO 

'HVFULEHௐLQௐGHWDLOௐWKHௐSURFHVVௐDQGௐSURFHGXUHௐRIௐ
\RXUௐFXVWRPHUௐVHUYLFHௐSURJUDPௐLIௐDSSOLFDEOHௐௐ
,QFOXGHௐ\RXUௐUHVSRQVHWLPHௐFDSDELOLWLHVௐDQGௐ
FRPPLWPHQWVௐDVௐZHOOௐDVௐDQ\ௐLQFHQWLYHVௐWKDWௐKHOSௐ
\RXUௐSURYLGHUVௐPHHWௐ\RXUௐVWDWHGௐVHUYLFHௐJRDOVௐRUௐ
SURPLVHV
$VௐLQGLFDWHGௐLQௐTXHVWLRQVௐௐZHௐKDYHௐDQௐH[WHQVLYHௐVSHFLDOL]HGௐ'HDOHUௐ1HWZRUNௐZLWKௐDOOௐGHDOHUௐ EUDQFKௐORFDWLRQVௐKDYLQJௐIXOOௐVHUYLFHௐVKRSVௐZLWKௐVSHFLDOL]HGௐWRROVௐDQGௐHTXLSPHQWௐWRௐVHUYLFHௐDQGௐPDLQWDLQௐ RXUௐFXVWRPHUVௐPDFKLQHVௐௐௐ'HDOHUௐWHFKQLFLDQௐIROORZௐDௐFRPSOHWHௐIDFWRU\ௐWUDLQLQJௐFHUWLILFDWLRQௐSURJUDPௐ 'HDOHUௐORFDWLRQVௐWHDPௐZLWKௐWKHௐIDFWRU\ௐWRௐLQVXUHௐWKDWௐRXUௐFXVWRPHUVௐDUHௐUHSDLUHGௐDQGௐEDFNௐRQௐWKHௐMREௐ VLWHௐDVௐTXLFNO\ௐDVௐSRVVLEOHௐௐௐ$VௐௐZLWKௐDQ\ௐVHUYLFHௐRUJDQL]DWLRQௐVKRSௐORDGௐLVௐWKHௐGHWHUPLQLQJௐIDFWRUௐRQௐ KRZௐUDSLGO\ௐDௐXQLWௐFDQௐEHௐUHSDLUHGௐDQGௐUHWXUQHGௐWRௐWKHௐFXVWRPHUௐௐௐ7KDWௐVDLGௐWKHௐGHDOHUVKLSௐZRUNVௐ FORVHO\ௐZLWKௐRXUௐIDFWRU\ௐVHUYLFHௐUHSVௐWRௐLQVXUHௐWKDWௐUHSDLUVௐDUHௐWLPHO\ௐDQGௐPRUHௐLPSRUWDQWO\ௐIL[HGௐ FRUUHFWO\ௐ2XUௐ\HDUVௐRIௐLQGXVWU\ௐVXFFHVVௐFDQௐEHௐGLUHFWO\ௐDWWULEXWHGௐWRௐRXUௐZRUOGௐFODVVௐVHUYLFHௐDIWHUௐWKHௐ VDOHௐௐௐ2QHௐH[DPSOHௐRIௐRXUௐZRUOGௐFODVVௐVHUYLFHௐLVௐRXUௐ3URௐ7HFKQLFLDQௐSURJUDPௐௐ7KHௐ3UR7HFKQLFLDQௐ SURJUDPௐZDVௐGHYHORSHGௐE\ௐWKHௐ'LWFKௐ:LWFKŠௐRUJDQL]DWLRQௐWRௐSURYLGHௐFRPSUHKHQVLYHௐSURGXFWௐWUDLQLQJௐIRUௐ 'LWFKௐ:LWFKௐVHUYLFHௐWHFKQLFLDQVௐ7KLVௐH[WHQVLYHௐWUDLQLQJௐSURJUDPௐௐFRQVLVWLQJௐRIௐEURQ]HௐVLOYHUௐDQGௐJROGௐ OHYHOVௐௐIRFXVHVௐVSHFLILFDOO\ௐRQௐ'LWFKௐ:LWFKௐSURGXFWVௐDQGௐLQVXUHVௐWKDWௐWKHௐWHFKQLFLDQVௐWKDWௐVHUYLFHௐDQGௐ UHSDLUௐ\RXUௐPDFKLQHVௐDUHௐDPRQJௐWKHௐPRVWௐNQRZOHGJHDEOHௐLQௐWKHௐLQGXVWU\ 
 'HVFULEHௐ\RXUௐDELOLW\ௐDQGௐZLOOLQJQHVVௐWRௐSURYLGHௐ\RXUௐ SURGXFWVௐDQGௐVHUYLFHVௐWRௐ6RXUFHZHOOௐSDUWLFLSDWLQJௐ
HQWLWLHVௐLQௐWKHௐ8QLWHGௐ6WDWHV
3OHGJHௐRQௐRXUௐ:HEVLWH
ௐ$Wௐ'LWFKௐ:LWFKௐZHௐGRQ¶WௐMXVWௐVHOOௐHTXLSPHQWௐ:HௐSOHGJHௐWRௐEHௐWKHUHௐZKHQௐ\RXௐ QHHGௐXVௐ:LWKௐDௐSURPLVHௐWRௐKHOSௐ\RXௐEHௐPRUHௐSURGXFWLYHௐ$ௐSDVVLRQௐWRௐKHOSௐ\RXௐEHௐPRUHௐSURILWDEOHௐ $QGௐWKHௐVLPSOHௐXQGHUVWDQGLQJௐWKDWௐWLPHௐLVௐPRQH\
:LWKௐWKHௐFRPSOHWHௐGHDOHUௐFRYHUDJHௐWKURXJKRXWௐௐWKHௐ8QLWHGௐ6WDWHVௐ

ௐORFDWLRQV
ௐZHௐDUHௐPRUHௐWKDQௐDEOHௐ
WRௐSURYLGHௐSURGXFWVௐDQGௐVHUYLFHVௐWRௐ6RXUFHZHOOௐHQWLWLHVௐௐௐ(YHU\ௐGHDOHUௐLQௐWKHௐ'LWFKௐ:LWFKௐQHWZRUNௐ SDUWLFLSDWHVௐLQௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐDQGௐYLHZVௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐDVௐDௐYDOXDEOHௐDVVHWௐWRௐWKHLUௐ EXVLQHVVௐDQGௐDVௐVXFKௐZLOOௐSURYLGHௐWKHௐEHVWௐSRVVLEOHௐVHUYLFHௐWRௐDOOௐ6RXUFHZHOOௐRZQHUV 
 'HVFULEHௐ\RXUௐDELOLW\ௐDQGௐZLOOLQJQHVVௐWRௐSURYLGHௐ\RXUௐ SURGXFWVௐDQGௐVHUYLFHVௐWRௐ6RXUFHZHOOௐSDUWLFLSDWLQJௐ
HQWLWLHVௐLQௐ&DQDGD
:LWKௐWKHௐFRPSOHWHௐGHDOHUௐFRYHUDJHௐLQௐ&DQDGDௐ
ௐORFDWLRQVௐDFURVVௐ
ௐSURYLQFHV
ௐZHௐDUHௐPRUHௐWKDQௐ
DEOHௐWRௐSURYLGHௐSURGXFWVௐDQGௐVHUYLFHVௐWRௐ6RXUFHZHOOௐHQWLWLHVௐௐௐ-XVWௐOLNHௐLQௐWKHௐ86ௐHYHU\ௐGHDOHUௐ ORFDWLRQௐLQௐ&DQDGDௐௐQHWZRUNௐSDUWLFLSDWHVௐLQௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐZKHQௐWKHௐRSSRUWXQLW\ௐH[LVWVௐDQGௐ YLHZVௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐDVௐDௐYDOXDEOHௐDVVHWௐWRௐWKHLUௐEXVLQHVVௐDQGௐDVௐVXFKௐZLOOௐSURYLGHௐWKHௐEHVWௐ SRVVLEOHௐVHUYLFHௐWRௐDOOௐ6RXUFHZHOOௐRZQHUV

 ,GHQWLI\ௐDQ\ௐJHRJUDSKLFௐDUHDVௐRIௐWKHௐ8QLWHGௐ6WDWHVௐ
RUௐ&DQDGDௐWKDWௐ\RXௐZLOOௐ127ௐEHௐIXOO\ௐVHUYLQJௐWKURXJKௐ
WKHௐSURSRVHGௐFRQWUDFW
:HௐZLOOௐIXOO\ௐVHUYLFHௐDOOௐJHRJUDSKLFௐDUHDVௐRIௐWKHௐ8QLWHGௐ6WDWHVௐDQGௐ&DQDGDௐ:LWKௐௐSOXVௐGHDOHUௐ ORFDWLRQVௐDFURVVௐ1RUWKௐ$PHULFDௐZHௐDUHௐDEOHௐWRௐUHDFKௐHYHU\ௐJHRJUDSKLFௐVHFWRU   ,GHQWLI\ௐDQ\ௐ6RXUFHZHOOௐSDUWLFLSDWLQJௐHQWLW\ௐVHFWRUVௐ

LHௐJRYHUQPHQWௐHGXFDWLRQௐQRWIRUSURILW
ௐWKDWௐ\RXௐ
ZLOOௐ127ௐEHௐIXOO\ௐVHUYLQJௐWKURXJKௐWKHௐSURSRVHGௐ
FRQWUDFWௐ([SODLQௐLQௐGHWDLOௐ)RUௐH[DPSOHௐGRHVௐ\RXUௐ
FRPSDQ\ௐKDYHௐRQO\ௐDௐUHJLRQDOௐSUHVHQFHௐRUௐGRௐRWKHUௐ
FRRSHUDWLYHௐSXUFKDVLQJௐFRQWUDFWVௐOLPLWௐ\RXUௐDELOLW\ௐWRௐ SURPRWHௐDQRWKHUௐFRQWUDFW"
:HௐVHUYLFHௐDOOௐ6RXUFHZHOOௐPHPEHUௐVHFWRUVௐௐௐௐ$VௐVWDWHGௐLQௐTXHVWLRQௐௐZLWKௐௐSOXVௐGHDOHUௐORFDWLRQVௐ DFURVVௐ1RUWKௐ$PHULFDௐZHௐDUHௐDEOHௐWRௐUHDFKௐHYHU\ௐJHRJUDSKLFௐVHFWRUௐDQGௐZHௐDUHௐQRWௐOLPLWHGௐE\ௐRWKHUௐ FRRSHUDWLYHௐFRQWUDFWVௐLQௐRXUௐDELOLW\ௐWRௐVHUYLFHௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐDQGௐLWVௐPHPEHUV 
 'HILQHௐDQ\ௐVSHFLILFௐFRQWUDFWௐUHTXLUHPHQWVௐRUௐ
UHVWULFWLRQVௐWKDWௐZRXOGௐDSSO\ௐWRௐRXUௐSDUWLFLSDWLQJௐ
HQWLWLHVௐLQௐ+DZDLLௐDQGௐ$ODVNDௐDQGௐLQௐ86ௐ7HUULWRULHV
$GGLWLRQDOௐIUHLJKWௐZLOOௐEHௐFKDUJHGௐRQௐDQ\ௐHTXLSPHQWௐSXUFKDVHGௐLQௐWKHௐDUHDVௐPHQWLRQHGௐௐ4XRWHVௐIRUௐ PDFKLQHVௐEHLQJௐGHOLYHUHGௐWRௐ$ODVNDௐDQGௐ+DZDLLௐZLOOௐKDYHௐWKHௐIUHLJKWௐFKDUJHVௐLQGLFDWHGௐRQௐWKHௐTXRWH  Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




360
7DEOH
0DUNHWLQJ3ODQ
/LQH
,WHP 4XHVWLRQ 5HVSRQVH 
 'HVFULEHௐ\RXUௐPDUNHWLQJௐVWUDWHJ\ௐIRUௐSURPRWLQJௐ
WKLVௐFRQWUDFWௐRSSRUWXQLW\ௐௐ8SORDGௐ
UHSUHVHQWDWLYHௐVDPSOHVௐRIௐ\RXUௐPDUNHWLQJௐ
PDWHULDOVௐ
LIௐDSSOLFDEOH
ௐLQௐWKHௐGRFXPHQWௐ
XSORDGௐVHFWLRQௐRIௐ\RXUௐUHVSRQVH
‡ௐௐௐௐ'LWFKௐ:LWFKŠௐZLOOௐSURPRWHௐWKHௐ6RXUFHZHOOௐSDUWQHUVKLSௐRQௐRXUௐGHDOHUௐFKDQQHOௐFRPPXQLFDWLRQVௐZHEௐVLWHௐ 7KHௐ'LWFKௐ:LWFKௐ'HDOHUௐ&HQWUDOௐLQWUDQHWௐVLWHௐSURYLGHVௐGHDOHUVௐZLWKௐDOOௐRIௐWKHௐLQIRUPDWLRQௐDQGௐWRROVௐWKH\ௐQHHGௐ WRௐZRUNௐLQௐFRQFHUWௐZLWKௐWKHௐIDFWRU\ௐRQௐDOOௐSURGXFWVௐRUGHULQJௐTXRWLQJௐSURGXFWௐVXSSRUWௐDQGௐPRUHௐ7KHௐ 6RXUFHZHOOௐSURJUDPௐZLOOௐEHௐFRQVLVWHQWO\ௐFRPPXQLFDWHGௐWRௐRXUௐGHDOHUௐFKDQQHOௐWKURXJKRXWௐWKHௐ\HDUௐYLDௐWKLVௐ FULWLFDOௐVLWHௐ7KLVௐZLOOௐDOORZௐ'LWFKௐ:LWFKௐGHDOHUVௐWRௐLQIRUPௐWKHLUௐVDOHVௐSDUWVௐDQGௐVHUYLFHௐWHDPVௐWRௐVXSSRUWௐ 6RXUFHZHOOௐPHPEHUVௐLQௐWKHௐPDUNHWSODFH
‡ௐௐௐௐ'LWFKௐ:LWFKௐLVௐFUHDWLQJௐDௐVDOHVௐIOLHUௐWKDWௐZLOOௐVKRZFDVHௐDQGௐH[SODLQௐWKHௐ6RXUFHZHOOௐDQGௐ'LWFKௐ:LWFKௐ SDUWQHUVKLSௐSURJUDPௐ7KLVௐFDQௐEHௐPDGHௐDYDLODEOHௐDVௐDௐ3')ௐIRUௐORFDOௐSULQWLQJௐDWௐDOOௐ'LWFKௐ:LWFKௐGHDOHUVKLSௐ ORFDWLRQV
‡ௐௐௐௐ'LWFKௐ:LWFKௐKDVௐFUHDWHGௐDQௐLQIRUPDWLRQDOௐ3RZHU3RLQWௐSUHVHQWDWLRQௐWKDWௐSURYLGHVௐDOOௐRIௐWKHௐLPSRUWDQWௐ LQIRUPDWLRQௐDQGௐGHWDLOVௐWKDWௐ'LWFKௐ:LWFKௐGHDOHUVௐQHHGௐWRௐHIIHFWLYHO\ௐH[HFXWHௐWKHௐ6RXUFHZHOOௐSDUWQHUVKLSௐ SURJUDPௐௐ7KLVௐLQIRUPDWLRQௐLVௐDOVRௐDYDLODEOHௐௐRQௐWKHௐ'HDOHUௐ&HQWUDOௐZHEௐVLWHௐIRUௐDOOௐGHDOHUௐDQGௐIDFWRU\ௐ SHUVRQQHO
‡ௐௐௐௐ7KHௐ'LWFKௐ:LWFKௐIDFWRU\ௐZLOOௐGLVWULEXWHௐWKHௐ6RXUFHZHOOௐPHPEHUௐOLVWௐE\ௐ'LWFKௐ:LWFKௐGHDOHUௐ$35ௐ $UHDௐRIௐ
3ULPDU\ௐ5HVSRQVLELOLW\
ௐWZRௐWLPHVௐSHUௐ\HDUௐZKLFKௐZLOOௐSURYLGHௐRXUௐGHDOHUௐVDOHVௐIRUFHௐZLWKௐWKHௐH[DFWௐPHPEHUVௐ LQௐHDFKௐRIௐWKHLUௐWHUULWRULHV
‡ௐௐௐௐ:HௐZLOOௐXVHௐWKHௐ6RXUFHZHOOௐPHPEHUௐOLVWௐLQௐFRQMXQFWLRQௐZLWKௐWKHௐORFDOௐGHDOHUVௐWRௐDFWLYHO\ௐSXUVXHௐFXUUHQWௐ PHPEHUVௐEXVLQHVVௐDVௐZHOOௐDVௐXVHௐWKHௐPHPEHUௐOLVWௐWRௐSURPRWHௐRWKHUௐORFDOௐ6/('ௐDJHQFLHVௐWKDWௐPD\ௐQRWௐEHௐDௐ 6RXUFHZHOOௐPHPEHUௐWRௐEHFRPHௐDௐPHPEHUௐௐ:HௐKDYHௐIRXQGௐWKDWௐWKHௐPHPEHUௐOLVWVௐDUHௐLQYDOXDEOHௐWRROௐ IRUௐKHOSLQJௐDQௐDSSUHKHQVLYHௐHQWLW\ௐWRௐEHFRPHௐFRPIRUWDEOHௐZLWKௐ6RXUFHZHOOௐZKHQௐWKH\ௐVHHௐWKHLUௐQHLJKERULQJௐ FLW\ௐLVௐDௐ6RXUFHZHOOௐPHPEHU
‡ௐௐௐௐ,QௐDGGLWLRQௐZHௐZLOOௐSUHSDUHௐDௐSUHVVௐUHOHDVHௐDQGௐWKHQௐSRVWௐLQௐRXUௐ3UHVVௐ5RRP ௐௐ
KWWS
ZZZGLWFKZLWFKFRPSUHVVURRPௐௐ2WKHUௐZD\VௐZHௐPDUNHWௐSDUWQHUVKLSVௐDUHௐWKURXJKௐRXUௐZHEVLWH 
 'HVFULEHௐ\RXUௐXVHௐRIௐWHFKQRORJ\ௐDQGௐGLJLWDOௐ
GDWDௐ
HJௐVRFLDOௐPHGLDௐPHWDGDWDௐXVDJH
ௐWRௐ
HQKDQFHௐPDUNHWLQJௐHIIHFWLYHQHVV
:HௐGHSOR\ௐDௐFRPSUHKHQVLYHௐUDQJHௐRIௐGLJLWDOௐPDUNHWLQJௐDQGௐPHGLDௐWRROVௐWRௐHQKDQFHௐRXUௐFXVWRPHUV¶ௐ H[SHULHQFHௐZLWKௐRXUௐEUDQGVௐWRௐVXSSRUWௐRXUௐQHZௐSURGXFWௐODXQFKHVௐWRௐVXVWDLQௐH[LVWLQJௐSURGXFWௐOHDGHUVKLSௐDQGௐ EXLOGௐVWURQJHUௐUHODWLRQVKLSVௐ
7KHVHௐWRROVௐLQFOXGHௐVRFLDOௐPHGLDௐVPDUWௐGLVSOD\ௐSDLGௐVHDUFKௐPDUNHWLQJௐDXWRPDWLRQௐVRFLDOௐVHQWLPHQWௐWUDFNLQJௐ DQGௐPRUHௐௐ)DFHERRNௐ7ZLWWHUௐ/LQNHGௐ,Qௐ<RXௐ7XEHௐDQGௐ,QVWDJUDPௐDUHௐH[DPSOHVௐRIௐVRFLDOௐPHGLDௐLQௐZKLFKௐZHௐ DUHௐDFWLYHௐ
:HௐDOVRௐKDYHௐDௐYHU\ௐFRPSUHKHQVLYHௐZHEௐVLWHௐGHVLJQHGௐWRௐEHௐQRWௐRQO\ௐYHU\ௐLQIRUPDWLYHௐDQGௐHGXFDWLRQDOௐEXWௐ LQWHUDFWLYHௐZLWKௐWKHௐFXVWRPHUௐௐௐௐ
2XUௐ0\ௐ'LWFKௐ:LWFKௐSRUWDOௐDOORZVௐFXVWRPHUVௐWRௐWUDFNௐWKHLUௐPDFKLQHVௐDQGௐPRQLWRUௐWKHௐSHUIRUPDQFHௐRIௐWKHLUௐIOHHW 
 ,Qௐ\RXUௐYLHZௐZKDWௐLVௐ6RXUFHZHOO¶VௐUROHௐLQௐ
SURPRWLQJௐFRQWUDFWVௐDULVLQJௐRXWௐRIௐWKLVௐ5)3"ௐ
+RZௐZLOOௐ\RXௐLQWHJUDWHௐDௐ6RXUFHZHOODZDUGHGௐ
FRQWUDFWௐLQWRௐ\RXUௐVDOHVௐSURFHVV"
:HௐZRXOGௐH[SHFWௐ6RXUFHZHOOௐWRௐEHௐDௐSDUWQHUௐZLWKௐ7KHௐ&KDUOHVௐ0DFKLQHௐZRUNVௐLQௐSURPRWLQJௐRXUௐQHZO\ௐ DZDUGHGௐFRQWUDFWௐE\ௐLVVXLQJௐDQௐHPDLOௐEODVWௐWRௐDOOௐFXUUHQWௐ6RXUFHZHOOௐPHPEHUVௐZKLFKௐDQQRXQFHVௐWKDWௐWKHௐ DZDUGௐZDVௐJLYHQௐWRௐ7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ
'LWFKௐ:LWFK
ௐௐ:HௐZRXOGௐDOVRௐOLNHௐWRௐVHHௐWKHௐDQQRXQFHPHQWௐ
RQௐDOOௐ6RXUFHZHOOௐVRFLDOௐPHGLDௐRXWOHWVௐௐௐ7KRXJKWௐRXWௐWKHௐFRXUVHௐRIௐWKHௐFRQWUDFWௐZHௐZRXOGௐH[SHFWௐWKDWௐ 6RXUFHZHOOௐEHௐWKHௐOHDGHUௐLQௐSURPRWLQJௐWKHௐXVHௐRIௐSURFXUHPHQWௐFRQWUDFWVௐDQGௐLQFOXGHௐ'LWFKௐ:LWFKௐLQௐDOOௐ SXEOLFDWLRQVDGYHUWLVHPHQWVௐௐWKDWௐSURPRWHௐ6RXUFHZHOOௐDYDLODEOHௐFRQWUDFWௐKROGHUVௐௐௐ:HௐZRXOGௐH[SHFWௐWKDWௐ 6RXUFHZHOOௐDWWHQGௐDOOௐLQGXVWU\ௐJRYHUQPHQWௐLQGXVWU\ௐWUDGHௐVKRZVௐWRௐSURPRWHௐ6RXUFHZHOOௐYHQGRUVௐDQGௐSURFHVVHV :HௐKDYHௐZRUNHGௐIRUௐ\HDUVௐWRௐSURPRWHௐ6RXUFHZHOOௐLQௐRXUௐVDOHVௐSURFHVVHVௐZLWKௐRXUௐGHDOHUௐQHWZRUNௐDQGௐDVௐDௐ UHVXOWௐ6RXUFHZHOOௐLVௐDOPRVWௐVHFRQGௐQDWXUHௐWRௐRXUௐGHDOHUௐVDOHVSHRSOHௐௐௐௐ7KHௐ6RXUFHZHOOௐVDOHVௐSURFHVVௐLVௐQRWௐ RQO\ௐGRFXPHQWHGௐLQௐRXUௐGHDOHUௐSRUWDOௐEXWௐDOVRௐVXSSRUWHGௐZLWKௐQHZௐVDOHVSHUVRQௐWUDLQLQJௐDQGௐWZRௐSRZHUௐSRLQWௐ SUHVHQWDWLRQVௐRQௐKRZௐWRௐXVHௐ6RXUFHZHOOௐDVௐDௐVHOOLQJௐWRROௐDQGௐWKHௐLQWHUQDOௐVDOHVௐSURFHVV $GGLWLRQDOO\ௐDOOௐORFDOௐ6RXUFHZHOOௐWUDLQLQJௐRSSRUWXQLWLHVௐWKURXJKௐ6RXUFHZHOOௐ8QLYHUVLW\ௐDQGௐ6RXUFHZHOOௐ6DOHVௐ $FFHOHUDWRUௐDUHௐVHQWௐWRௐWKHௐLQWHUQDOௐ5HJLRQௐ6DOHVௐ0DQDJHUௐDQGௐDOVRௐWKHௐORFDOௐGHDOHUௐORFDWLRQVௐHQFRXUDJLQJௐ WKHPௐWRௐHQUROOௐGHDOHUௐVDOHVSHRSOHௐWKDWௐQHHGௐVXFKௐWUDLQLQJௐௐ7KLVௐLQFOXGHVௐERWKௐQHZௐVDOHVSHRSOHௐDQGௐVHDVRQHGௐ VDOHVSHRSOHௐDVௐDௐUHIUHVKHUௐFRXUVH

 $UHௐ\RXUௐSURGXFWVௐRUௐVHUYLFHVௐDYDLODEOHௐ
WKURXJKௐDQௐHSURFXUHPHQWௐRUGHULQJௐSURFHVV"ௐ,Iௐ
VRௐGHVFULEHௐ\RXUௐHSURFXUHPHQWௐV\VWHPௐDQGௐ
KRZௐJRYHUQPHQWDOௐDQGௐHGXFDWLRQDOௐFXVWRPHUVௐ
KDYHௐXVHGௐLW
'XHௐWRௐWKHௐXQLTXHௐDQGௐHQGOHVVௐFRQILJXUDWLRQVௐRIௐRXUௐSURGXFWVௐLWௐLVௐYHU\ௐGLIILFXOWௐWRௐGHYHORSௐDQௐHௐSURFXUHPHQWௐ V\VWHPௐIRUௐRXUௐSURGXFWVௐௐ(DFKௐPRGHOௐUHTXLUHVௐDௐFXVWRPௐTXRWHௐௐ 7KDWௐVDLGௐZHௐDUHௐH[FLWHGௐWRௐVHHௐWKHௐQHZௐ
DQGௐXSFRPLQJௐ6RXUFHZHOOௐPDUNHWௐSODFHௐZKLFKௐZHௐDUHௐDQ[LRXVௐWRௐSDUWLFLSDWHௐௐ:HௐIHHOௐWKLVௐFRXOGௐKHOSௐZLWKௐ PDUNHWLQJௐDQGௐGHYHORSLQJௐDQௐHௐFRPPHUFHௐVROXWLRQௐWRௐ6RXUFHZHOOௐPHPEHUVௐௐ2XUௐLQWHQWௐLVௐWRௐEHௐYHU\ௐDFWLYHௐLQௐ WKHௐ6RXUFHZHOOௐ0DUNHWSODFHௐDQGௐPDNHௐLWௐDVௐHIIHFWLYHௐDVௐSRVVLEOH 
7DEOH
9DOXH$GGHG$WWULEXWHV
/LQH,WHP 4XHVWLRQ 5HVSRQVH

'HVFULEHௐDQ\ௐSURGXFWௐHTXLSPHQWௐ
PDLQWHQDQFHௐRUௐRSHUDWRUௐWUDLQLQJௐ
SURJUDPVௐWKDWௐ\RXௐRIIHUௐWRௐ6RXUFHZHOOௐ
SDUWLFLSDWLQJௐHQWLWLHVௐ,QFOXGHௐGHWDLOVௐVXFKௐ
DVௐZKHWKHUௐWUDLQLQJௐLVௐVWDQGDUGௐRUௐ
RSWLRQDOௐZKRௐSURYLGHVௐWUDLQLQJௐDQGௐDQ\ௐ
FRVWVௐWKDWௐDSSO\
2SHUDWRUௐDQGௐHTXLSPHQWௐWUDLQLQJௐDUHௐSHUIRUPHGௐDWௐWKHௐWLPHௐRIௐGHOLYHU\ௐE\ௐRXUௐGHDOHUVKLSௐRUJDQL]DWLRQௐ 0DLQWHQDQFHௐWUDLQLQJௐLVௐSHUIRUPHGௐRQௐDQௐDVQHHGHGௐEDVLVௐIURPௐRXUௐDXWKRUL]HGௐ'LWFKௐ:LWFKŠௐGHDOHUVௐRUௐWKHௐ 'LWFKௐ:LWFKௐIDFWRU\ௐௐ7KLVௐLQLWLDOௐWUDLQLQJௐLVௐSHUIRUPHGௐDWௐQRௐFKDUJHௐWRௐWKHௐ6RXUFHZHOOௐPHPEHU $GGLWLRQDOO\ௐRSHUDWRUௐDQGௐVDIHW\ௐWUDLQLQJௐLVௐDYDLODEOHௐLQௐWKHௐ0<ௐ'LWFKௐ:LWFKௐWDEௐDWௐZZZGLWFKZLWFKFRP 
 'HVFULEHௐDQ\ௐWHFKQRORJLFDOௐDGYDQFHVௐWKDWௐ
\RXUௐSURSRVHGௐSURGXFWVௐRUௐVHUYLFHVௐRIIHU
:HௐDUHௐWKHௐRQO\ௐPDQXIDFWXUHUௐLQௐRXUௐLQGXVWU\ௐWKDWௐGHVLJQVௐDQGௐEXLOGVௐWKHௐPDMRULW\ௐRIௐWKHௐFRPSRQHQWVௐXVHGௐLQௐ RXUௐHTXLSPHQWௐRQVLWHௐௐ7KLVௐLVௐZKDWௐZHௐUHIHUௐWRௐDVௐDௐV\VWHPVௐDSSURDFK ௐIRUௐH[DPSOHௐZHௐGHVLJQௐDQGௐ
PDQXIDFWXUHௐRXUௐGLUHFWLRQDOௐGULOOVௐWKHௐGULOOௐSLSHௐWKDWௐLVௐXVHGௐZLWKௐWKHௐGULOOௐWKHௐGRZQௐKROHௐWRROVௐDVௐZHOOௐDVௐWKHௐ HOHFWURQLFௐJXLGDQFHௐV\VWHPௐDWௐRXUௐRZQௐIDFLOLWLHVௐUDWKHUௐWKDQௐSXUFKDVHௐRXWVLGHௐDQGௐEULQJௐLWௐLQௐIRUௐRXUௐSURGXFWVௐௐ 7KLVௐJLYHVௐXVௐDQௐDGYDQWDJHௐE\ௐEHLQJௐUHVSRQVLEOHௐIRUௐRXUௐTXDOLW\ௐDQGௐEHLQJௐDEOHௐWRௐDIIHFWௐFKDQJHௐLQௐDQ\ௐRIௐ WKHVHௐLWHPVௐLQௐDௐPXFKௐVKRUWHUௐWLPHௐ
%HORZௐLVௐDௐOLVWௐRIௐWHFKQRORJLFDOௐDGYDQFHVௐZHௐEXLOGௐLQWRௐRXUௐPDFKLQHV

6.ௐௐௐௐ&RPSDFWௐ8WLOLW\ௐ/RDGHUௐௐௐௐ
ௐௐௐௐௐOEVௐUDWHGௐRSHUDWLQJௐFDSDFLW\ௐ
52&

ௐௐௐௐLQFKௐKLQJHௐSLQௐKHLJKWௐ
ௐௐௐௐ8QGHUௐ&'/ௐUHTXLUHPHQWVௐ

ௐௐௐௐ,QWHJUDWHGௐK\GUDXOLFௐFRQWUROVௐ
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




361
ௐௐௐௐ6HOIOHYHOLQJௐDUPVௐZLWKௐULGHௐFRQWUROௐ
ௐௐௐௐ3DWHQWHGௐWKURWWOHௐFRQWUROௐV\VWHPௐOLQNHGௐWRௐSODWIRUP ௐPRUHௐIXHOௐHIILFLHQW
ௐௐௐௐGHJUHHௐYLVLELOLW\
ௐௐௐௐ(DV\ௐRQRIIௐSODWIRUP

6.ௐ6.ௐ6.
ௐ6.ௐ6.ௐ&RPSDFWௐ8WLOLW\ௐ/RDGHUV
ௐௐௐௐ3DWHQWHGௐFUXLVHௐFRQWUROௐRQௐJURXQGௐGULYH
ௐௐௐௐ3DWHQWHGௐK\GUDXOLFௐFRQWUROௐV\VWHPௐZLWKௐLQWHJUDWHGௐSODWIRUPௐVZLWFK ௐௐௐௐ3DWHQWHGௐK\GUDXOLFௐDX[LOLDU\ௐPDQLIROGௐIRUௐGXDOௐDX[ ௐௐௐௐGHJUHHௐYLVLELOLW\ௐ
ௐௐௐௐ(DV\ௐRQRIIௐSODWIRUP
ௐௐௐௐ8SௐWRௐ
ௐOEVௐUDWHGௐRSHUDWLQJௐFDSDFLW\ௐ
52&

ௐௐௐௐ8SௐWRௐ
LQFKௐKLQJHௐSLQௐKHLJKW
=DKQௐௐௐ6WDQGRQௐ$UWLFXODWLQJௐ7RROௐ&DUULHUௐௐௐௐ
ௐௐௐௐ3DWHQWHGௐVWDQGRQௐDUWLFXODWLRQ
ௐௐௐௐ3DWHQWHGௐTXLFNௐFKDQJHௐIURQWௐHQG
ௐௐௐௐGHJUHHௐYLVLELOLW\
ௐௐௐௐ(DV\ௐRQRIIௐSODWIRUP
6;ௐௐௐௐ9LEUDWRU\ௐ3ORZௐௐௐௐ
ௐௐௐௐ
KSௐ*DVௐHQJLQHௐQRௐH[KDXVWௐFOHDQLQJௐRUௐDIWHUௐWUHDWPHQW ௐௐௐௐ2SWLRQDOௐIURQWௐDWWDFKPHQWௐVXFKௐDVௐDௐWUHQFKHU
ௐௐௐௐ(DV\ௐWRௐXVHௐFRORUௐFRGHGௐFRQWUROVௐZLWKௐRSHUDWRUௐSUHVHQFHௐV\VWHP ௐௐௐௐ,QVWDOOௐFDEOHௐDQGௐSLSHௐXSௐWRௐ´ௐGHHS
&;ௐ&ௐ&;ௐ&;ௐ&;ௐ3HGHVWULDQௐ7UHQFKHUVௐௐௐௐ
ௐௐௐௐ3DWHQWHGௐVSURFNHWௐZௐGRXEOHௐPXGௐUHOLHI
ௐௐௐௐ3DWHQWHGௐQRQV\PPHWULFDOௐWUDFNVௐIRUௐEDODQFH
ௐௐௐௐ3DWHQWHGௐWUDFNௐDQGௐJXLGHௐPHPEHU
ௐௐௐௐ8SௐWRௐ´ௐWUHQFKௐZLGWKௐXSௐWRௐ´ௐGLJௐGHSWKௐ
8WLOLJXDUGௐௐௐௐ8WLOLW\ௐ/RFDWRUVௐௐௐௐ
ௐௐௐௐ+LJKFRQWUDVWௐ/&'ௐGLVSOD\ௐLVௐYLVLEOHௐLQௐDOOௐFRQGLWLRQVௐLQFOXGLQJௐGLUHFWௐVXQOLJKW ௐௐௐௐ5HPRWHO\ௐFRQWUROௐWKHௐWUDQVPLWWHUௐZLWKௐWKHௐUHFHLYHU ௐௐௐௐ:LUHOHVVௐWHFKQRORJ\ௐVLPSOLILHVௐFRPPXQLFDWLRQௐDQGௐGDWDௐWUDQVIHUௐWRௐRWKHUௐFRPPXQLFDWLRQௐGHYLFHV ௐௐௐௐ8WLOL*XDUGௐௐORFDWRUௐLVௐGLUHFWLRQௐHQDEOHGௐLHௐSURYLGHVௐWKHௐGLUHFWLRQௐRIௐWKHௐFXUUHQWௐWRௐKHOSௐ\RXௐLGHQWLI\ௐWKHௐ WDUJHWௐOLQH
ௐௐௐௐ$PELHQWௐ,QWHUIHUHQFHௐ0HDVXUHPHQWௐ
$,0
ௐWHFKQRORJ\ௐVFDQVௐWKHௐVXUURXQGLQJௐDUHDௐIRUௐQRLVHௐDQGௐUHFRPPHQGVௐ WKHௐEHVWௐIUHTXHQFLHVௐIRUௐWKHௐIDVWHVWௐPRVWௐDFFXUDWHௐORFDWHV 0DUNVPDQௐ3OXVௐௐௐௐ+''ௐ*XLGDQFHௐௐௐௐ
ௐௐௐௐ6XSHULRUௐSHUIRUPDQFHௐLQௐKLJKQRLVHௐHQYLURQPHQWVௐZLWKௐWKHௐLQGXVWU\¶VௐZLGHVWௐUDQJHௐRIௐIUHTXHQFLHVௐLQௐDௐVLQJOHௐ EHDFRQ
ௐௐௐௐ6FDQVௐWKHௐPRVWXVDEOHௐIUHTXHQFLHVௐVHOHFWLQJௐWKHௐEHVWௐFKRLFHௐWRௐDYRLGௐLQWHUIHUHQFH ௐௐௐௐ6WURQJHUௐFRPPXQLFDWLRQௐEHWZHHQௐWUDFNHUௐDQGௐEHDFRQௐDWௐH[WHQGHGௐGHSWKVௐ ௐIHHW
ௐIRUௐPRUHௐSURGXFWLYHௐ
ERUHV
ௐௐௐௐ,QWXLWLYHௐXVHUௐLQWHUIDFHVௐIRUௐHDVHௐRIௐXVH
ௐFKRRVHௐ&ODVVLFௐ9LHZௐRUௐWKHௐQHZௐ0DUNVPDQௐ9LHZ
ௐௐௐௐ$GYDQFHGௐORFDWLQJௐPHWKRGVௐOHWௐ\RXௐXVHௐ\RXUௐSUHIHUUHGௐPHWKRGௐRIௐORFDWLQJ ௐௐௐௐ'ULOO7Rௐ0RGH
ௐ([WHQGHGௐUDQJHௐHQDEOHVௐWKHௐGULOOௐRSHUDWRUௐWRௐPDNHௐUHDOWLPHௐFRUUHFWLRQVௐIXUWKHUௐRXWௐ LPSURYLQJௐERUHௐDFFXUDF\
ௐௐௐௐ
8WLOLW\ௐ,QVSHFWLRQௐௐௐௐ
ௐௐௐௐ+LJKUHVROXWLRQௐYLGHRௐZLWKௐDௐWRWDOௐ]RRPௐRIௐ
ௐ
;ௐRSWLFDOௐDQGௐ;ௐGLJLWDO

ௐௐௐௐ,QWHJUDWHGௐSDQWLOWௐKHDGௐZLWKௐEXLOWLQௐXOWUDEULJKWௐIXOO\ௐDGMXVWDEOHௐ/('V ௐௐௐௐ5HPRWHௐFRQWUROOHGௐZLWKௐIXOOௐFDPHUDௐKHDGௐVZLQJURWDWLRQ ௐௐௐௐ3URJUDPPDEOHௐSDQௐDQGௐURWDWHௐOLPLWVௐZLWKௐRQVFUHHQௐLQVWUXFWLRQV ௐௐௐௐ,QWHUQDOௐSUHVVXUHௐDQGௐKXPLGLW\ௐVHQVRUVௐDQGௐLQWHUQDOௐFORFNௐZLWKௐVWDUWXSௐFRXQWHU ௐௐௐௐ+RPHௐIXQFWLRQௐWRௐUHWXUQௐFDPHUDௐKHDGௐWRௐVWUDLJKWDKHDGௐSRVLWLRQ ௐௐௐௐ/('ௐOLJKWVௐZLWKௐUHPRWHFRQWUROOHGௐVHWWLQJV
-7ௐ-7ௐ-7ௐௐ+RUL]RQWDOௐ'LUHFWLRQDOௐ'ULOOVௐௐௐௐ
ௐௐௐௐ-7-72SWLRQDOௐ*36ௐIRUௐWKHIWௐSURWHFWLRQ
ௐௐௐௐ-7ௐ:LUHOHVVௐJURXQGௐGULYHHDVHௐRIௐVHWௐXSௐDQGௐPRELOLQJ ௐௐௐௐ'XDOௐVWLFNௐRSHUDWLRQRSHUDWRUௐFRPIRUW
ௐௐௐௐ'ULOOௐDQGௐSLSHௐORDGHUௐDXWRPDWLRQௐ(DVHௐRIௐRSHUDWLRQ ௐௐௐௐ2UDQJHௐ,QWHO7HOHPDWLFVௐWHFKQRORJ\
-7ௐௐௐௐ+RUL]RQWDOௐ'LUHFWLRQDOௐ'ULOOௐௐௐௐ
ௐௐௐௐ:LUHOHVVௐJURXQGௐGULYHHDVHௐRIௐVHWௐXSௐDQGௐPRELOLQJௐ ௐௐௐௐ'XDOௐVWLFNௐRSHUDWLRQRSHUDWRUௐFRPIRUWௐ
ௐௐௐௐ'ULOOௐDQGௐSLSHௐORDGHUௐDXWRPDWLRQௐ(DVHௐRIௐRSHUDWLRQௐ ௐௐௐௐ2UDQJHௐ,QWHO7HOHPDWLFVௐWHFKQRORJ\
௑
-7ௐ+RUL]RQWDOௐ'LUHFWLRQDOௐ'ULOOௐௐௐௐ
ௐௐௐௐ2SHUDWRUௐXSWLPHௐIHDWXUHVௐLQFOXGLQJௐPDQXDOௐRYHUULGHVௐIRUௐNH\ௐGULOOLQJௐRSHUDWLRQV ௐௐௐௐ$OWHUQDWHௐMR\VWLFNVௐIRUௐ'LWFKௐ:LWFKௐRUௐ9HUPHHUௐVW\OHௐGULOOௐRSHUDWLRQV ௐௐௐௐ(UJRQRPLFௐRSHUDWRUௐVWDWLRQௐIRUௐKRXUVௐRIௐFRPIRUWDEOHௐRSHUDWLRQ ௐௐௐௐ&RQVLVWHQWௐXVHUௐFRQWUROVௐZLWKௐRWKHUௐSODWIRUPௐGULOOௐIDPLO\ௐௐௐ+HOSVௐRSHUDWRUVௐJRௐIURPௐRQHௐPDFKLQHௐWRௐDQRWKHUௐ ZLWKௐVHDPOHVVௐRSHUDWLRQௐWUDLQLQJௐௐௐ$OVRௐDOORZVௐFRPSRQHQWௐVRXUFLQJௐDQGௐWKHௐXVHௐRIௐPRUHௐFRPPRQௐFRPSRQHQWV ௐௐௐௐ:LUHOHVVௐRSHUDWRUௐFRQWUROௐDOORZVௐWKHௐRSHUDWRUௐWKHௐDELOLW\ௐWRௐPRYHௐWRௐNH\ௐWLJKWௐDUHDVௐHQVXULQJௐSHUIHFWௐVHWXSௐ DQGௐURGௐHQWU\ௐSRLQWVௐௐௐ
ௐௐௐௐ+RUL]RQWDOௐVKXWWOHௐSLSHௐORDGHUௐLQFUHDVHVௐUHOLDELOLW\ௐZKLOHௐPDLQWDLQLQJௐORZHUௐSLSHௐER[ௐSRVLWLRQLQJௐௐௐ ௐௐௐௐ:LGHௐVWDQFHௐXQGHUFDUULDJHௐPDNHVௐWKLVௐWKHௐPRVWௐVLGHௐVORSHௐVWDEOHௐGULOOௐRQௐWKHௐPDUNHW ௐௐௐௐ+HDY\ௐGXW\ௐURWDWLRQDOௐGULYHௐDQGௐWKUXVWௐGULYHௐFRPSRQHQWVௐSURYLGLQJௐELJௐGULOOௐSHUIRUPDQFHௐRQௐDௐVPDOOௐGULOOௐௐ ௐௐௐௐ3DWHQWHGௐRSHQௐVLGHGௐEUHDNRXW
-7ௐ-7ௐௐௐௐ+RUL]RQWDOௐ'LUHFWLRQDOௐ'ULOOVௐௐௐௐ
ௐௐௐௐௐ2SHUDWRUௐXSWLPHௐIHDWXUHVௐLQFOXGLQJௐPDQXDOௐRYHUULGHVௐIRUௐNH\ௐGULOOLQJௐRSHUDWLRQV ௐௐௐௐ$OWHUQDWHௐMR\VWLFNVௐIRUௐ'LWFKௐ:LWFKௐRUௐ9HUPHHUௐVW\OHௐGULOOௐRSHUDWLRQV ௐௐௐௐ(UJRQRPLFௐRSHUDWRUௐVWDWLRQௐIRUௐKRXUVௐRIௐFRPIRUWDEOHௐRSHUDWLRQ 
ௐௐௐௐ&RQVLVWHQWௐXVHUௐFRQWUROVௐZLWKௐRWKHUௐSODWIRUPௐGULOOௐIDPLO\ௐௐௐ+HOSVௐRSHUDWRUVௐJRௐIURPௐRQHௐPDFKLQHௐWRௐDQRWKHUௐ 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




362
ZLWKௐVHDPOHVVௐRSHUDWLRQௐWUDLQLQJௐௐௐ$OVRௐDOORZVௐFRPSRQHQWௐVRXUFLQJௐDQGௐWKHௐXVHௐRIௐPRUHௐFRPPRQௐFRPSRQHQWV ௐௐௐௐ:LUHOHVVௐRSHUDWRUௐFRQWUROௐDOORZVௐWKHௐRSHUDWRUௐWKHௐDELOLW\ௐWRௐPRYHௐWRௐNH\ௐWLJKWௐDUHDVௐHQVXULQJௐSHUIHFWௐVHWXSௐ DQGௐURGௐHQWU\ௐSRLQWVௐௐௐ
ௐௐௐௐ+RUL]RQWDOௐVKXWWOHௐSLSHௐORDGHUௐLQFUHDVHVௐUHOLDELOLW\ௐZKLOHௐPDLQWDLQLQJௐORZHUௐSLSHௐER[ௐSRVLWLRQLQJௐௐௐ ௐௐௐௐ+HDY\ௐGXW\ௐURWDWLRQDOௐGULYHௐDQGௐWKUXVWௐGULYHௐFRPSRQHQWVௐSURYLGLQJௐELJௐGULOOௐSHUIRUPDQFHௐRQௐDௐVPDOOௐGULOOௐௐ ௐௐௐௐ2UDQJHௐ,QWHOௐ7HOHPDWLFVௐ7HFKQRORJ\
ௐௐௐௐ3DWHQWHGௐRSHQௐVLGHGௐEUHDNRXW
ௐௐௐௐ&DUULDJHௐ7KUXVWௐ%UHDN
ௐௐௐௐ3DWHQWHGௐ9LUWXDOௐFDUULDJHௐEUDNH
ௐௐௐௐ7KUXVWௐDQGௐ5RWDWLRQௐOLPLWHU
ௐௐௐௐ3DWHQWHGௐVOLGHௐFDUWULGJHௐUHGXFHVௐGRZQWLPH
$7ௐ$7ௐௐ+RUL]RQWDOௐ'LUHFWLRQDOௐ'ULOOௐௐௐௐ
ௐௐௐௐ3DWHQWHGௐ'XDOௐ3LSHௐV\VWHP3URGXFWLRQௐDQGௐVHUYLFHDELOLW\ ௐௐௐௐ3DWHQWHGௐ5RFNPDVWHUௐKRXVLQJௐ6ZLWFKEDFN
ௐௐௐௐ$OOௐRIௐWKHௐFDOOௐRXWVௐLQௐ-7ௐYHUVLRQௐDERYH
57ௐௐௐௐ5LGLQJௐ7UHQFKHUௐௐௐௐ
ௐௐௐௐ&HQWULIXJDOௐFRROLQJௐIDQ
ௐௐௐௐ6LQJOHௐSLHFHௐDGYDQFHGௐFRPSRVLWHௐKRRGௐZLWKௐOLIWௐDVVLVW ௐௐௐௐ7UHQFKௐGHSWKௐPHWHUௐSURYLGLQJௐGLVSOD\ௐDQGௐORJJLQJௐRIௐWUHQFKௐGHSWKௐGLVWDQFHௐSURILOHௐDQGௐSURGXFWLYLW\ௐ ௐௐௐௐ$QWLVWDOOௐWHFKQRORJ\
ௐௐௐௐ$GYDQFHGௐFUXLVHௐFRQWURO
ௐௐௐௐ(QKDQFHGௐUHDUௐVWHHUௐZLWKௐDFWLYHௐFHQWHUௐFUDEௐ ௐFRRUGLQDWHGௐVWHHULQJௐPRGHV ௐௐௐௐ7LHUௐௐ)LQDO6WDJHௐ9ௐHQJLQHௐDQGௐDIWHUWUHDWPHQW
ௐௐௐௐௐGHJUHHௐVZLYHOௐVHDW
ௐௐௐௐௐVSHHGௐVKLIWRQWKHIO\ௐZௐDXWRVKLIWௐVRIWZDUH
ௐௐௐௐ5HFRQILJXUDEOHௐWRௐWUDFNVௐIRUௐWLUHVௐDVௐQHHGHGௐ
ௐௐௐௐ(OHFWULFௐRYHUௐK\GUDXOLFௐDWWDFKPHQWV
ௐௐௐௐ&$1ௐ%86
ௐௐௐௐ(UJRQRPLFௐRSHUDWRUௐVWDWLRQௐGHVLJQHGௐIRUௐFRROௐRSHUDWLRQௐFRPIRUWௐDQGௐYLVLELOLW\ௐRIௐDWWDFKPHQWVௐ ௐ VXUURXQGLQJVௐ
ௐௐௐௐ&HQWHUௐ ௐRIIVHWௐWUHQFKHUௐSORZௐEDFNKRHௐUHHOௐFDUULHU ௐௐௐௐ0LFURWUHQFKLQJௐ$WWDFKPHQWV
ௐௐௐௐ2SWLRQDOௐ*36ௐDQGௐ7HOHPDWLFVௐZLWKௐ2UDQJH,QWHO70
57ௐௐௐௐ5LGLQJௐ7UHQFKHUௐௐௐௐ
ௐௐௐௐ7LHUௐௐ)LQDOௐRUௐ7LௐRIIHULQJVௐ
ௐௐௐௐ$GYDQFHGௐFUXLVHௐFRQWURO
ௐௐௐௐ5HFRQILJXUDEOHௐWRௐWUDFNVௐIRUௐWLUHVௐDVௐQHHGHG
ௐௐௐௐ6ZLYHOௐVHDW
ௐௐௐௐ&HQWHUௐ ௐRIIVHWௐWUHQFKHUௐFRPERௐVDZௐSORZௐEDFNKRHௐUHHOௐFDUULHU ௐௐௐௐ0LFURWUHQFKLQJௐ$WWDFKPHQWV
ௐௐௐௐ2SWLRQDOௐ*36ௐDQGௐ7HOHPDWLFVௐZLWKௐ2UDQJH,QWHO70ௐௐௐௐ 57ௐ574ௐௐௐௐ5LGLQJௐ7UHQFKHUௐௐௐௐ
ௐௐௐௐ$GYDQFHGௐFUXLVHௐFRQWURO
ௐௐௐௐ6ZLYHOௐVHDW
ௐௐௐௐ&HQWHUௐ ௐRIIVHWௐWUHQFKHUௐFRPERௐVDZௐSORZௐEDFNKRHௐUHHOௐFDUULHU ௐௐௐௐ2SWLRQDOௐ*36ௐZLWKௐ2UDQJH,QWHO70
57ௐ574ௐௐௐௐ5LGLQJௐ7UHQFKHUௐௐௐௐ
ௐௐௐௐ7LHUௐௐ)LQDOௐHQJLQHௐDQGௐDIWHUWUHDWPHQWௐ
ௐௐௐௐ$GYDQFHGௐFUXLVHௐFRQWURO
ௐௐௐௐௐVSHHGௐVKLIWRQWKHIO\ௐZௐDXWRVKLIWௐVRIWZDUH
ௐௐௐௐௐGHJUHHௐVZLYHOௐVHDW
ௐௐௐௐ(OHFWULFௐRYHUௐK\GUDXOLFௐDWWDFKPHQWV
ௐௐௐௐ&$1ௐ%86ௐ
ௐௐௐௐ&HQWHUௐ ௐRIIVHWௐWUHQFKHUௐFRPERௐVDZௐSORZௐEDFNKRHௐUHHOௐFDUULHU ௐௐௐௐ0LFURWUHQFKLQJௐ$WWDFKPHQWV
ௐௐௐௐ(QFORVHGௐFDEௐ

RSWLRQDO
ௐZLWKௐKHDWௐ$&ௐ ௐSUHVVXUL]DWLRQ
ௐௐௐௐ2UDQJH,QWHO70ௐௐ7HOHPDWLFVௐVWDQGDUGௐ
0ௐௐௐௐ5HFODLPHUVௐௐௐௐ
ௐௐௐௐ'HUULFNௐ7HFKQRORJ\
09ௐௐௐௐ+\GURYDFVௐௐௐௐ
ௐௐௐௐௐ+3ௐ9DQJXDUGௐ(QJLQH
ௐௐௐௐ5HYHUVHௐ)ORZௐ
ௐௐௐௐ-LEௐ%RRPௐ
ௐௐௐௐ3XUSRVHௐEXLOWௐYDFௐWUDLOHUௐ
ௐௐௐௐ´ௐ+JௐOLIWௐ
ௐௐௐௐௐ&)0ௐ
ௐௐௐௐ:DWHUௐV\VWHPௐ
+;ௐௐௐௐ+\GURYDFVௐௐௐௐ
ௐௐௐௐ5HYHUVHௐ)ORZௐ
ௐௐௐௐ5HPRWHௐFRQWUROௐRSHUDWLRQௐ
ௐௐௐௐ3RZHUௐ%RRPௐ
ௐௐௐௐ:DWHUௐ6\VWHPௐZௐௐ36,ௐ
ௐௐௐௐ´ௐ+JௐOLIWௐ
ௐௐௐௐ3URVSHFWRUௐ'LJJLQJௐ/DQFH
ௐௐௐௐௐ&)0ௐ
ௐௐௐௐ3XUSRVHௐEXLOWௐYDFௐWUDLOHUௐ
2UDQJHௐ,QWHOௐௐௐௐ7HOHPDWLFVௐௐௐௐ
ௐௐௐௐ6WDQGDUGௐIHDWXUHௐRIௐPDFKLQHௐPRQLWRULQJௐIRUௐODUJHUௐ+'ௐGULOOVௐDQGௐULGLQJௐWUHQFKHUV ௐௐௐௐ*HR)HQFLQJ
ௐௐௐௐ7URXEOHVKRRWLQJ
ௐௐௐௐ2SWLRQDOௐ*36ௐNLWVௐIRUௐVPDOOHUௐFRPSDFWௐHTXLSPHQW
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




363
 'HVFULEHௐDQ\ௐ³JUHHQ´ௐLQLWLDWLYHVௐWKDWௐUHODWHௐ
WRௐ\RXUௐFRPSDQ\ௐRUௐWRௐ\RXUௐSURGXFWVௐRUௐ
VHUYLFHVௐDQGௐLQFOXGHௐDௐOLVWௐRIௐWKHௐ
FHUWLI\LQJௐDJHQF\ௐIRUௐHDFK
'LWFKௐ:LWFKௐKDVௐDOZD\VௐEHHQௐYHU\ௐGLOLJHQWௐLQௐPDNLQJௐVXUHௐWKDWௐZHௐDUHௐJRRGௐVWHZDUGVௐRIௐWKHௐHQYLURQPHQWௐௐௐ 7KRVHௐHIIRUWVௐKDYHௐEHHQௐUDWFKHWHGௐXSௐWRௐDQௐHYHQௐJUHDWHUௐGHJUHHௐQRZௐWKDWௐZHௐDUHௐSDUWௐRIௐWKHௐ7RURௐIDPLO\ௐௐௐௐ 3DUWௐRIௐWKHௐ7RURௐSXUSRVHௐLVௐWRௐKHOSௐRXUௐFXVWRPHUVௐHQULFKௐWKHௐEHDXW\ௐSURGXFWLYLW\ௐDQGௐVXVWDLQDELOLW\ௐRIௐWKHௐ ODQGௐௐWKHௐIXOOௐGHWDLOVௐRIௐRXUௐVXVWDLQDELOLW\ௐLQLWLDWLYHௐFDQௐEHௐIRXQGௐDWௐ KWWSV
WKHWRURFRPSDQ\FRPVXVWDLQDELOLW\VXVWDLQDELOLW\HQGXUHV 7KHௐ³JUHHQ´ௐLQLWLDWLYHVௐDWௐRXUௐPDQXIDFWXULQJௐIDFLOLW\ௐLQFOXGHௐWKHௐIROORZLQJ

ௐ5HF\FOLQJௐRIௐFDUGERDUGௐJODVVௐSODVWLFௐDQGௐVFUDSௐPHWDOௐௐ :HௐDOVRௐFDSWXUHௐZDVWHௐRLOௐDQGௐDQ\ௐHWK\OHQHௐJO\FROௐIRUௐUHF\FOLQJௐ :RRGHQௐSDOOHWVௐDUHௐWDNHQௐWRௐRXUௐFLW\ௐUHF\FOLQJௐORFDWLRQௐWRௐEHௐVKUHGGHGௐௐ -DQLWRULDOௐVXSSOLHVௐXVHGௐIRUௐFOHDQLQJௐLQௐRXUௐIDFLOLW\ௐDUHௐDOOௐJUHHQௐSURGXFWVௐௐ 0DFKLQHௐFRRODQWௐLQௐRXUௐ1&ௐPDFKLQHVௐDQGௐODWKHVௐLQௐRXUௐPDFKLQHௐVKRSௐDUHௐJUHHQௐௐ 1RௐSHWUROHXPEDVHGௐSURGXFWVௐDUHௐXVHGௐIRUௐFRRODQWௐௐ
/LJKWLQJௐLQௐWKHௐSODQWௐKDVௐEHHQௐFKDQJHGௐRYHUௐWRௐORZௐFRQVXPSWLRQௐIORUHVFHQWௐOLJKWVௐZKLFKௐVDYHௐHQHUJ\ௐௐ 2XUௐSDUNLQJௐORWௐOLJKWVௐDUHௐDOOௐ/('ௐOLJKWVௐDJDLQௐWRௐVDYHௐHQHUJ\ௐௐ :HௐDOVRௐKHDWௐDQGௐFRROௐWKUHHௐRIௐRXUௐEXLOGLQJVௐDWௐRXUௐPDQXIDFWXULQJௐIDFLOLW\ௐZLWKௐJURXQGௐVRXUFHௐKHDWௐSXPSVௐ GHVLJQHGௐWRௐVDYHௐHQHUJ\ௐௐ
6LQFHௐEHLQJௐSXUFKDVHGௐE\ௐ7RURௐWKH\ௐKDYHௐLPSOHPHQWHGௐDௐQHZௐHQHUJ\ௐPDQDJHPHQWௐV\VWHPௐWRௐPRQLWRUௐHQHUJ\ௐ FRQVXPSWLRQௐDQGௐUHVRXUFHௐHIILFLHQF\ௐDWௐSURGXFWLRQௐIDFLOLWLHVௐ ௐ:HௐKDYHௐUHSODFHGௐSDSHUௐPDQXDOVௐZLWKௐRQௐOLQHௐGLJLWDOௐPDQXDOVௐWRௐUHGXFHௐSDSHUௐXVDJH ௐ2XUௐ+DPPHUKHDGௐEUDQGௐLQWURGXFHGௐFXUHௐLQௐSODFHௐSLSHVௐZKHUHE\ௐDJLQJௐDQGௐRUௐUXSWXUHGௐSLSHVௐDUHௐUHSDLUHGௐ ZLWKௐDௐUHYROXWLRQDU\ௐ%OXHௐ/LJKWௐ/('ௐV\VWHPௐௐ7KLVௐV\VWHPௐH[WHQGVௐWKHௐOLIHௐRIௐH[LVWLQJௐSLSHௐQHWZRUNVௐDQGௐ UHGXFHVௐODQGILOOௐZDVWH

 ,GHQWLI\ௐDQ\ௐWKLUGSDUW\ௐLVVXHGௐHFRODEHOVௐ
UDWLQJVௐRUௐFHUWLILFDWLRQVௐWKDWௐ\RXUௐFRPSDQ\ௐ
KDVௐUHFHLYHGௐIRUௐWKHௐHTXLSPHQWௐRUௐ
SURGXFWVௐLQFOXGHGௐLQௐ\RXUௐ3URSRVDOௐUHODWHGௐ
WRௐHQHUJ\ௐHIILFLHQF\ௐRUௐFRQVHUYDWLRQௐOLIH
F\FOHௐGHVLJQௐ
FUDGOHWRFUDGOH
ௐRUௐRWKHUௐ
JUHHQVXVWDLQDELOLW\ௐIDFWRUV
ௐௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUGௐ*UHHQௐ,QGXVWU\ௐ3URV
ௐ6.ௐIXOOVL]HௐVWDQGRQௐVNLGௐVWHHU
ௐ7KHௐ6.ௐZDVௐVHOHFWHGௐE\ௐ*UHHQௐ,QGXVWU\ௐ3URVௐIRUௐDௐ ௐ‡ௐௐௐௐ(GLWRU¶Vௐ&KRLFHௐ$ZDUG
ௐ7KHௐ7RURௐ&RPSDQ\ௐ
SDUHQWௐFRPSDQ\
ௐZDVௐSOHDVHGௐWRௐEHௐUHFRJQL]HGௐDVௐDௐௐ5HF\FOLQJௐ'HPDQGௐ&KDPSLRQௐ E\ௐ7KHௐ$VVRFLDWLRQௐRIௐ3ODVWLFௐ5HF\FOHUVௐ
$35

,QௐௐWKHௐ86ௐ(QYLURQPHQWDOௐ3URWHFWLRQௐ$JHQF\ௐUHFRJQL]HGௐ7KHௐ7RURௐ&RPSDQ\ௐ SDUHQWௐFRPSDQ\
ௐZLWKௐDௐ
:DWHU6HQVHŠௐ([FHOOHQFHௐ$ZDUGௐIRUௐWKHௐILIWKௐFRQVHFXWLYHௐ\HDUௐ7KLVௐSUHVWLJLRXVௐDZDUGௐUHFRJQL]HVௐFRPSDQLHVௐWKDWௐ GHPRQVWUDWHௐDௐFRPPLWPHQWௐWRௐSURPRWLQJௐZDWHUௐHIILFLHQF\ௐDQGௐUHGXFLQJௐZDVWHௐWKURXJKௐHGXFDWLRQௐDQGௐGHYHORSLQJௐ SURGXFWVௐWKDWௐDUHௐLQGHSHQGHQWO\ௐFHUWLILHGௐWRௐXVHௐOHVVௐZDWHU 
 'HVFULEHௐDQ\ௐ:RPHQௐRUௐ0LQRULW\ௐ
%XVLQHVVௐ(QWLW\ௐ
:0%(
ௐ6PDOOௐ%XVLQHVVௐ
(QWLW\ௐ
6%(
ௐRUௐYHWHUDQௐRZQHGௐEXVLQHVVௐ
FHUWLILFDWLRQVௐWKDWௐ\RXUௐFRPSDQ\ௐRUௐKXEௐ
SDUWQHUVௐKDYHௐREWDLQHGௐ8SORDGௐ
GRFXPHQWDWLRQௐRIௐFHUWLILFDWLRQௐ
DVௐ

DSSOLFDEOH
ௐLQௐWKHௐGRFXPHQWௐXSORDGௐ
VHFWLRQௐRIௐ\RXUௐUHVSRQVH
:KLOHௐZHௐGRௐQRWௐKDYHௐDQ\ௐGHDOHUVௐWKDWௐZHௐDUHௐDZDUHௐRIௐZLWKௐFHUWLILFDWLRQVௐLQௐWKHVHௐFDWHJRULHVௐZHௐGRௐKDYHௐWZRௐ GHDOHUVௐWKDWௐKDYHௐDௐIHPDOHௐPDMRULW\ௐRZQHUVKLSௐDQGௐVHYHUDOௐRWKHUVௐZLWKௐQRQPDMRULW\ௐIHPDOHௐRZQHUVKLSௐௐ:HௐDOVRௐ KDYHௐRWKHUௐGHDOHUVௐWKDWௐDUHௐYHWHUDQVௐEXWௐDUHௐQRWௐFHUWLILHGௐDVௐ9HWHUDQௐRZQHGௐFRUSRUDWLRQV 
 :KDWௐXQLTXHௐDWWULEXWHVௐGRHVௐ\RXUௐ
FRPSDQ\ௐ\RXUௐSURGXFWVௐRUௐ\RXUௐVHUYLFHVௐ
RIIHUௐWRௐ6RXUFHZHOOௐSDUWLFLSDWLQJௐHQWLWLHV"ௐ
:KDWௐPDNHVௐ\RXUௐSURSRVHGௐVROXWLRQVௐ
XQLTXHௐLQௐ\RXUௐLQGXVWU\ௐDVௐLWௐDSSOLHVௐWRௐ
6RXUFHZHOOௐSDUWLFLSDWLQJௐHQWLWLHV"
3OHGJHௐRQௐRXUௐ:HEVLWH
ௐ$Wௐ'LWFKௐ:LWFKௐZHௐGRQ¶WௐMXVWௐVHOOௐHTXLSPHQWௐ:HௐSOHGJHௐWRௐEHௐWKHUHௐZKHQௐ\RXௐQHHGௐ XVௐ:LWKௐDௐSURPLVHௐWRௐKHOSௐ\RXௐEHௐPRUHௐSURGXFWLYHௐ$ௐSDVVLRQௐWRௐKHOSௐ\RXௐEHௐPRUHௐSURILWDEOHௐ$QGௐWKHௐVLPSOHௐ XQGHUVWDQGLQJௐWKDWௐWLPHௐLVௐPRQH\
:HௐDUHௐWKHௐRQO\ௐPDQXIDFWXUHUௐLQௐRXUௐLQGXVWU\ௐWKDWௐGHVLJQVௐDQGௐEXLOGVௐWKHௐPDMRULW\ௐRIௐWKHௐFRPSRQHQWVௐXVHGௐLQௐ RXUௐHTXLSPHQWௐRQVLWHௐௐ7KLVௐLVௐZKDWௐZHௐUHIHUௐWRௐDVௐDௐV\VWHPVௐDSSURDFK ௐIRUௐH[DPSOHௐZHௐGHVLJQௐDQGௐ
PDQXIDFWXUHௐRXUௐGLUHFWLRQDOௐGULOOVௐWKHௐGULOOௐSLSHௐWKDWௐLVௐXVHGௐZLWKௐWKHௐGULOOௐWKHௐGRZQௐKROHௐWRROVௐDVௐZHOOௐDVௐWKHௐ HOHFWURQLFௐJXLGDQFHௐV\VWHPௐDWௐRXUௐRZQௐIDFLOLWLHVௐUDWKHUௐWKDQௐSXUFKDVHௐRXWVLGHௐDQGௐEULQJௐLWௐLQௐIRUௐRXUௐSURGXFWVௐௐ 7KLVௐJLYHVௐXVௐDQௐDGYDQWDJHௐE\ௐEHLQJௐUHVSRQVLEOHௐIRUௐRXUௐTXDOLW\ௐDQGௐEHLQJௐDEOHௐWRௐDIIHFWௐFKDQJHௐLQௐDQ\ௐRIௐ WKHVHௐLWHPVௐLQௐDௐPXFKௐVKRUWHUௐWLPHௐIUDPHௐ:HௐIHHOௐWKDWௐXVLQJௐWKHௐDSSURDFKௐGHVFULEHGௐDERYHௐJLYHVௐXVௐWKHௐ DELOLW\ௐWRௐRIIHUௐDௐEHWWHUௐTXDOLW\ௐSURGXFWௐDVௐWKHௐFRPSRQHQWVௐDUHௐGHVLJQHGௐIRUௐXVHௐLQௐDௐSDUWLFXODUௐXQLWௐDVௐ RSSRVHGௐWRௐDௐSXUFKDVHGௐFRPSRQHQWௐRIIௐWKHௐVKHOI
:HௐKDYHௐFRPSHWLWRUVௐLQௐDOOௐRIௐWKHௐSURGXFWVௐWKDWௐZHௐPDQXIDFWXUHௐDWௐ'LWFKௐ:LWFKௐ:KDWௐPDNHVௐDௐGLIIHUHQFHௐLVௐ KRZௐZHௐPDQXIDFWXUHௐRXUௐSURGXFWVௐYVௐRXUௐFRPSHWLWLRQௐ0DQXIDFWXULQJௐDௐODUJHௐSRUWLRQௐRIௐRXUௐSURGXFWVௐRXUVHOYHVௐ JLYHVௐXVௐDGYDQWDJHVௐWKDWௐDUHௐQRWௐWKHௐVDPHௐDVௐRXUௐFRPSHWLWLRQௐ$ௐJRRGௐH[DPSOHௐLVௐWKHௐIDFWௐWKDWௐZHௐGHVLJQௐDQGௐ PDQXIDFWXUHௐRXUௐ'LUHFWLRQDOௐ'ULOOVௐWKHௐGULOOௐSLSHௐWKDWௐJRHVௐZLWKௐWKDWௐSDUWLFXODUௐPRGHOௐDQGௐWKHௐHOHFWURQLFVௐWKDWௐJRௐ ZLWKௐWKHௐGULOOௐWRௐWUDFNௐLWVௐSURJUHVVௐDQGௐJLYHௐDFFXUDWHௐORFDWLRQௐLQIRUPDWLRQௐ2XUௐFRPSHWLWRUVௐGRQ¶WௐPDNHௐWKHLUௐRZQௐ GULOOௐSLSHௐRUௐHOHFWURQLFVௐDVௐWKH\ௐGHSHQGௐRQௐRWKHUௐPDQXIDFWXUHUVௐWRௐVXSSO\ௐWKHPௐ:HௐKDYHௐEHWWHUௐFRQWUROௐDQGௐFDQௐ PDNHௐQHFHVVDU\ௐFKDQJHVௐIDVWHUௐE\ௐQRWௐKDYLQJௐWRௐGHSHQGௐRQௐRWKHUௐFRPSDQLHV :HௐDOVRௐPDQXIDFWXUHௐRXUௐRZQௐWDQNVௐDQGௐWUDLOHUVௐIRUௐRXUௐYDFௐV\VWHPVௐ$JDLQௐRXUௐFRPSHWLWRUVௐUHO\ௐRQௐRWKHUௐ PDQXIDFWXUHUVௐIRUௐWKHVHௐSURGXFWV
2XUௐIDFWRU\ௐWUDLQHGௐWHFKQLFLDQVௐPDNHௐ'LWFKௐ:LWFKௐVHUYLFHௐVWDQGௐRXWௐLQௐWKHௐLQGXVWU\ௐௐ7KHௐ'LWFKௐ:LWFKௐ 3UR7HFKQLFLDQௐSURJUDPௐZDVௐGHYHORSHG
E\ௐWKHௐ'LWFKௐ:LWFKŠௐRUJDQL]DWLRQௐWRௐSURYLGHௐFRPSUHKHQVLYHௐSURGXFWௐWUDLQLQJௐIRUௐ'LWFKௐ:LWFKௐVHUYLFHௐWHFKQLFLDQVௐ 7KLVௐH[WHQVLYHௐWUDLQLQJ
SURJUDPௐௐFRQVLVWLQJௐRIௐEURQ]HௐVLOYHUௐDQGௐJROGௐOHYHOVௐௐIRFXVHVௐVSHFLILFDOO\ௐRQௐ'LWFKௐ:LWFKௐSURGXFWVௐDQGௐ LQVXUHVௐWKDWௐWKHௐWHFKQLFLDQVௐWKDWௐVHUYLFHௐDQGௐUHSDLUௐ\RXUௐPDFKLQHVௐDUHௐDPRQJௐWKH PRVWௐNQRZOHGJHDEOHௐLQௐWKHௐLQGXVWU\
)RUௐDOOௐRIௐWKHVHௐUHDVRQVௐ'LWFKௐ:LWFKௐKDVௐEHFRPHௐV\QRQ\PRXVௐZLWKௐWKHௐXQGHUJURXQGௐWUHQFKLQJௐLQGXVWU\ௐ0XFKௐ OLNHௐ.OHHQH[ௐLVௐWRௐIDFLDOௐWLVVXHௐ'LWFKௐ:LWFKௐLVௐWRௐXQGHUJURXQGௐWUHQFKLQJௐPDFKLQHVௐௐ7KHUHௐLVௐDௐORWௐRIௐYDOXHௐWRௐDௐ FXVWRPHUௐWRௐSXUFKDVHௐIURPௐVXFKௐDௐKLJKO\ௐUHFRJQL]HGௐPDQXIDFWXUHU 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




364
7DEOH

:DUUDQW\
'HVFULEHLQGHWDLO\RXUPDQXIDFWXUHUZDUUDQW\SURJUDPLQFOXGLQ JFRQGLWLRQVDQGUHTXLUHPHQWVWRTXDOLI\FODLPVSURFHGXUHDQG RYHUDOOVWUXFWXUH<RX PD\XSORDGUHSUHVHQWDWLYHVDPSOHVRI\RXUZDUUDQW\PDWHULDOV L IDSSOLFDEOH
LQWKHGRFXPHQWXSORDGVHFWLRQRI\RXUUHVSRQVHL QDGGLWLRQWR UHVSRQGLQJWRWKHTXHVWLRQVEHORZ
/LQH,WHP 4XHVWLRQ 5HVSRQVH
 'Rௐ\RXUௐZDUUDQWLHVௐFRYHUௐDOOௐSURGXFWVௐSDUWVௐDQGௐODERU" <HVௐ RXUௐVWDQGDUGௐIDFWRU\ௐZDUUDQW\ௐFRYHUVௐDOOௐSURGXFWVௐIRUௐIDLOXUHVௐLQௐPDWHULDOௐDQGௐ ZRUNPDQVKLSௐ
([FOXGLQJௐZHDUௐLWHPV
ௐௐௐ$OOௐௐSDUWVௐDQGௐODERUௐIRUௐZDUUDQWDEOHௐIDLOXUHVௐDUHௐ
FRYHUHGௐE\ௐWKHௐVWDQGDUGௐZDUUDQW\ௐ
7KHௐ6RXUFHZHOOௐPHPEHUௐLVௐUHVSRQVLEOHௐIRUௐDOOௐUHTXLUHGௐPDLQWHQDQFHௐDQGௐDGMXVWPHQWVௐDVௐ VWDWHGௐLQௐWKHௐRSHUDWLQJௐPDQXDOௐIRUௐHDFKௐPRGHOௐௐ)DLOXUHௐWRௐSHUIRUPௐUHTXLUHGௐPDLQWHQDQFHௐ PD\ௐEHௐJURXQGVௐIRUௐGHQLDOௐRIௐZDUUDQW\ௐIRUௐDௐFRPSRQHQWௐQHJDWLYHO\ௐDIIHFWHGௐE\ௐIDLOXUHௐWRௐ SHUIRUPௐPDLQWHQDQFH
([FOXVLRQVௐIURPௐ3URGXFWௐ:DUUDQW\
‡$OOௐLQFLGHQWDOௐRUௐFRQVHTXHQWLDOௐGDPDJHV
‡$OOௐGHIHFWVௐGDPDJHVௐRUௐLQMXULHVௐFDXVHGௐE\ௐPLVXVHௐDEXVHௐLPSURSHUௐLQVWDOODWLRQௐDOWHUDWLRQௐ QHJOHFWௐRUௐXVHVௐRWKHUௐWKDQௐWKRVHௐIRUௐZKLFKௐSURGXFWVௐZHUHௐLQWHQGHG ‡$OOௐGHIHFWVௐGDPDJHVௐRUௐLQMXULHVௐFDXVHGௐE\ௐLPSURSHUௐWUDLQLQJௐRSHUDWLRQௐRUௐVHUYLFLQJௐRIௐ SURGXFWVௐLQௐDௐPDQQHUௐLQFRQVLVWHQWௐZLWKௐPDQXIDFWXUHU¶VௐUHFRPPHQGDWLRQV ‡$OOௐHQJLQHVௐDQGௐHQJLQHௐDFFHVVRULHVௐ
WKHVHௐDUHௐFRYHUHGௐE\ௐRULJLQDOௐPDQXIDFWXUHU¶VௐZDUUDQW\

‡7LUHVௐEHOWVௐDQGௐRWKHUௐSDUWVௐZKLFKௐPD\ௐEHௐVXEMHFWௐWRௐDQRWKHUௐPDQXIDFWXUHU¶VௐZDUUDQW\ௐ VXFKௐ
ZDUUDQW\ௐZLOOௐEHௐDYDLODEOHௐWRௐSXUFKDVHU
$ௐFRS\ௐRIௐRXUௐOLPLWHGௐZDUUDQW\ௐFDQௐEHௐIRXQGௐLQௐWKHௐ$WWDFKHGௐ2ZQHUVௐ0DQXDOௐௐௐ(DFKௐ PDFKLQHௐSXUFKDVHGௐZLOOௐFRPHௐZLWKௐDௐFRS\ௐRIௐWKHௐRZQHUVௐPDQXDOௐZKLFKௐFRQWDLQVௐDௐFRS\ௐRIௐ RXUௐPDQXIDFWXUHUVௐOLPLWHGௐZDUUDQW\

 'Rௐ\RXUௐZDUUDQWLHVௐLPSRVHௐXVDJHௐUHVWULFWLRQVௐRUௐRWKHUௐ OLPLWDWLRQVௐWKDWௐDGYHUVHO\ௐDIIHFWௐFRYHUDJH"
1Rௐௐ
VHHௐVHFWLRQௐௐIRUௐDQ\ௐH[FOXVLRQV

 'Rௐ\RXUௐZDUUDQWLHVௐFRYHUௐWKHௐH[SHQVHௐRIௐWHFKQLFLDQV¶ௐWUDYHOௐ WLPHௐDQGௐPLOHDJHௐWRௐSHUIRUPௐZDUUDQW\ௐUHSDLUV"
<HVௐ)RUௐDQ\ௐXQLWௐWKDWௐLVௐRYHUௐKSௐZHௐSD\ௐRXUௐGHDOHUVKLSVௐDௐIHHௐIRUௐXSௐWRௐௐPLOHVௐLIௐDௐ VHUYLFHௐWUXFNௐLVௐGLVSDWFKHGௐSOXVௐSD\ௐIRUௐSDUWVௐDQGௐODERUௐIRUௐWKHௐUHSDLUVௐௐ2WKHUௐWUDYHOௐWLPHௐ PD\ௐEHௐDSSURYHGௐRQௐDௐFDVHௐE\ௐFDVHௐEDVLVௐDVௐGHHPHGௐQHFHVVDU\ 
 $UHௐWKHUHௐDQ\ௐJHRJUDSKLFௐUHJLRQVௐRIௐWKHௐ8QLWHGௐ6WDWHVௐRUௐ &DQDGDௐ
DVௐDSSOLFDEOH
ௐIRUௐZKLFKௐ\RXௐFDQQRWௐSURYLGHௐDௐ
FHUWLILHGௐWHFKQLFLDQௐWRௐSHUIRUPௐZDUUDQW\ௐUHSDLUV"ௐௐ+RZௐZLOOௐ 6RXUFHZHOOௐSDUWLFLSDWLQJௐHQWLWLHVௐLQௐWKHVHௐUHJLRQVௐEHௐSURYLGHGௐ VHUYLFHௐIRUௐZDUUDQW\ௐUHSDLU"
1Rௐௐ2XUௐGHDOHUௐQHWZRUNௐHQFRPSDVVHVௐWKHௐHQWLUHW\ௐRIௐWKHௐ8QLWHGௐ6WDWHVௐDQGௐ&DQDGDௐ:Hௐ KDYHௐௐEULFNௐDQGௐPRUWDUௐORFDWLRQVௐZLWKௐVHUYLFHௐWUXFNVௐDQGௐRYHUௐௐWHFKQLFLDQVௐIRUௐ VHUYLFHௐDQGௐZDUUDQW\ௐUHSDLUV 

:LOOௐ\RXௐFRYHUௐZDUUDQW\ௐVHUYLFHௐIRUௐLWHPVௐPDGHௐE\ௐRWKHUௐ PDQXIDFWXUHUVௐWKDWௐDUHௐSDUWௐRIௐ\RXUௐSURSRVDOௐRUௐDUHௐWKHVHௐ ZDUUDQWLHVௐLVVXHVௐW\SLFDOO\ௐSDVVHGௐRQௐWRௐWKHௐRULJLQDOௐ
HTXLSPHQWௐPDQXIDFWXUHU"
<HVௐH[FOXGLQJௐWKHௐIROORZLQJ
ௐௐ(QJLQHVௐWLUHVௐEDWWHULHVௐRUௐ9DQ$LUௐ6\VWHPVௐZKLFKௐDUHௐFRYHUHGௐ E\ௐWKHLUௐUHVSHFWLYHௐPDQXIDFWXUHUVௐZDUUDQWLHV 
 :KDWௐDUHௐ\RXUௐSURSRVHGௐH[FKDQJHௐDQGௐUHWXUQௐSURJUDPVௐDQGௐ SROLFLHV"
1HZௐXQXVHGௐXQLQVWDOOHGௐSDUWVௐLQௐWKHLUௐRULJLQDOௐFRQWDLQHUVௐDUHௐHOLJLEOHௐIRUௐUHWXUQௐZLWKLQௐ ௐ
GD\VௐRIௐSXUFKDVHௐௐ5HWXUQௐVKLSPHQWௐWRௐ'LWFKௐ:LWFKௐZLOOௐEHௐWKHௐUHVSRQVLELOLW\ௐRIௐWKHௐFXVWRPHU $OOௐVDOHVௐRIௐZKROHJRRGVௐDUHௐILQDOௐDQGௐQRWௐHOLJLEOHௐIRUௐUHWXUQௐ :HௐUHVHUYHௐWKHௐULJKWௐWRௐPDNHௐJRRGௐIDLWKௐFXVWRPHUௐVDWLVIDFWLRQௐGHFLVLRQVௐRQௐDOOௐFXVWRPHUௐ SXUFKDVHVௐXSௐWRௐDQGௐLQFOXGLQJௐUHWXUQVH[FKDQJHV

 'HVFULEHௐDQ\ௐVHUYLFHௐFRQWUDFWௐRSWLRQVௐIRUௐWKHௐLWHPVௐLQFOXGHGௐ LQௐ\RXUௐSURSRVDO
7KHௐ'LWFKௐ:LWFKௐGHDOHUVKLSௐRIIHUVௐXSௐWRௐDௐௐKRXUௐVHUYLFHௐFRQWUDFWௐWKDWௐFDQௐEHௐSXUFKDVHGௐ ORFDOO\ௐIURPௐWKHௐVHUYLFLQJௐGHDOHUௐௐௐ,IௐDௐFXVWRPHUௐFKRRVHVௐDௐVHUYLFHௐFRQWUDFWௐWKHௐSULFHௐZLOOௐEHௐ LQFOXGHGௐRQௐWKHௐ6RXUFHZHOOௐTXRWH

7DEOH
3D\PHQW7HUPVDQG)LQDQFLQJ2SWLRQV
/LQH
,WHP 4XHVWLRQ 5HVSRQVH 
 'HVFULEHௐ\RXUௐSD\PHQWௐWHUPVௐDQGௐDFFHSWHGௐSD\PHQWௐ
PHWKRGV"
3D\PHQWௐWHUPVௐDUHௐ1HWௐௐௐ:HௐDFFHSWௐFKHFNௐDQGௐRUௐSD\PHQWௐYLDௐ$&+ௐWUDQVIHU   'HVFULEHௐDQ\ௐOHDVLQJௐRUௐILQDQFLQJௐRSWLRQVௐDYDLODEOHௐIRUௐ XVHௐE\ௐHGXFDWLRQDOௐRUௐJRYHUQPHQWDOௐHQWLWLHV
'LWFKௐ:LWFKŠௐ)LQDQFLDOௐ6HUYLFHVௐRXUௐLQKRXVHௐILQDQFHௐJURXSௐRIIHUVௐDௐFRPSOHWHௐSDFNDJHௐRIௐOHDVLQJௐDQGௐ FRQGLWLRQDOௐVDOHVௐSURJUDPVௐWRௐPHHWௐWKHௐQHHGVௐRIௐRXUௐFXVWRPHUVௐௐ/HDVHௐWHUPVௐDQGௐUDWHVௐDUHௐDVௐIROORZV

7KHௐௐௐ ௐௐPRQWKௐOHDVHௐ,QGH[ௐUDWHௐLVௐGHWHUPLQHGௐEDVHGௐRQௐWKHௐௐ\HDUௐௐ\HDUௐDQGௐௐ\HDUௐSXEOLVKHGௐ VZDSௐUDWHVௐRQௐWKHௐ%RDUGௐRIௐ*RYHUQRUVௐRIௐWKHௐ)HGHUDOௐ5HVHUYHௐ6\VWHPௐDQGௐLVௐDGMXVWHGௐTXDUWHUO\ௐௐ7KHௐ'LWFKௐ :LWFKŠௐ)LQDQFLDOௐ6HUYLFHVௐ
':)6
ௐVWDQGDUGௐOHDVHௐLVௐDௐSXUFKDVHௐRSWLRQௐOHDVHௐDQGௐQRWௐFRQVLGHUHGௐDௐIDLUௐ PDUNHWௐYDOXHௐOHDVHௐௐ5HVLGXDOVௐDUHௐGHWHUPLQHGௐEHIRUHௐFRQWUDFWௐDJUHHPHQWௐKDVௐEHHQௐVLJQHG /HDVHௐWHUPVௐDUHௐௐDQGௐௐPRQWKV
'LWFKௐ:LWFKŠௐ)LQDQFLDOௐ6HUYLFHVௐ
':)6
ௐLVௐDௐSULYDWHௐODEHOௐJURXSௐXQGHUௐ%DQNௐRIௐWKHௐ:HVWௐZKLFKௐLVௐDௐ VXEVLGLDU\ௐEDQNௐRIௐ%13ௐ3DULEDV

 'HVFULEHௐDQ\ௐVWDQGDUGௐWUDQVDFWLRQௐGRFXPHQWVௐWKDWௐ\RXௐ SURSRVHௐWRௐXVHௐLQௐFRQQHFWLRQௐZLWKௐDQௐDZDUGHGௐFRQWUDFWௐ

RUGHUௐIRUPVௐWHUPVௐDQGௐFRQGLWLRQVௐVHUYLFHௐOHYHOௐ
DJUHHPHQWVௐHWF
ௐ8SORDGௐDௐVDPSOHௐRIௐHDFKௐ
DVௐ

DSSOLFDEOH
ௐLQௐWKHௐGRFXPHQWௐXSORDGௐVHFWLRQௐRIௐ\RXUௐ
UHVSRQVH
:HௐZLOOௐSURYLGHௐWKHௐFXVWRPHUௐZLWKௐDQௐDXWKRUL]HGௐ6RXUFHZHOOௐSULFHௐTXRWHௐIURPௐ'LWFKௐ:LWFKௐIRUௐDQ\ௐSURGXFWௐDௐ 6RXUFHZHOOௐPHPEHUௐZLVKHVௐWRௐKDYHௐTXRWHGௐௐௐ:HௐZLOOௐDFFHSWௐDௐVWDQGDUGௐ3XUFKDVHௐ2UGHUௐIURPௐWKHௐFXVWRPHUௐௐ ௐ
2QFHௐWKHௐXQLWௐLVௐGHOLYHUHGௐE\ௐWKHௐORFDOௐVHUYLFLQJௐGHDOHUௐWKHௐFXVWRPHUௐZLOOௐQHHGௐWRௐVLJQௐDௐGHOLYHU\ௐUHFHLSWௐௐௐ 'LWFKௐ:LWFKௐZLOOௐWKHQௐLQYRLFHௐWKHௐPHPEHUௐRQௐRXUௐVWDQGDUGௐLQYRLFHௐௐௐ6DPSOHௐFRSLHVௐDUHௐDWWDFKHG   'Rௐ\RXௐDFFHSWௐWKHௐ3FDUGௐSURFXUHPHQWௐDQGௐSD\PHQWௐ
SURFHVV"ௐ,IௐVRௐLVௐWKHUHௐDQ\ௐDGGLWLRQDOௐFRVWௐWRௐ
6RXUFHZHOOௐSDUWLFLSDWLQJௐHQWLWLHVௐIRUௐXVLQJௐWKLVௐSURFHVV" 1RௐQRWௐDWௐWKLVௐWLPHௐௐ
:HௐUHVHUYHௐWKHௐULJKWௐWRௐLQLWLDWHௐWKHௐDFFHSWDQFHௐRIௐ3&DUGVௐDWௐDௐIXWXUHௐGDWHௐRIௐRXUௐFKRRVLQJௐVKRXOGௐZHௐGHFLGH ௐ
WRௐSXUVXHௐDௐ3&DUGௐSD\PHQWௐPHWKRG

Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




365
7DEOH
3ULFLQJDQG'HOLYHU\
3URYLGHGHWDLOHGSULFLQJLQIRUPDWLRQLQWKHTXHVWLRQVWKDWIROORZEHORZ.HHSLQPLQGWKDWUHDVRQDEOHSULFHDQGSURGXFWDGMXVWPHQWVFDQEHPDGHGXULQJWKHWHUPRI DQDZDUGHG&RQWUDFWDVGHVFULEHGLQWKH5)3WKHWHPSODWH&RQWUDFWDQGWKH6RXUFHZHOO3ULFHDQG3URGXFW&KDQJH5HTXHVW)RUP /LQH
,WHP 4XHVWLRQ 5HVSRQVH 
 'HVFULEHௐ\RXUௐSULFLQJௐPRGHOௐ
HJௐOLQHLWHPௐGLVFRXQWVௐRUௐSUR GXFWFDWHJRU\ௐ

GLVFRXQWV
ௐ3URYLGHௐGHWDLOHGௐSULFLQJௐGDWDௐ
LQFOXGLQJௐVWDQGDUGௐRUௐOLVWௐ
SULFLQJௐDQGௐWKHௐ6RXUFHZHOOௐGLVFRXQWHGௐSULFH
ௐRQௐDOOௐRIௐWKHௐLWHPVௐWKDWௐ\RXௐ
ZDQWௐ6RXUFHZHOOௐWRௐFRQVLGHUௐDVௐSDUWௐRIௐ\RXUௐ5)3ௐUHVSRQVHௐ,IௐDSSOLFDEOHௐ SURYLGHௐDௐ6.8ௐIRUௐHDFKௐLWHPௐLQௐ\RXUௐSURSRVDOௐ8SORDGௐ\RXUௐSULFLQJௐ PDWHULDOVௐ
LIௐDSSOLFDEOH
ௐLQௐWKHௐGRFXPHQWௐXSORDGௐVHFWLRQௐRIௐ\RXUௐUHVSRQVH
2XUௐSULFLQJௐPRGHOௐLVௐDௐGLVFRXQWௐIURPௐWKHௐ0DQXIDFWXUHVௐ6WDWHGௐ5HWDLOௐ3ULFHௐௐ0653ௐ RQௐHDFKௐSURGXFWௐௐௐ$WWDFKHGௐWRௐWKHௐ5)3ௐLVௐDௐOLVWௐRIௐDOOௐSURGXFWVௐDQGௐWKHLUௐ0653ௐ SULFHVௐௐௐ'LVFRXQWVௐWRௐ&DQDGDௐZLOOௐEHௐௐOHVVௐWKDQௐWKHௐGLVFRXQWVௐRIIHUHGௐLQௐWKHௐ 86ௐௐ7KLVௐZLOOௐDFFRXQWௐIRUௐDOOௐFXVWRPVௐIHHVௐDQGௐRWKHUௐDVVRFLDWHGௐFRVWVௐDVVRFLDWHGௐ ZLWKௐVKLSSLQJௐIURPௐWKHௐ86ௐWRௐ&DQDGDௐ$WWDFKHGௐDUHௐSULFHௐOLVWVௐE\ௐPRGHOௐ1RWH ௐ
:HௐKDYHௐLQFOXGHGௐWKHௐSULFHௐOLVWVௐLQௐERWKௐH[FHOௐDQGௐ3')ௐIRUPDWௐLQௐFDVHௐWKHUHௐDUHௐ DQ\ௐLVVXHVௐZLWKௐRSHQLQJௐODUJHௐH[FHOௐILOHV

 4XDQWLI\ௐWKHௐSULFLQJௐGLVFRXQWௐUHSUHVHQWHGௐE\ௐWKHௐSULFLQJௐSURS RVDOௐLQௐWKLVௐ UHVSRQVHௐ)RUௐH[DPSOHௐLIௐWKHௐSULFLQJௐLQௐ\RXUௐUHVSRQVHௐUHSUHVHQWVௐDௐ SHUFHQWDJHௐGLVFRXQWௐIURPௐ0653ௐRUௐOLVWௐVWDWHௐWKHௐSHUFHQWDJHௐRUௐ SHUFHQWDJHௐUDQJH
'LWFKௐ:LWFKௐLVௐRIIHULQJௐௐGLVFRXQWVௐXSௐWRௐௐIURPௐRXUௐPDQXIDFWXUHUVௐVWDWHGௐUHWDLOௐ SULFHVௐௐRQௐDOOௐ'LWFKௐ:LWFKௐ+DPPHUKHDGௐDQGௐ6XEVLWHௐHTXLSPHQWௐௐௐ6HHௐDWWDFKHGௐ SULFLQJௐVKHHWVௐIRUௐVSHFLILFௐGLVFRXQWVௐRQௐHDFKௐPRGHOௐௐ1RWH ௐ:HௐKDYHௐLQFOXGHGௐWKHௐ
SULFHௐOLVWVௐLQௐERWKௐH[FHOௐDQGௐ3')ௐIRUPDWௐLQௐFDVHௐWKHUHௐDUHௐDQ\ௐLVVXHVௐZLWKௐ RSHQLQJௐODUJHௐH[FHOௐILOHV

 'HVFULEHௐDQ\ௐTXDQWLW\ௐRUௐYROXPHௐGLVFRXQWVௐRUௐUHEDWHௐSURJUDPVௐ WKDWௐ\RXௐ RIIHU
6LQFHௐZHௐFRQVLGHUௐWKHௐ6RXUFHZHOOௐ&RQWUDFWௐDQGௐWKHUHIRUHௐWKHLUௐPHPEHUVௐWRௐ FRUSRUDWHO\ௐTXDOLI\ௐIRUௐKLJKௐYROXPHௐGLVFRXQWVௐRUௐUHEDWHVௐZHௐRIIHUௐDௐYHU\ௐDWWUDFWLYHௐ GLVFRXQWௐXSௐIURQWௐRQௐDOOௐPDFKLQHVௐௐ2XUௐSULFLQJௐLVௐEHVWௐSULFLQJௐXSௐIURQWௐDQGௐ WKHUHIRUHௐDGGLWLRQDOௐYROXPHௐGLVFRXQWVௐRUௐUHEDWHVௐDUHௐQRWௐQHFHVVDU\ௐDQGௐWKHUHIRUHௐ QRWௐRIIHUHGௐLQௐRXUௐSURSRVDOௐௐ/RFDOௐGHDOHUVௐPD\ௐIURPௐWLPHௐWRௐWLPHௐPD\ௐRIIHUௐ VSHFLDOௐSULFLQJௐWRௐFRPSHWHௐLQௐWKHLUௐORFDOௐPDUNHWVௐௐ6XFKௐSULFLQJௐZLOOௐEHௐDWௐGHDOHUௐ GLVFUHWLRQௐDQGௐZLOOௐDOZD\VௐEHௐEHORZௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐSULFH 

3URSRVHௐDௐPHWKRGௐRIௐIDFLOLWDWLQJௐ³VRXUFHG´ௐSURGXFWVௐRUௐUHODWH GௐVHUYLFHVௐ ZKLFKௐPD\ௐEHௐUHIHUUHGௐWRௐDVௐ³RSHQௐPDUNHW´ௐLWHPVௐRUௐ³QRQVWDQGDUGௐ RSWLRQV´ௐ)RUௐH[DPSOHௐ\RXௐPD\ௐVXSSO\ௐVXFKௐLWHPVௐ³DWௐFRVW´ௐRUௐ³DWௐFRVWௐ SOXVௐDௐSHUFHQWDJH´ௐRUௐ\RXௐPD\ௐVXSSO\ௐDௐTXRWHௐIRUௐHDFKௐVXFKௐUHTXHVW 6RXUFHGௐSURGXFWVௐZLOOௐEHௐSURYLGHGௐORFDOO\ௐWKURXJKௐWKHௐGHOLYHULQJௐGHDOHUௐௐௐௐ7KHௐ GHOLYHULQJௐGHDOHUௐZLOOௐSURYLGHௐDௐTXRWHௐIRUௐWKHௐQRQௐ'LWFKௐ:LWFKௐVRXUFHGௐSURGXFWௐ DQGௐWKHௐTXRWHௐZLOOௐEHௐDGGHGௐRQWRௐWKHௐTXRWHௐIRUௐWKHௐ6RXUFHZHOOௐFXVWRPHUௐௐ7KHௐ FXVWRPHUௐZLOOௐKDYHௐWKHௐRSWLRQௐWRௐDFFHSWௐWKHௐTXRWHGௐSULFHௐRUௐUHMHFWௐWKHௐSULFHௐDQGௐ FKRRVHௐWRௐRQO\ௐSXUFKDVHௐWKHௐDSSURYHGௐ6RXUFHZHOOௐSURGXFWௐIURPௐ'LWFKௐ:LWFKௐRUௐLWVௐ VLVWHUௐFRPSDQLHVௐௐௐௐ7KHQௐWKHௐFXVWRPHUௐZRXOGௐEHௐIUHHௐWRௐSXUFKDVHௐDௐ6RXUFHGௐ LWHPௐIURPௐWKHௐEUDQGௐRIௐWKHLUௐFKRRVLQJ

 ,GHQWLI\ௐDQ\ௐHOHPHQWௐRIௐWKHௐWRWDOௐFRVWௐRIௐDFTXLVLWLRQௐWKDWௐLV ௐ127ௐLQFOXGHGௐ LQௐWKHௐSULFLQJௐVXEPLWWHGௐZLWKௐ\RXUௐUHVSRQVHௐ7KLVௐLQFOXGHVௐDOOௐDGGLWLRQDOௐ FKDUJHVௐDVVRFLDWHGௐZLWKௐDௐSXUFKDVHௐWKDWௐDUHௐQRWௐGLUHFWO\ௐLGHQWLILHGௐDVௐ IUHLJKWௐRUௐVKLSSLQJௐFKDUJHVௐ)RUௐH[DPSOHௐOLVWௐFRVWVௐIRUௐLWHPVௐOLNHௐSUH GHOLYHU\ௐLQVSHFWLRQௐLQVWDOODWLRQௐVHWௐXSௐPDQGDWRU\ௐWUDLQLQJௐRUௐLQLWLDOௐ LQVSHFWLRQௐ,GHQWLI\ௐDQ\ௐSDUWLHVௐWKDWௐLPSRVHௐVXFKௐFRVWVௐDQGௐWKHLUௐ UHODWLRQVKLSௐWRௐWKHௐ3URSRVHU
7KHUHௐDUHௐLQVWDOODWLRQௐFKDUJHVௐDVVRFLDWHGௐZLWKௐFHUWDLQௐRSWLRQDOௐIHDWXUHVௐWKDWௐPD\ௐ QHHGௐWRௐEHௐLQVWDOOHGௐRQௐWKHௐ'LWFKௐ:LWFKௐPDFKLQHVௐௐ,QVWDOODWLRQ ௐFKDUJHVௐௐIRUௐWKRVHௐ
LWHPVௐZLOOௐEHௐFOHDUO\ௐOLVWHGௐௐRQௐWKHௐTXRWHௐIRUௐWKHௐ6RXUFHZHOOௐFXVWRPHU 
 ,IௐIUHLJKWௐGHOLYHU\ௐRUௐVKLSSLQJௐLVௐDQௐDGGLWLRQDOௐFRVWௐWRௐWK Hௐ6RXUFHZHOOௐ SDUWLFLSDWLQJௐHQWLW\ௐGHVFULEHௐLQௐGHWDLOௐWKHௐFRPSOHWHௐIUHLJKWௐVKLSSLQJௐDQGௐ GHOLYHU\ௐSURJUDP
$OOௐSURGXFWVௐDUHௐVKLSSHGௐIURPௐRXUௐIDFWRU\ௐLQௐ3HUU\ௐ2.ௐWRௐWKHௐORFDOௐ'LWFKௐ:LWFKௐ GHDOHUௐௐWKDWௐZLOOௐEHௐPDNLQJௐWKHௐILQDOௐGHOLYHU\ௐRIௐWKHௐSURGXFWௐWRௐWKHௐ6RXUFHZHOOௐ PHPEHUௐௐௐௐ:HௐKDYHௐDWWDFKHGௐDௐIUHLJKWௐPDWUL[ௐWKDWௐGHWDLOVௐFXUUHQWௐVKLSSLQJௐUDWHVௐ WRௐHDFKௐJHRJUDSKLFௐDUHDௐRIௐWKHௐFRXQWU\ௐLQFOXGLQJௐUDWHVௐWRௐVKLSௐLQWRௐ&DQDGDௐௐௐௐௐௐ 7KHௐORFDOௐGHDOHUௐGRHVௐQRWௐFKDUJHௐIUHLJKWௐRUௐDௐGHOLYHU\ௐFKDUJHௐIRUௐILQDOௐGHOLYHU\ௐ IURPௐKHௐGHDOHUௐWRௐWKHௐORFDOௐ6RXUFHZHOOௐPHPEHUௐ2WKHUௐIUHLJKWௐFKDUJHVௐSHUௐLWHPௐDUHௐ LQFOXGHGௐLQௐWKHௐSULFLQJௐOLVWV
,QௐFHUWDLQௐLQVWDQFHVௐ6RXUFHZHOOௐPHPEHUVௐPD\ௐWDNHௐGHOLYHU\ௐIURPௐGHDOHUௐLQYHQWRU\ௐ KRZHYHUௐVXFKௐLQYHQWRU\ௐZLOOௐEHௐVXEMHFWௐWRௐWKHௐVDPHௐIUHLJKWௐFKDUJHVௐDVௐQHZௐ SURGXFWLRQௐRUGHUVௐIURPௐWKHௐIDFWRU\ௐௐௐ
)UHLJKWௐWRௐ+DZDLLௐDQGௐ$ODVNDௐZLOOௐEHௐTXRWHGௐVHSDUDWHO\ௐDVௐQHHGHGௐௐௐௐ $OOௐIUHLJKWௐFKDUJHVௐZLOOௐEHௐOLVWHGௐRQௐWKHௐILQDOௐTXRWHௐSURYLGHGௐWRௐDOOௐ6RXUFHZHOOௐ FXVWRPHUVௐSULRUௐWRௐWKHLUௐSODFHPHQWௐRIௐWKHௐRUGHUௐWRௐ'LWFKௐ:LWFK 
 6SHFLILFDOO\ௐGHVFULEHௐIUHLJKWௐVKLSSLQJௐDQGௐGHOLYHU\ௐWHUPVௐR UௐSURJUDPVௐ DYDLODEOHௐIRUௐ$ODVNDௐ+DZDLLௐ&DQDGDௐRUௐDQ\ௐRIIVKRUHௐGHOLYHU\ &DQDGDௐUDWHVௐDUHௐOLVWHGௐLQWௐKHௐIUHLJKWௐPDWUL[ௐDVௐLQGLFDWHGௐLQௐTXHVWLRQௐ )UHLJKWௐWRௐ+DZDLLௐDQGௐ$ODVNDௐZLOOௐEHௐTXRWHGௐVHSDUDWHO\ௐDVௐQHHGHGௐௐௐௐ1RWH ௐ
6KLSSLQJௐUDWHVௐWRௐ$ODVNDௐDQGௐ+DZDLLௐKDYHௐYDULHGௐGUDVWLFDOO\ௐRYHUௐWKHௐODVWௐ PRQWKVௐDQGௐZLOOௐFRQWLQXHௐWRௐYDU\ௐIRUௐWKHௐIRUHVHHDEOHௐIXWXUH $OOௐIUHLJKWௐFKDUJHVௐZLOOௐEHௐOLVWHGௐRQௐWKHௐILQDOௐTXRWHௐSURYLGHGௐWRௐDOOௐ6RXUFHZHOOௐ FXVWRPHUVௐSULRUௐWRௐWKHLUௐSODFHPHQWௐRIௐWKHௐRUGHUௐWRௐ'LWFKௐ:LWFK 
 'HVFULEHௐDQ\ௐXQLTXHௐGLVWULEXWLRQௐDQGRUௐGHOLYHU\ௐPHWKRGVௐRUௐR SWLRQVௐ RIIHUHGௐLQௐ\RXUௐSURSRVDO
$OOௐRIௐWKHௐHTXLSPHQWௐLQௐWKLVௐSURSRVDOௐZLOOௐUHFHLYHௐDௐ3UH'HOLYHU\ௐ,QVSHFWLRQௐ 3',
ௐ
IURPௐWKHௐ'LWFKௐ:LWFKௐGHDOHUௐWKDWௐLQFOXGHVௐDௐPXOWLSRLQWௐLQVSHFWLRQௐRIௐNH\ௐ FRPSRQHQWVௐWRௐLQVXUHௐHYHU\WKLQJௐFRPSOLHVௐZLWKௐWKHௐ'LWFKௐ:LWFKௐVWDQGDUGௐRSHUDWLRQVௐ RIௐWKHௐPDFKLQHVௐௐௐ$ௐGHOLYHU\ௐFKHFNOLVWௐLVௐUHYLHZHGௐZLWKௐWKHௐFXVWRPHUௐWRௐLQVXUHௐ WKDWௐNH\ௐDUHௐFRYHUHGௐE\ௐWKHௐGHDOHUௐௐௐ7KLVௐLQFOXGHVௐWKHௐSURYLVLRQௐRIௐDQௐRSHUDWRUVௐ PDQXDOௐIRUௐHDFKௐPDFKLQHௐH[SODQDWLRQௐRIௐWKHௐVWDQGDUGௐOLPLWHGௐZDUUDQW\ௐDQGௐSKRQHௐ QXPEHUVௐDQGௐFRQWDFWௐLQIRUPDWLRQௐRIௐWKHௐGHDOHUௐVHUYLFHௐDQGௐSDUWVௐSHUVRQQHOௐLQௐWKHௐ HYHQWௐWKDWௐWKH\ௐZRXOGௐQHHGௐWRௐEHௐFRQWDFWHGௐE\ௐWKHௐPHPEHUௐ7KLVௐPD\ௐDOVRௐLQFOXGHௐ RSHUDWRUௐWUDLQLQJௐDWௐWLPHௐRIௐGHOLYHU\ௐDVௐQHHGHG

7DEOH
3ULFLQJ2IIHUHG
/LQH
,WHP 7KH3ULFLQJ2IIHUHGLQWKLV3URSRVDOLV

&RPPHQWV
 FEHWWHUWKDQWKH3URSRVHUW\SLFDOO\RIIHUVWR*32VFRRSHUD WLYHSURFXUHPHQWRUJDQL]DWLRQVRUVWDWHSXUFKDVLQJGHSDUWPHQWV 6RXFHZHOOௐLVௐRXUௐSUHPLHUௐFRQGXLWௐ WRௐGHOLYHUௐRXUௐSURGXFWௐWRௐ
*RYHUQPHQWௐFXVWRPHUVௐDQGௐDVௐ
VXFKௐZHௐRIIHUௐSUHPLXPௐSULFLQJௐWRௐ
6RXUFHZHOOௐPHPEHUV
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




366
7DEOH
$XGLWDQG$GPLQLVWUDWLYH)HH
/LQH
,WHP 4XHVWLRQ 5HVSRQVH
 6SHFLILFDOO\ௐGHVFULEHௐDQ\ௐVHOIDXGLWௐSURFHVVௐRUௐSURJUDPௐWKDWௐ \RXௐSODQௐWRௐHPSOR\ௐ WRௐYHULI\ௐFRPSOLDQFHௐZLWKௐ\RXUௐSURSRVHGௐ&RQWUDFWௐZLWKௐ6RXUFHZHOOௐ7KLVௐSURFHVVௐ LQFOXGHVௐHQVXULQJௐWKDWௐ6RXUFHZHOOௐSDUWLFLSDWLQJௐHQWLWLHVௐREWDLQௐWKHௐSURSHUௐSULFLQJௐ WKDWௐWKHௐ9HQGRUௐUHSRUWVௐDOOௐVDOHVௐXQGHUௐWKHௐ&RQWUDFWௐHDFKௐTXDUWHUௐDQGௐWKDWௐWKHௐ 9HQGRUௐUHPLWVௐWKHௐSURSHUௐDGPLQLVWUDWLYHௐIHHௐWRௐ6RXUFHZHOOௐ3URYLGHௐVXIILFLHQWௐGHWDLOௐ WRௐVXSSRUWௐ\RXUௐDELOLW\ௐWRௐUHSRUWௐTXDUWHUO\ௐVDOHVௐWRௐ6RXUFHZHOOௐDVௐGHVFULEHGௐLQௐWKHௐ &RQWUDFWௐWHPSODWH
ௐ$OOௐ6RXUFHZHOOௐTXRWHVௐZLOOௐEHௐJHQHUDWHGௐE\ௐWKHௐ'LWFKௐ:LWFKௐIDFWRU\ௐDQGௐ QRWௐIURPௐWKHௐLQGHSHQGHQWௐGHDOHUௐQHWZRUNௐௐௐ$OOௐTXRWHVௐZLOOௐEHௐRQௐDQௐ RIILFLDOௐ'LWFKௐ:LWFKௐ4XRWHௐ
6DPSOHௐDWWDFKHG
ௐௐ
ௐ$OOௐSXUFKDVHௐRUGHUVௐIRUௐWKHௐSXUFKDVHௐRIௐPDFKLQHVௐRQௐWKHௐ6RXUFHZHOOௐ SURJUDPௐZLOOௐEHௐLVVXHGௐWRௐ7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐDQGௐQRWௐWKHௐ VHUYLFLQJௐGHDOHUௐௐௐ7KLVௐZLOOௐHQVXUHௐWKHௐ32ௐPDWFKHVௐWKHௐRIILFLDOௐTXRWH ௐ,QYRLFLQJௐWRௐWKHௐFXVWRPHUௐZLOOௐEHௐGLUHFWO\ௐIURPௐWKHௐ&KDUOHVௐ0DFKLQHௐ :RUNVௐௐ
ௐ3D\PHQWௐZLOOௐEHௐPDGHௐWRௐ7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNV
:LWKௐWKLVௐSURFHVVௐZHௐUHPRYHௐWKHௐGHDOHUௐIURPௐDOOௐSULFLQJௐDQGௐJXDUDQWHHVௐ WKDWௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐSULFLQJௐLVௐFRPSOLDQW
,QௐDGGLWLRQௐVLQFHௐDOOௐLQYRLFLQJௐLVௐSURYLGHGௐE\ௐ7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ ZHௐWUDFNௐHDFKௐVDOHௐLQௐRXUௐV\VWHPௐE\ௐFXVWRPHUௐPHPEHUௐQXPEHUௐLQௐRXUௐ VDOHVௐV\VWHPVௐௐ:HௐWKHQௐUXQௐTXDUWHUO\ௐUHSRUWVௐGLUHFWO\ௐIURPௐRXUௐVDOHVௐ DFFRXQWLQJௐV\VWHPௐWRௐLQVXUHௐHYHU\ௐVDOHௐRQௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐLVௐQRWௐ RQO\ௐSULFHGௐFRUUHFWO\ௐEXWௐDOVRௐUHSRUWHGௐWRௐ6RXUFHZHOOௐFRUUHFWO\ௐVRௐWKDWௐWKHௐ DGPLQLVWUDWLYHௐIHHௐZLOOௐEHௐFRUUHFW

 ,Iௐ\RXௐDUHௐDZDUGHGௐDௐFRQWUDFWௐSURYLGHௐDௐIHZௐH[DPSOHVௐRIௐLQWH UQDOௐPHWULFVௐWKDWௐ ZLOOௐEHௐWUDFNHGௐWRௐPHDVXUHௐZKHWKHUௐ\RXௐDUHௐKDYLQJௐVXFFHVVௐZLWKௐWKHௐFRQWUDFW :HௐSURYLGHௐPRQWKO\ௐVDOHVௐUHSRUWVௐRQௐWKHௐ6RXUFHZHOOௐFRQWUDFWௐWRௐRXUௐ LQWHUQDOௐVWDNHKROGHUVௐDQGௐH[HFXWLYHௐPDQDJHPHQWௐௐௐ([DPSOHௐDWWDFKHG   ,GHQWLI\ௐDௐSURSRVHGௐDGPLQLVWUDWLYHௐIHHௐWKDWௐ\RXௐZLOOௐSD\ௐWRௐ6 RXUFHZHOOௐIRUௐ IDFLOLWDWLQJௐPDQDJLQJௐDQGௐSURPRWLQJௐWKHௐ6RXUFHZHOOௐ&RQWUDFWௐLQௐWKHௐHYHQWௐWKDWௐ \RXௐDUHௐDZDUGHGௐDௐ&RQWUDFWௐௐ7KLVௐIHHௐLVௐW\SLFDOO\ௐFDOFXODWHGௐDVௐDௐSHUFHQWDJHௐRIௐ 9HQGRU¶VௐVDOHVௐXQGHUௐWKHௐ&RQWUDFWௐRUௐDVௐDௐSHUXQLWௐIHH
ௐLWௐLVௐQRWௐDௐOLQHLWHPௐ
DGGLWLRQௐWRௐWKHௐ0HPEHU¶VௐFRVWௐRIௐJRRGVௐ
6HHௐWKHௐ5)3ௐDQGௐWHPSODWHௐ&RQWUDFWௐIRUௐ
DGGLWLRQDOௐGHWDLOV

7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ,QFௐZLOOௐSURSRVHௐWRௐSD\ௐ6RXUFHZHOOௐDௐIHHௐRIௐ ௐRIௐWKHௐFRQWUDFWௐVDOHVௐSULFHௐRIௐWKHௐPDFKLQHௐOHVVௐDQ\ௐIUHLJKWௐDQGௐVHWௐXSௐ IRUௐDOOௐSURGXFWVௐLQௐRXUௐSURSRVDO 
7DEOH$
'HSWKDQG%UHDGWKRI2IIHUHG(TXLSPHQW3URGXFWVDQG6HUYLFHV /LQH
,WHP 4XHVWLRQ 5HVSRQVH 
 3URYLGHௐDௐGHWDLOHGௐGHVFULSWLRQௐRIௐWKHௐHTXLSPHQWௐ
SURGXFWVௐDQGௐVHUYLFHVௐWKDWௐ\RXௐDUHௐRIIHULQJௐLQௐ\RXUௐ
SURSRVDO
:HௐDUHௐRIIHULQJௐWKHௐFRPSOHWHௐOLQHௐRIௐ'LWFKௐ:LWFKŠௐSHGHVWULDQௐDQGௐULGHௐRQௐWUHQFKHUVௐYLEUDWRU\ௐSORZVௐௐ FRPSDFWௐXWLOLW\ௐSURGXFWVௐVWDQGௐRQௐWUDFNௐORDGHUVௐDQGௐDWWDFKPHQWVௐGLUHFWLRQDOௐGULOOVௐYDFXXPௐH[FDYDWLRQௐௐ SURGXFWVௐPLFURௐWUHQFKLQJௐSURGXFWVௐ6XEVLWHŠௐSLSHௐDQGௐFDEOHௐORFDWRUVௐWUDFNLQJௐHOHFWURQLFVௐDVௐZHOOௐDVௐௐ WKHௐFRPSOHWHௐOLQHௐRIௐ+DPPHU+HDGŠௐSQHXPDWLFௐSLHUFLQJௐWRROVௐௐ$OOௐRIௐௐWKHVHௐSURGXFWVௐDUHௐRIIHUHGௐDQGௐ DYDLODEOHௐWKURXJKௐRXUௐH[WHQVLYHௐGHDOHUௐQHWZRUNௐௐ6HHௐDWWDFKHGௐIRUௐDௐOLVWௐௐRIௐௐFXUUHQWௐPRGHOV 'LWFKௐ:LWFKௐ0RGHOௐ6XPPDU\
3HGHVWULDQௐ7UHQFKHUௐOLQHௐXSௐRIIHUௐ(QJLQHVௐIURPௐௐKSௐDQGௐGLJௐGHSWKVௐRIௐௐLQFKHV 5LGHௐRQௐ7UHQFKHUVௐOLQHௐXSௐRIIHUVௐ(QJLQHVௐIURPௐWRௐKSௐDQGௐWUHQFKHUௐGLJௐGHSWKVௐWRௐ ´
6WDQGௐ2Qௐ6NLGௐ6WHHUVௐKDYHௐRSHUDWLQJௐFDSDFLWLHVௐIURPௐOEVௐWRௐOEV 9DFXXPௐ([FDYDWRUVௐ5DQJHௐIURPௐJDOORQௐWRௐJDOORQௐ9DFXXPௐWDQNV 'LWFKௐ:LWFKௐ'LUHFWLRQDOௐ'ULOOVௐUDQJHௐIURPௐௐOEVௐDQGௐௐOEVௐRIௐ7KUXVWௐ)RUFH 6XEVLWHௐ(OHFWURQLFVௐRIIHUVௐVHYHUDOௐPRGHOVௐRIௐ+''ௐ*XLGDQFHௐORFDWRUVௐLQFOXGLQJௐ0DUNVPDQௐ7.ௐ5HFDQௐ

7.ௐ5HFRQௐUHSHDWHUௐ&RPPDQGHUௐௐ)LHOGௐ6FRXWௐ6FRXWYLHZௐ+''ௐ%HDFRQVௐ706ௐ3OXVௐDQGௐ765ௐ 0RELOHௐௐ6XEVLWHௐ+''ௐ*XLGDQFHௐV\VWHPVௐDQGௐRXUௐH[FOXVLYHௐ*UHHQௐ2SVŒௐSURFHVVௐJLYHௐ\RXௐDௐFOHDUௐ SODQௐPRUHௐFRQWUROௐDQGௐIDVWHUௐUHSRUWLQJௐIRUௐVDIHUௐPRUHௐSURGXFWLYHௐMREV 6XEVLWHௐ(OHFWURQLFVௐDOVRௐRIIHUVௐDௐFRPSOHWHௐOLQHௐRIௐXWLOLW\ௐORFDWRUVௐLQFOXGLQJௐ8WLOLJXDUGௐௐ57ௐ /RFDWLQJௐEHDFRQVௐDQGௐ*5ௐJURXQGௐSHQHWUDWLQJௐUDGDUVௐV\VWHPௐ%HIRUHௐ\RXௐGLJௐWUHQFKௐRUௐERUHௐ\RXௐ QHHGௐDௐFOHDUௐXQGHUVWDQGLQJௐRIௐWKHௐKD]DUGVௐEHORZௐ\RXUௐMREVLWHௐ:LWKRXWௐLWௐ\RX¶UHௐZRUNLQJௐEOLQGௐ +DPPHUKHDGௐRIIHUVௐDௐFRPSOHWHௐOLQHௐRIௐPROHௐSLHUFLQJௐWRROVௐௐ,QFOXGLQJௐWKHௐ$FWLYHௐKHDGௐ&DWDPRXQWௐDQGௐ 6WDQGDUGௐWRROVௐPROHVௐDVௐZHOOௐDVௐWKHௐ0ROHWUDFௐORFDWLQJௐNLWௐ+DPPHU+HDGௐ0ROHŠௐSLHUFLQJௐWRROVௐDUHௐ VRPHௐRIௐWKHௐPRVWௐUHOLDEOHௐLQௐWKHௐLQGXVWU\ௐWRGD\ௐ:LWKௐPRUHௐWKDQௐௐPRGHOVௐUDQJLQJௐIURPௐௐWRௐௐ ௐ
WRௐௐPP
ௐ+DPPHU+HDGௐ0ROHௐSLHUFLQJௐWRROVௐIHDWXUHௐDQௐLQGXVWU\OHDGLQJௐGHVLJQௐWKDWௐXVHVௐWKHௐ KHDYLHVWௐRQHSLHFHௐVWULNHUௐLQௐWKHௐLQGXVWU\ௐ2XUௐERG\ௐKRXVLQJௐGHVLJQௐSURYLGHVௐEHWWHUௐGXUDELOLW\ௐDQGௐWRROௐ OLIHௐWKDQௐFRPSHWLWLYHௐPRGHOV


:LWKLQௐWKLVௐ5)3ௐFDWHJRU\ௐWKHUHௐPD\ௐEHௐVXEFDWHJRULHVௐ
RIௐVROXWLRQVௐ/LVWௐVXEFDWHJRU\ௐWLWOHVௐWKDWௐEHVWௐGHVFULEHௐ \RXUௐSURGXFWVௐDQGௐVHUYLFHV
'LWFKௐ:LWFKௐ8WLOLW\ௐWUDLOHUVௐௐSXUSRVHௐEXLOWௐIRUௐWKHௐWUDQVSRUWDWLRQௐRIௐ'LWFKௐ:LWFKௐEUDQGHGௐHTXLSPHQW 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




367
7DEOH%
'HSWKDQG%UHDGWKRI2IIHUHG(TXLSPHQW3URGXFWVDQG6HUYLFHV ,QGLFDWHEHORZLIWKHOLVWHGW\SHVRUFODVVHVRIHTXLSPHQWSURGXFWVDQGVHUYLFHVDUHRIIHUHGZLWKLQ\RXUSURSRVDO3URYLGHDGGLWLRQDOFRPPHQWVLQWKHWH[WER[ SURYLGHGDVQHFHVVDU\
/LQH,WHP &DWHJRU\RU7\SH 2IIHUHG 
&RPPHQWV
 7HOHVFRSLFௐDUWLFXODWHGௐPDVWௐDQGௐERRPௐDHULDOௐOLIWVௐWRZHUV ௐ EXFNHWVௐDQGௐSODWIRUPV
<HV
1R
:HௐGRௐQRWௐPDQXIDFWXUHௐWKHVHௐSURGXFWVௐDVௐZHௐ
VSHFLDOL]HௐLQௐWKHௐXQGHUJURXQGௐXWLOLW\ௐPDUNHW 
 'LJJHUௐGHUULFNVௐDQGௐFDEOHௐSODFLQJௐSXOOLQJௐDQGௐWHQVLRQLQJௐ

HTXLSPHQW
<HV
1R
:HௐGRௐQRWௐSDUWLFLSDWHௐLQௐWKLVௐFDWHJRU\ 
 'LUHFWLRQDOௐGULOOVௐWUHQFKOHVVௐH[FDYDWLRQௐHTXLSPHQWௐWKUXVWௐD QGௐ ERULQJௐPDFKLQHVௐVRLOௐSLHUFLQJௐWRROVௐWUHQFKHUVௐURFNௐZKHHOVௐ DQGௐSLOHௐGULYHUV
<HV
1R
7KHௐ&KDUOHVௐ0DFKLQHௐ:RUNVௐ,QFௐLVௐDௐIDPLO\ௐ
RIௐFRPSDQLHVௐWKDWௐRIIHUVௐDQௐHQWLUHௐUDQJHௐRIௐ
IXOO\ௐLQWHJUDWHGௐSURGXFWVௐWKDWௐDGGUHVVௐWKHௐ
LQVWDOODWLRQௐRIௐSLSHௐDQGௐFDEOHௐXQGHUJURXQGௐௐ
7KDWௐLVௐWKHௐVLQJXODUௐSXUSRVHௐRIௐRXUௐEXVLQHVVௐௐ
2XUௐIDPLO\ௐRIௐFRPSDQLHVௐFRPSOHPHQWௐDQGௐ
FRPSOHWHௐHDFKௐRWKHUௐVRௐWKDWௐZHௐFDQௐEHௐWKHௐ
VROHௐVRXUFHௐSURYLGHUௐIURPௐWKHௐEHJLQQLQJௐWRௐ
WKHௐHQGௐRIௐHYHU\ௐ+''ௐERUH
6XEVLWHŠௐ(OHFWURQLFVௐORFDWHௐH[LVWLQJௐSLSHௐDQGௐ
FDEOHௐXQGHUJURXQGௐDQGௐWUDFNௐWKHௐLQVWDOODWLRQௐ
RIௐQHZௐSLSHௐDQGௐFDEOHௐEHLQJௐLQVWDOOHGௐVRௐWKDWௐ
WKHௐ+''ௐHTXLSPHQWௐRSHUDWRUௐYLUWXDOO\ௐ
KDVௐ³H\HVௐWKDWௐVHHௐXQGHUJURXQG´ௐௐ'LWFKௐ
:LWFKŠௐHTXLSPHQWௐRIIHUVௐDௐEURDGௐOLQHௐRIௐ
HTXLSPHQWௐUDQJLQJௐIURPௐPLQLௐVNLGௐVWHHUௐXQLWVௐ
WRௐWUHQFKHUVௐWRௐ+''ௐPDFKLQHVௐWRௐYDFXXPௐ
H[FDYDWRUVௐௐ$PHULFDQௐ$XJHUVŠௐDQGௐ
7UHQFRUŠௐௐRIIHUௐ+''ௐPDFKLQHVௐLQௐVL]HVௐWKDWௐ
H[FHHGௐ'LWFKௐ:LWFKௐPRGHOVௐWRௐDFFRPPRGDWHௐ
WKHௐODUJHVWௐRIௐMREVௐௐ':7;6ŠௐRIIHUVௐDQௐ+''ௐ
OLQHௐRIௐHTXLSPHQWௐVSHFLILFDOO\ௐGHVLJQHGௐIRUௐ
YDULRXVௐVHJPHQWVௐRIௐWKHௐLQWHUQDWLRQDOௐ
PDUNHWௐௐௐ7KHௐ+DPPHU+HDGŠௐOLQHௐRIௐ
HTXLSPHQWௐUDQJHVௐIURPௐPROHVௐWRௐSLSHௐ
EXUVWHUVௐௐ7KHௐ5DGLXVŠௐOLQHௐRIௐ+''ௐWRROLQJௐ
FRPSOHPHQWVௐWKRVHௐPDQXIDFWXUHGௐE\ௐ'LWFKௐ
:LWFKௐDQGௐ+DPPHU+HDGௐIRUௐWKHௐPRVWௐ
FRPSOHWHௐOLQHௐRIௐ+''ௐWRROLQJௐRIIHUHGௐE\ௐDQ\ௐ
PDQXIDFWXUHUௐLQௐWKHௐXQGHUJURXQGௐFRQVWUXFWLRQௐ
PDUNHWௐWRGD\ௐௐ:KHQௐSUHRZQHGௐHTXLSPHQWௐLVௐ
WKHௐDQVZHUௐ07,ŠௐLVௐWKHௐRQHVWRSௐVKRSௐIRUௐ
WKRVHௐQHHGV
7KHௐV\QHUJ\ௐFUHDWHGௐE\ௐ7KHௐ&KDUOHVௐ0DFKLQHௐ
:RUNVௐ,QFௐIDPLO\ௐRIௐFRPSDQLHVௐLVௐLQWHQGHGௐ
WRௐJLYHௐDQ\ௐFRQWUDFWRUௐDVVXUDQFHௐWKDWௐZHௐ
KDYHௐWKHௐSURGXFWௐWRௐFRPSOHWHௐWKHௐPRVWௐ
GLIILFXOWௐRIௐLQVWDOODWLRQVௐRIௐSLSHௐDQGௐFDEOHௐ
XQGHUJURXQGௐDQGௐWKDWௐZHௐGRௐVRௐZLWKௐ
PD[LPXPௐSURGXFWLYLW\ௐDQGௐFRVWௐHIILFLHQFLHVௐLQௐ
PLQG

 8WLOLW\ௐORFDWLQJௐHTXLSPHQW
<HV
1R
2XUௐ6XEVLWHௐSURGXFWVௐDUHௐLQGXVWU\ௐOHDGLQJௐLQௐ
WKHௐDUHDௐRIௐXWLOLW\ௐORFDWLQJௐHTXLSPHQW 
 $FFHVVRULHVௐVXSSOLHVௐUHSODFHPHQWௐRUௐZHDUௐSDUWVௐDQGௐ VHUYLFHVௐUHODWHGௐWRௐWKHௐRIIHULQJௐRIௐHTXLSPHQWௐLQௐ/LQHVௐ 
<HV
1R
:HௐRIIHUௐDOOௐRIௐRXUௐEUDQGHGௐDWWDFKPHQWVௐ
SXUFKDVHGௐLQௐFRQMXQFWLRQௐZLWKௐDௐZKROHௐJRRGௐ
PDFKLQHௐௐௐ:HௐDUHௐQRWௐRIIHULQJௐUHSODFHPHQWௐ
SDUWVௐRUௐVHUYLFHௐDVௐDௐSDUWௐRIௐWKLVௐELGௐௐ
5HSODFHPHQWௐSDUWVௐDQGௐVHUYLFHௐZLOOௐEHௐ
SURYLGHGௐE\ௐWKHௐORFDOௐGHDOHUௐEXWௐQRWௐDVௐDௐ
SDUWௐRIௐWKLVௐ5)3

Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




368
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc.

Exceptions to Terms, Conditions, or Specifications Form

Only those Proposer Exceptions to Terms, Conditions, or Specifications that have been accepted by Sourcewell have been incorporated into the contract text.

Documents

Ensure your submission document(s) conforms to the following :

1. Documents in PDF format are preferred. Documents in ord, Excel, or compatible formats may also be provided.

2. Documents should OT have a security password, as Sourcewell may not be able to open the file. It is your sole responsibility to ensure that the uploaded document(s) are not either defective, corrupted or blank and that the documents can be opened and viewed by Sourcewell.

3. Sourcewell may reject any response where any document(s) cannot be opened and viewed by Sourcewell.

4. If you need to upload more than one (1) document for a single item, you should combine the documents into one zipped file. If the zipped file contains more than one (1) document, ensure each document is named, in relation to the submission format item responding to. For example, if responding to the Marketing Plan category save the document as "Marketing Plan."

Pricing - Pricing.zip - Tuesday ovember 02, 2021 08:11:59 Financial Strength and Stability - Financial Statement Info and Dealer List.zip - Tuesday ovember 02, 2021 08:11:09 Marketing Plan/Samples - Marketing.zip - ednesday October 2 , 2021 15:12:33 MBE/MBE/SBE or elated Certificates (optional)
arranty Information - Ditch itch Limited arranty Policy.pdf - ednesday October 2 , 2021 15:01:14 Standard Transaction Document Samples - Transaction Documents.zip - ednesday October 2 , 2021 15:01:3 Upload dditional Document - Dealer List-Training -Product Technology - Product Lit.zip - Tuesday ovember 02, 2021 08:11:43 







 




369
$GGHQGD7HUPVDQG&RQGLWLRQV


352326(5$)),'$9,7$1'$6685$1&(2)&203/,$1&(
,FHUWLI\WKDW,DPWKHDXWKRUL]HGUHSUHVHQWDWLYHRIWKH3URSRVHUVXEPLWWLQJWKHIRUHJRLQJ3URSRVDOZLWKWKHOHJDODXWKRULW\WRELQGWKH3URSRVHUWRWKLV$IILGDYLWDQG $VVXUDQFHRI&RPSOLDQFH

 7KH3URSRVHULVVXEPLWWLQJWKLV3URSRVDOXQGHULWVIXOODQGFRPSOHWHOHJDOQDPHDQGWKH3URSRVHUOHJDOO\H[LVWVLQJRRGVWDQGLQJLQWKHMXULVGLFWLRQRILWV UHVLGHQFH

 7KH3URSRVHUZDUUDQWVWKDWWKHLQIRUPDWLRQSURYLGHGLQWKLV3URSRVDOLVWUXHFRUUHFWDQGUHOLDEOHIRUSXUSRVHVRIHYDOXDWLRQIRUFRQWUDFWDZDUG 
 7KH3URSRVHULQFOXGLQJDQ\SHUVRQDVVLVWLQJZLWKWKHFUHDWLRQRIWKLV3URSRVDOKDVDUULYHGDWWKLV3URSRVDOLQGHSHQGHQWO\DQGWKH3URSRVDOKDVEHHQFUHDWHG ZLWKRXWFROOXGLQJZLWKDQ\RWKHUSHUVRQFRPSDQ\RUSDUWLHVWKDWKDYHRUZLOOVXEPLWDSURSRVDOXQGHUWKLVVROLFLWDWLRQ DQGWKH3URSRVDOKDVLQDOOUHVSHFWVEHHQ
FUHDWHGIDLUO\ZLWKRXWDQ\IUDXGRUGLVKRQHVW\7KH3URSRVHUKDVQRWGLUHFWO\RULQGLUHFWO\HQWHUHGLQWRDQ\DJUHHPHQWRUDUUDQJHPHQWZLWKDQ\SHUVRQRU EXVLQHVVLQDQHIIRUWWRLQIOXHQFHDQ\SDUWRIWKLVVROLFLWDWLRQRURSHUDWLRQVRIDUHVXOWLQJFRQWUDFW DQGWKH3URSRVHUKDVQRWWDNHQDQ\DFWLRQLQUHVWUDLQWRIIUHH WUDGHRUFRPSHWLWLYHQHVVLQFRQQHFWLRQZLWKWKLVVROLFLWDWLRQ$GGLWLRQDOO\LI3URSRVHUKDVZRUNHGZLWKDFRQVXOWDQWRQWKH3URSRVDOWKHFRQVXOWDQW DQLQGLYLGXDO
RUDFRPSDQ\
KDVQRWDVVLVWHGDQ\RWKHUHQWLW\WKDWKDVVXEPLWWHGRUZLOOVXEPLWDSURSRVDOIRUWKLVVROLFLWDWLRQ 
 7RWKHEHVWRILWVNQRZOHGJHDQGEHOLHIDQGH[FHSWDVRWKHUZLVHGLVFORVHGLQWKH3URSRVDOWKHUHDUHQRUHOHYDQWIDFWVRUFLUFXPVWDQFHVZKLFKFRXOGJLYHULVHWR DQRUJDQL]DWLRQDOFRQIOLFWRILQWHUHVW$QRUJDQL]DWLRQDOFRQIOLFWRILQWHUHVWH[LVWVZKHQDYHQGRUKDVDQXQIDLUFRPSHWLWLYHDGYDQWDJHRUWKHYHQGRU¶VREMHFWLYLW\ LQSHUIRUPLQJWKHFRQWUDFWLVRUPLJKWEHLPSDLUHG

 7KHFRQWHQWVRIWKH3URSRVDOKDYHQRWEHHQFRPPXQLFDWHGE\WKH3URSRVHURULWVHPSOR\HHVRUDJHQWVWRDQ\SHUVRQQRWDQHPSOR\HHRUOHJDOO\DXWKRUL]HG DJHQWRIWKH3URSRVHUDQGZLOOQRWEHFRPPXQLFDWHGWRDQ\VXFKSHUVRQVSULRUWR'XH'DWHRIWKLVVROLFLWDWLRQ 
 ,IDZDUGHGDFRQWUDFWWKH3URSRVHUZLOOSURYLGHWR6RXUFHZHOO3DUWLFLSDWLQJ(QWLWLHVWKHHTXLSPHQWSURGXFWVDQGVHUYLFHVLQDFFRUGDQFHZLWKWKHWHUPV FRQGLWLRQVDQGVFRSHRIDUHVXOWLQJFRQWUDFW

 7KH3URSRVHUSRVVHVVHVRUZLOOSRVVHVVEHIRUHGHOLYHULQJDQ\HTXLSPHQWSURGXFWVRUVHUYLFHVDOODSSOLFDEOHOLFHQVHVRUFHUWLILFDWLRQVQHFHVVDU\WRGHOLYHU VXFKHTXLSPHQWSURGXFWVRUVHUYLFHVXQGHUDQ\UHVXOWLQJFRQWUDFW 
 7KH3URSRVHUDJUHHVWRGHOLYHUHTXLSPHQWSURGXFWVDQGVHUYLFHVWKURXJKYDOLGFRQWUDFWVSXUFKDVHRUGHUVRUPHDQVWKDWDUHDFFHSWDEOHWR6RXUFHZHOO 0HPEHUV8QOHVVRWKHUZLVHDJUHHGWRWKH3URSRVHUPXVWSURYLGHRQO\QHZDQGILUVWTXDOLW\SURGXFWVDQGUHODWHGVHUYLFHVWR6RXUFHZHOO0HPEHUVXQGHUDQ DZDUGHG&RQWUDFW


 7KH3URSRVHUZLOOFRPSO\ZLWKDOODSSOLFDEOHSURYLVLRQVRIIHGHUDOVWDWHDQGORFDOODZVUHJXODWLRQVUXOHVDQGRUGHUV 
 7KH3URSRVHUXQGHUVWDQGVWKDW6RXUFHZHOOZLOOUHMHFW5)3SURSRVDOVWKDWDUHPDUNHGFRQILGHQWLDO RUQRQSXEOLFHWF
HLWKHUVXEVWDQWLDOO\RULQWKHLUHQWLUHW\
8QGHU0LQQHVRWD6WDWXWHV6HFWLRQ
VXEGLYLVLRQDOOSURSRVDOVDUHFRQVLGHUHGQRQSXEOLFGDWDXQWLOWKHHYDOXDWLRQLVFRPSOHWHDQGD&RQWUDFWLV DZDUGHG$WWKDWSRLQWSURSRVDOVEHFRPHSXEOLFGDWD0LQQHVRWD6WDWXWHV6HFWLRQSHUPLWVRQO\FHUWDLQQDUURZO\GHILQHGGDWDWREHFRQVLGHUHGDWUDGH VHFUHWDQGWKXVQRQSXEOLFGDWDXQGHU0LQQHVRWD
V'DWD3UDFWLFHV$FW

  3URSRVHULWVHPSOR\HHVDJHQWVDQGVXEFRQWUDFWRUVDUHQRW


 ,QFOXGHGRQWKH³6SHFLDOO\'HVLJQDWHG1DWLRQDOVDQG%ORFNHG3HUVRQV´OLVWPDLQWDLQHGE\WKH2IILFHRI)RUHLJQ$VVHWV&RQWURORIWKH8QLWHG6WDWHV 'HSDUWPHQWRIWKH7UHDVXU\IRXQGDW
KWWSV
ZZZWUHDVXU\JRYRIDFGRZQORDGVVGQOLVWSGI


 ,QFOXGHGRQWKHJRYHUQPHQWZLGHH[FOXVLRQVOLVWVLQWKH8QLWHG6WDWHV6\VWHPIRU$ZDUG0DQDJHPHQWIRXQGDW KWWSV
VDPJRY6$0
RU

 3UHVHQWO\GHEDUUHGVXVSHQGHGSURSRVHGIRUGHEDUPHQWGHFODUHGLQHOLJLEOHRUYROXQWDULO\H[FOXGHGIURPSURJUDPVRSHUDWHGE\WKH6WDWHRI0LQQHVRWD

WKH8QLWHG6WDWHVIHGHUDOJRYHUQPHQWRUWKH&DQDGLDQJRYHUQPHQWDVDSSOLFDEOH RUDQ\3DUWLFLSDWLQJ(QWLW\9HQGRUFHUWLILHVDQGZDUUDQWVWKDWQHLWKHULW QRULWVSULQFLSDOVKDYHEHHQFRQYLFWHGRIDFULPLQDORIIHQVHUHODWHGWRWKHVXEMHFWPDWWHURIWKLVVROLFLWDWLRQ %\FKHFNLQJWKLVER[,DFNQRZOHGJHWKDW,DPERXQGE\WKHWHUPVRIWKH3URSRVHU¶V$IILGDYLWKDYHWKHOHJDODXWKRULW\WRVXEPLWWKLV3URSRVDORQEHKDOIRIWKH 3URSRVHUDQGWKDWWKLVHOHFWURQLFDFNQRZOHGJPHQWKDVWKHVDPHOHJDOHIIHFWYDOLGLW\DQGHQIRUFHDELOLW\DVLI,KDGKDQGVLJQHGWKH3URSRVDO7KLVVLJQDWXUHZLOOQRW EHGHQLHGVXFKOHJDOHIIHFWYDOLGLW\RUHQIRUFHDELOLW\VROHO\EHFDXVHDQHOHFWURQLFVLJQDWXUHRUHOHFWURQLFUHFRUGZDVXVHGLQLWVIRUPDWLRQ0LNH6SLOODUV &RUSRUDWH$FFRXQWV0DQDJHU7KH&KDUOHV0DFKLQH:RUNV
7KH3URSRVHUGHFODUHVWKDWWKHUHLVDQDFWXDORUSRWHQWLDO&RQIOLFWRI,QWHUHVWUHODWLQJWRWKHSUHSDUDWLRQRILWVVXEPLVVLRQDQGRUWKH3URSRVHUIRUHVHHVDQDFWXDORU SRWHQWLDO&RQIOLFWRI,QWHUHVWLQSHUIRUPLQJWKHFRQWUDFWXDOREOLJDWLRQVFRQWHPSODWHGLQWKHELG <HV 1R
7KH%LGGHUDFNQRZOHGJHVDQGDJUHHVWKDWWKHDGGHQGXPDGGHQGDEHORZIRUPSDUWRIWKH%LG'RFXPHQW Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




370
&KHFNWKHER[LQWKHFROXPQ,KDYHUHYLHZHGWKLVDGGHQGXP EHORZWRDFNQRZOHGJHHDFKRIWKHDGGHQGD )LOH1DPH
,KDYHUHYLHZHGWKH
EHORZDGGHQGXPDQG
DWWDFKPHQWV
LI

DSSOLFDEOH

3DJHV
$GGHQGXPBB3XEOLFB8WLOLW\B(TXLSPHQWB5)3B
7KX2FWREHU
30 
$GGHQGXPBB3XEOLFB8WLOLW\B(TXLSPHQWB5)3B
0RQ6HSWHPEHU
30 
$GGHQGXPBB3XEOLFB8WLOLW\B(TXLSPHQWB5)3B
)UL6HSWHPEHU
30 
$GGHQGXPBB3XEOLFB8WLOLW\B(TXLSPHQWB5)3B
0RQ6HSWHPEHU
30 
Bid Number: RFP 110421 Vendor Name: The Charles Machine Works, Inc. 







 




371
Purchase Orders with Gibbs International, Inc. and
The Charles Machine Works, Inc. for the
Purchase of Heavy Equipment
Public Works & Transportation Committee
September 9, 2025
Timothy Beaman
Assistant Public Works Director
372
RECOMMENDATION 2
The Public Works and Transportation Committee
recommends that the City Council approve and authorize
the Purchasing Agent to execute two purchase orders for the following:

1. Gibbs International Inc. for a not-to-exceed value up to $300,000.00 for the purchase of a 2026 HV607 SBA
International Truck, 10-Ton Dump Truck (dump truck);
and

2. The Charles Machine Works, Inc. for a not-to-exceed
value up to $700,000.00 for the purchase of a 2025
Kenworth T480 with a Ditch Witch Hydro Vacuum
Truck/Excavator W8 Standard Package (vacuum
truck).
373
BACKGROUND 3
• The City’s Water System consists of ~ 600 miles of pipelines and nearly 43,000 water services
• Water pipelines periodically require maintenance & repair • Dump trucks are essential to complete repairs and replace water infrastructure during regular preventative maintenance 374
BACKGROUND 4
• Hydro vacuum excavators are a single piece of equipment that allow for staff to excavate from outside the trench, protecting existing utilities and making site clean-up more efficient
375
BACKGROUND 5
• Vehicle 09404, a 2009 International 4300V 2-Axle Dump Truck has reached the end of it’s useful life
• High mileage has resulted in increased maintenance costs • The dump truck must be empty to safely tow trailered equipment as shown below
• Vehicle 09404 will be replaced with a 2026 HV607 SBA
International Truck, a (6X4) 10-wheel 3-axle dump truck 376
BACKGROUND 6
• Vehicle 07405, a 2007 Pacific Tech Vacuum Trailer fitted with a vacuum and an 800-gallon tank was decommissioned
• Determined to be unsafe and not repairable by the Fleet Division due to the state of the vacuum tank
• Vehicle 07405 will be replaced with a 2025 Kenworth T480 with a Ditch Witch Hydro Vacuum Truck/Excavator W8 Standard
Package
377
BACKGROUND 7
• The California Air Resources Board (CARB) regulates emissions on vehicles over 8,500 lbs
• On December 19, 2023 - City Council approved “Option 2” for Advanced Clean Fleets regulation compliance
• “Option 2” allows the addition of new internal combustion engine vehicles model year 2024 or newer as long as the fleet is meeting the target percentage
• In order to meet the State-required ZEV standards, the Water Division shall replace a previously identified portion of its aging fleet with three electric vehicles, offsetting the purchase of the dump truck • The vacuum truck is exempt from the State’s Advanced Clean Fleet (CARB) program and can be purchased without having to apply for an exemption
378

DISCUSSION
• Sourcewell cooperative agreement # 032824NVS with Gibbs International LLC was quoted $240,155.28 from Gibbs
International, Inc. for the 10-Ton Dump Truck
• During the extensive research for a new vacuum excavator, Staff reviewed equipment from Ditch Witch, TruVac Flexx, and Vermeer
• Ditch Witch was considered the best fit for the needs of the Water Division
8 379
• Sourcewell cooperative agreement 110421-CMW with Ditch Witch Manufacturing was quoted $632,995.10 from its territory reseller, the Charles Machine Works, Inc for Vacuum Truck • Staff recommends the following not-to-exceed (NTE) amounts for each purchase order:
• NTE of $300,000 for the 10-ton dump truck
• NTE of $700,000 for the vacuum truck
• NTE amounts will allow for purchasing latitude to cover any possible price increases due to uncertainties relating to potential tariffs or regulatory changes
DISCUSSION 9
380
• The total for the Gibbs International Inc will be a not-to-exceed value up to $300,000.00 to purchase the 10-Ton Dump Truck with a 5-6 month lead time
• The total for The Charles Machine Works, Inc., will have a not-to- exceed value up to $700,000.00 to purchase the vacuum truck with a 2-6 month lead time
• These purchases were included in the FY 2025-26 Adopted Budget - Water Fund 601
FINANCIAL IMPACT 10
Warranty Information
Dump Truck ● Cummins engine has two years/250,000 miles ● Allison transmission has 3 years/unlimited miles
● 10-yard dump body has a one-year parts & labor warranty Vacuum Unit ● Chassis has 1 year/unlimited miles
● Cummins engine has two years/250,000 miles (6,250 hours) ● Emissions has five years/100,000 miles
381
End of Presentation
382

PUBLIC WORKS AND TRANSPORTATION COMMITTEE

AGENDA REPORT

REPORTS
AGENDA ITEM NO. D.5

DATE: September 9, 2025

TO: Public Works and Transportation Committee

FROM: Michael Wolfe, Public Works Director, (805) 385-8055, [email protected] Jeff Pengilley, Community Development Director, (805) 385-8208, [email protected]

SUBJECT: Adopting the 2025 City of Oxnard Water System Design and Construction Standards and an Update to the 2002 City of Oxnard Standard Plates and Design Criteria. (10 minutes)

RECOMMENDATION

That the Public Works and Transportation Committee recommend that the City Council:

1. Adopt a resolution approving the 2025 Water System Design and Construction Standards and an update to the 2002 City of Oxnard Standard Plates and Design Criteria for public works construction; and

2. Delegating discretionary authority to the Public Works City Engineer to approve future revisions to the 2025 Water System Design and Construction Standards and 2002 City of Oxnard Standard Plates and Design Criteria; and

3. Authorizing the City Manager to take whatever actions are necessary and appropriate to carry out the purpose and intent of this resolution.

Please click the following link to view the required Measure M pre-recorded presentation video:
https://youtu.be/w7zeGZJMfdk

BACKGROUND

The 2002 City of Oxnard Standard Plates and Design Criteria has been used by engineers, developers, contractors, and the general public for guidance to construct improvements to the City's infrastructure. It covers commonly encountered aspects of public improvements such as street construction, stormwater conveyance, and water/wastewater infrastructure. The proposed update to the water system design and construction standards reflects the collaboration of engineering and water works staff from the Public Works and Community Development Departments, and reflects the latest industry standards, State requirements, and waterworks requirements. This helps ensure that the highest quality of public and private water improvements are used throughout the City. To allow for certain legal protections under design immunity consistent with Government Code Section 830.6, staff recommends the City Council delegate discretionary authority to the Public Works City Engineer to approve future revisions.

DISCUSSION

A comprehensive update effort for the water system design and construction requirements commenced in 2023.

Engineering and waterworks staff from the Community Development and Public Works Departments combined their expertise to develop an updated set of engineering standard drawings and specifications for the public water system. This update aligns with industry standards, state requirements, and the latest waterworks 383
regulations.

The core of the update focuses mainly on the municipal water system engineering and construction requirements. Staff incorporated changes in construction practice and specification formatting for the public water system as a standalone document, as shown in Attachment 2, and detaching it from the 2002 Standard Plates and Design Criteria. These updated water standards, presented in a clear and concise manner, will assist engineers, developers, contractors, and the general public by providing guidance for the City's requirements for quality public works construction.

The present 2002 Standard Plates and Design Criteria, with the removal of the old water standards, is over 200 pages long. Revisions have been periodically performed to keep the standard plates and design criteria relevant to current engineering and construction standards. The Public Works City Engineer, as the City’s technical lead, is responsible for overseeing and approving such revisions; this process provides proper quality control and assurance steps to ensure that the document is continuously updated.

STRATEGIC PRIORITIES

This agenda item supports the Infrastructure and Natural Resources strategy. The purpose of the Infrastructure and Natural Resources strategy is to preserve and improve our roads, utilities, parks, trees, water supply, and natural resources through effective planning, prioritization, and an equitable and efficient use of available funding.

FINANCIAL IMPACT

There is no financial impact.

Prepared by: Tai Chau, Assistant Community Development Director

ATTACHMENTS

1. Draft City Council Resolution

2. 2025 Water System Design and Construction Standards

3. Updated 2002 Standard Plates and Design Criteria

4. Presentation

384
CITY COUNCIL OF THE CITY OF OXNARD RESOLUTION NO. _______ RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OXNARD

APPROVING

THE

2025

WATER

SYSTEM

DESIGN

AND

CONSTRUCTION

STANDARDS

AND

AN

UPDATE

TO

THE

2002

STANDARD

PLATES

AND

DESIGN

CRITERIA

FOR

PUBLIC

WORKS

CONSTRUCTION

AND

DELEGATING

DISCRETIONARY

AUTHORITY

TO

THE

CITY

ENGINEER

TO

APPROVE

FUTURE

REVISIONS
WHEREAS, the City of Oxnard Standard Plates and Design Criteria was originally published

in

2002;

and
WHEREAS, the 2002 City of Oxnard Standard Plates and Design Criteria have been used by

engineers,

developers,

contractors,

and

the

general

public

to

construct

improvements

to

the

City's

infrastructure;

and
WHEREAS, it is in the best interest of the City and developers to have the engineering standards

and

specifications

continued

to

be

updated

to

align

with

industry

standards

and

State

of

California

Requirements

for

public

works

construction;

and
WHEREAS, each succeeding revision to the 2002 City of Oxnard Standard Plates and Design

Criteria

reflects

the

constantly

changing

technology

and

advanced

thinking

of

the

construction

industry,

and

WHEREAS, the American Water Works Association Standards and the Standard Specifications

for

Public

Works

Construction

(“Greenbook”)

were

used

in

developing

the

2025

Water

Design

and

Construction

Standards

for

adoption

herein;

and
WHEREAS, from time to time, the Public Works City Engineer will deem it necessary to make

revisions

to

the

2002

City

of

Oxnard

Standard

Plates

and

Design

Criteria

and

the

2025

Water

System

Design

and

Construction

Standards.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF OXNARD DOES

RESOLVE

AS

FOLLOWS: 1. Approves the 2025 Water System Design and Construction Standards and update to the 2002

City

of

Oxnard

Standard

Plates

and

Design

Criteria;

and

2. Authorizes the Public Works City Engineer to approve future revisions to the 2002 City of

Oxnard

Standard

Plates

and

Design

Criteria

and

the

2025

Water

System

Design

and

Construction

Standards;

and

3. Authorizes the City Manager to take whatever actions are necessary and appropriate to carry

out

the

purpose

and

intent

of

this

resolution.

385
Resolution No. ______ (Resolution Engineering Standards) Page 2 of 2 PASSED AND ADOPTED this ____ day of _______________, by the following vote: AYES: NOES: ABSENT: ABSTAIN: __________________________________ Luis A. Mc Arthur, Mayor ATTEST: _________________________________ Lourdes A. López, City Clerk APPROVED AS TO FROM: __________________________________ Stephen M. Fischer, City Attorney 386

CITY OF OXNARD WATER SYSTEM

DESIGN AND CONSTRUCTION STANDARDS

2025 EDITION
CITY COUNCIL RESOLUTION NO. XXX

387
2002 STANDARD PLATES AND DESIGN CRITIERA

REVISION TRACKER

DATE PLATE DESCRIPTION
XX All
City Council Resolution XXX approving the update and removing water system standards from the 2002 Standard Plates and Design Criteria, and creating it as a standalone document.

388
2 TABLE OF CONTENTS

SECTION 1 – PURPOSE AND SCOPE .................................................................................................. 4

1.1 CITY JURISDICTION .................................................................................................................... 4

1.2 EXCEPTIONS & INTERPRETATIONS ............................................................................................ 4

1.3 WATER SERVICE AREA ............................................................................................................... 5 SECTION 2 - DESIGN CRITERIA .......................................................................................................... 6

2.1 WATER MAIN DESIGN REQUIREMENTS .................................................................................... 6

2.2 PUBLIC WATER EASEMENT ....................................................................................................... 8 SECTION 3 – MATERIAL REQUIREMENTS ..................................................................................... 9

3.1 MATERIALS OVERVIEW ............................................................................................................. 9

3.2 WATER SERVICE LINE MATERIALS AND FITTINGS ................................................................... 12

3.3 WATER MAIN PIPE MATERIALS ............................................................................................... 13

3.4 MAIN LINE COUPLINGS ........................................................................................................... 17

3.5 MAIN LINE VALVES .................................................................................................................. 18

3.6 SPECIALTY VALVES .................................................................................................................. 20

3.7 FIRE HYDRANTS ....................................................................................................................... 20

3.8 TRENCH BACKFILL ................................................................................................................... 21

3.8 CONCRETE AND REINFORCING STEEL ..................................................................................... 23 SECTION 4 – EXISTING FACILITIES ................................................................................................ 24

4.1 PROTECTION ........................................................................................................................... 24

4.2 REMOVAL ................................................................................................................................ 25 SECTION 5 – CONSTRUCTION DETAILS ........................................................................................ 26

5.1 GENERAL ................................................................................................................................. 26

5.2 HANDLING AND LAYING PIPE .................................................................................................. 26

5.3 INSTALLING VALVE AND BOXES .............................................................................................. 27

5.4 INSTALLING FIRE HYDRANTS ................................................................................................... 28

5.5 THRUST BLOCKING .................................................................................................................. 28

5.6 AIR AND VACUUM VALVES ..................................................................................................... 28

5.7 SERVICES ................................................................................................................................. 29

5.8 EXISTING WATER SERVICES ..................................................................................................... 30 SECTION 6 – TESTING AND DISINFECTING WATER MAINS ................................................... 31

6.1 PRESSURE TESTING ................................................................................................................. 31

6.2 FLUSHING ................................................................................................................................ 34

6.3 DISINFECTION .......................................................................................................................... 35

6.4 BACTERIOLOGICAL TESTS ........................................................................................................ 36

6.5 CONNECTIONS TO EXISTING WATER MAIN LINES .................................................................. 37 SECTION 7 – CROSS-CONNECTION BACKFLOW ......................................................................... 38 389
3 7.1 TYPES OF BACKFLOW PREVENTERS: ....................................................................................... 38

7.2 SERVICE PIPING ....................................................................................................................... 39

7.3 INSPECTIONS AND TESTING .................................................................................................... 39

7.4 FIRE SPRINKLER SYSTEMS: ...................................................................................................... 40 SECTION 8 – RECYCLED WATER IDENTIFICATION .................................................................. 41

8.1 RECYCLED WATER IDENTIFICATION ........................................................................................ 41 SECTION 9 – STORMWATER POLLUTION PREVENTION ........................................................ 43

9.1 POLLUTION PREVENTION PLANS ............................................................................................ 43

9.2 DEWATERING .......................................................................................................................... 43

WATER STANDARD PLATES

W-0 General Notes
W-1 Fire Hydrant
W-2 Fire Hydrant Bollards
W-3 Gate Valve Installation
W-4 2-inch Copper Service
W-5 1-inch Polyethylene Water Service
W-7 Blowoff Valve Installation
W-8 Combination Air-Vac Valve
W-9 2-inch & Smaller Water Meter and Backflow
W-10 3-inch & Larger Water Meter and Backflow
W-11 2-inch Fire Backflow
W-12 3-inch & Larger Fire Backflow
W-13 Water Main Crossings
W-14 Fire Hydrant Air Gap Method
W-15 Water Sampling Station
W-18 Meter Box at Beach Tracts
W-20 Concrete Thrust Blocking
W-21 Standard Trench
W-22 Residential Fire Line Service

390
4 SECTION 1 – PURPOSE AND SCOPE

The design and construction of water mains and other appurtenances in the City of Oxnard (City) shall comply with these standards herein called 2025 Water Design and Construction Standards (WDCS), except where specific modifications have been approved, in writing by the Director of Public Works, City Engineer, or Water Division Manager. A registered civil engineer shall sign all submitted plans, and all work shall be done in accordance with good engineering practice. This document sets forth the procedure for designing and preparing plans and specifications for the public water systems built for the City of Oxnard. Wherever there are differences between these standards, state or federal regulations, the most stringent or highest requirement shal l govern.

Specifications and Standard Plates relating to pipelines are intended for pipes up to 18-inches in diameter. Pipe size large r than 18-inches shall be reviewed and approved by the City Engineer.

Based on field conditions, the City Engineer has the discretion to impose additional requirements beyond the WDCS.

The City intends to provide uniformity of design and construction; the design engineer shall review the methods and procedures contained herein to ensure they apply to the project under design or construction. The City will revise the WDCS as needed to keep them current and include new or changed policies , data, and methods. The City Engineer shall have the primary responsibility for the coordination and preparation of new materials or revisions to the WDCS.

1.1 CITY JURISDICTION

Public facilities are public water infrastructure located within public streets, City properties, easements, or other rights -of-way, including water services from the public water main s to the City meters. The City shall operate, maintain, and repair its facilities. For all projects subject to City approval, the applicant’s design engineer shall submit all water improvement plans to the City for review. All plans, specifications, reports, and/or documents shall be prepared, signed, and tamped by a registered civil engineer licensed to practice in California and shall be in conformance with the most current edition of the WDCS.

1.2 EXCEPTIONS & INTERPRETATIONS

Requests to modify or deviate from the WDCS must be submitted in writing to the City Engineer for review and approval. The City Engineer along with the Water Division Mana ger, shall have sole authority to determine the interpretation of all design and construction standards requiring clarification.

391
5 1.3 WATER SERVICE AREA

Developers and project proponents are advised to coordinate with the City Community Development Department and, if deemed necessary , the Public Works Department Water Division to confirm that a property is within the City Service Area and to determine water availability and service requirements for a property prior to its purchase and development. The City shall not be held liable for any decision made to purchase a property based on the information provided. It is the responsibility of the interested party to practice due diligence and perform an independent verification from a licensed engineer as to the feasibility and constructability of water improvements to the property.

392
6 SECTION 2 - DESIGN CRITERIA

The WDCS outlines design criteria that apply to the design and construction of all waterworks facilities owned and/or operated by the City. Va riance from the requirements specified in this section may be requested by the design engineer . The City Engineer has sole discretion to approve or reject all variance requests.

The applicant and project proponents shall be responsible for the construction of any improvements to the City’s water distribution system to satisfy the WDCS requirements. The applicant shall be responsible for demonstrat ing that the WDCS requirements can be met through hydraulic calculations.

2.1 WATER MAIN DESIGN REQUIREMENTS

A. Water Main Location

The city water mains shall be located on the public streets minimum 5-feet from the south or east curb face unless the City of Oxnard Street Standard Plates or City Engineer requires otherwise.

B. Fire Hydrants

Fire hydrants shall be installed along the pub lic water main at an interval of 500-feet maximum for low density residential areas. Th e fire hydrant internal shall be 300-feet maximum for high density residential, commer cial and industrial areas with sufficient numbers so that all points of all structures are within 150-feet of a fire hydrant, or as otherwise approved by the Fire Department.

C. Depth of Water Main

The standard uniform minimum depth of co ver to the top of the pipe shall be 42-inches unless the City Engineer permits a shallower depth with special trench backfill.

D. Water Main Flow Velocity

City water mains shall be sized to limit the fl ow velocity to not exceed 5-feet per second under peak hourly flow and 10-feet per second with fire flow.

393
7 E. Water Main Sizing & Hydraulic Calculations

Water mains shall be a minimum of 8- inches in diameter. Any exceptions shall be reviewed and approved by the City Engineer on a case -by-case basis. All hydraulic calculations shall be prepared, signed, and sealed by a registered Civil Engineer licensed in the State of California. The calculations shall be submitted to the City Engineer for review and approval.

For pipeline analysis, the maximum Hazen-Williams coefficient (C) shall be assumed to be 120 for cement mortar-lined pipes and 130 for polyvinyl chloride pipes.

F. Title 22 Separation Requirements

The separation of water mains adjacent to sewers, storm drains, and other conduits carrying hazardous fluids shall comply with Section 64572, Title 22, California Code of Regulations, entitled “California Waterworks Standards,” as set forth by the California State Water Resource Control Board, Division of Drinking Water (DDW).

The basic sep aration requirements are listed below for guidance purposes only. The design engineers and contractors shall refer to the Title 22 requirements for details.

1) Parallel Construction: The horizontal distance (outside diameter to outside diameter) between wate r mains and sewer lines shall be a minimum of 10 -feet and 4-feet minimum for storm drain lines . The water mains shall be located 1 -foot vertical ly above the top of the sewer and storm drain lines.

2) Perpendicular Construction (Crossing) : Pressure water mains shall be at least 1- foot above the top of sanitary sewer and storm drain lines without joints within 8-feet over the crossings.

3) Common Trench Prohibition: Construction of water and wastewater main lines in the same (common) trench is prohibited.

4) Exceptions to Basic Separation Standards: All efforts shall be made to comply with the separation requirements described above; any exceptions shall be reviewed and approved by DDW via a Waiver Process. Title 22 Waivers shall first be reviewed and approved by the City Engineer and Water Manager. The City will coordinate with DDW for final approval.

394
8 2.2 PUBLIC WATER EASEMENT

Where a fire line or a water main crosses private property, a licensed surveyor or registered civil engineer (licensed to practice landing surveying) shall submit the proposed easements to the City Engineer for review and approval prior to the start of construction. Each sheet is to bear the seal and signature o f the responsible person. The easement information shall be legibly, professionally, and sufficiently ready for the retracement of the survey without further research.

The project proponents shall provide additional information requested by the City Engineer needed to complete the review and approval of the easement.

A. Public Easement Requirements

The easement will be a minimum of 15-feet wide, with the water line located 5-feet from one side to allow a 10 -foot work area. Except for crossings and where approved by the City Engineer, other utilities are not permitted to be installed parallel to the public water main inside the water easement. The water easement will be recorded in the Tract or Parcel Map and shall be indicated on the improvement plans prior to approval by the City.

The water easement shall be recorded on a Grant Deed if no map is recorded.

All water service lines from the main up to and including the meter box shall be within the water easement. The developer is responsible for paying all necessary fees to the City to cover the review approval and recordation of the water easement. Fire line or water main on private property within the exclusive water easement will not be classified as a point of service connection unless approved by the City Engineer and Fire Department under unique/special circumstances.

B. Variance & Deviation

Where approved by the City of Oxnard Fire Department for the design of the onsite water system that supplies water to the onsite hydrants to be privately owned, the system shall have backflow prevention device (s) located to prevent possible contamination of the public water from the private water line. The location and type of backflow device will be subject to the City’s review and approval prior to installation.

395
9 SECTION 3 – MATERIAL REQUIREMENTS

The materials outlined herein have been selected for their strength, durability, and ease of maintenance. Unless specifically approved otherwise by the City Engineer or Water Division Manager, all materials shall be new and unused. American Water Works Association (AWWA), Standard Specifications for Public Works Construction (SSPW), or other standards are referenced where applicable , and it shall be the responsibility of the design engineer and contractor to become familiar with those standards to ensure compliance.

The City established parts standardization, including manufacturer and product names or approved equals. Other products may also meet City requirements; the contractor must indicate that the product/material is equal to the one specified in the construction documents and submit any requested change of materials in writing for City approval prior to placement.

The City reserves the right to discontinue or prohibit the use of any specific product or material.

The City Engineer has the sole authority to make such changes based on engineering judgment, product performance, or maintenance criteria.

3.1 MATERIALS OVERVIEW

A. Summary

1) All potable water components shall be certified as NSF 61 and lead-free.

2) For grant -funded projects and where specified by the City Engineer or Water Manager, any material or item installed in the water system shall be of American origin with a certificate of origin.

3) Approved equal products from Ford, Jones, Mueller, and McDonald are all acceptable products.

4) Each PVC pipeline and polyethylene service shall include a 12-gauge blue insulated copper wire above the pipeline.

5) All meters shall read in 10 -cubic feet. Water meters 3 -inches and larger shall be approved by the City and installed by the contractor.

6) The table below summarizes the material requirements. Refer to each specific subsection for further details
396
10 SUMMARY OF MATERIALS (1 OF 2)
Item  Material  Description  Standard/Model
Service Saddles
PVC  CC Thread Outlet   AWWA C800 Ford 202BS
Ductile Iron, Cast
Iron, & AC  CC Thread Outlet   AWWA C800 Ford 202B

Corporation
Stops (Ball
Type)
1”  AWWA/CC Thread (PEP Pack Joint)  Ford FB 1001‐4‐NL
2”  AWWA/CC Thread (CTS Pack Joint)  Ford FB 1000‐7‐NL

Services
1” service  Polyethylene Pipe IPS SDIR‐7  ASTM D2239
PE 4710
2” Service
Type K Hard Copper Tubing  ASTM B88
NSF 61 Lead‐Free Solder   ASTM B‐32

Angle
Meter/Curb
Stops
(Ball Type)
¾” & 1” Meters
City (PEP Pack Joint)  Ford BA63‐444W‐NL
Customer w/ Handle (CTS Pack Joint)  Ford BA43‐444W‐NL

1.5” & 2” Meters  City & Customer (CTS Pack Joint)  Ford BFA43‐777W‐NL

Meters
2” and Smaller  E‐Series Ultrasonic   Badger No. 100‐1596 or Equal
3” – 8”  E‐Series Ultra Sonic Lead‐Free Bronze  Badger No. 101‐5832 10” and Larger  Badger Ultra Sonic ‐ TBD by the City  TBD by the City

Meter Boxes
1” Meter  Non‐Traffic Rated  Fibrelyte FL30 with AMI Lid

1.5” & 2” Meter  Non‐Traffic Rated  Fibrelyte FL36 with AMI Lid 1” Meter  Traffic Rated  Armorcast A6001946PCX12
with  AMI Lid

1.5” & 2” Meter  Traffic Rated  Armorcast A6001640PCX12 with AMI Lid
Tapping
Sleeves  4” & Larger  Stainless Steel  AWWA C223
Gate Valves
Resilient‐Seated
Gate Valves  Epoxy Coated  AWWA C509
Valve Boxes  Traffic Rated
Bingham & Taylor
Mark V Heavy
Lid 4” Skirt: CUL10HVY4W
Box Flange: CUL10RHVYF

397
11 SUMMARY OF MATERIALS (2 OF 2)
Item  Material  Description  Standard/Model
Water Main
Pipes
PVC  Class 305 DR 14  AWWA C900
Ductile Iron  Class 350  AWWA C151
Coatings and
Linings
Ductile Iron Pipe
& Fittings
Asphaltic Seal Coat (Inside and Out)  AWWA C151
Double Cement Lining  AWWA C104
Exterior Polyethylene Encasement  AWWA C105
Joints  Ductile Iron
Pipe Joints
Push‐On (Tyton) & Mechanical Rubber
Gasket Joints  AWWA C111
Flanged Joint  AWWA C115
Fittings
Ductile Iron
Fittings
Mechanical Restraint Compact Body  AWWA C153
Mechanical Restraint Full Body  AWWA C110
Flanged Connection  AWWA C110
Double Cement Lining  AWWA C104
Asphaltic Seal Coat (Inside and Out)  AWWA C104/C153
Nuts and Bolts  Stainless Steel 304/316  ASTM A240
Gasket
(Push‐On &
Restraint)
Styrene Butadiene Copolymer (SBR)  AWWA C111
Full Face Gasket
1/8” minimum
(Flanged)
Styrene Butadiene Copolymer (SBR) or
Ethylene Propylene Diene Monomer (EPDM)  AWWA C111
Fire Hydrants
Ductile Iron Body
Low Residential
Jones J 4040 / Clow 850
(4‐1/2" x 2‐1/2”)
AWWA C503
Ductile Iron Body
Commercial & High Residential
Jones J 4065 / Clow 865
(4‐1/2" x 4‐1/2” x 2‐1/2”)
AWWA C503
Hydrant
Check Valve  Hydrant Guard HG1‐611‐611  AWWA C503
Air‐Vacuum
Combo Valves
2‐in & smaller  ARI D040 / APCO 145‐C / Crispen U‐20  AWWA C512 Enclosure  24” DIA. X 36” High Polyethylene  Armorcast P6002002 398
12 3.2 WATER SERVICE LINE MATERIALS AND FITTINGS

A. Polyethylene Service

1) Polyethylene pipe (PE) shall be SIDR-7 PE-4710, meeting the Iron Pipe Size standards and conforming to all applicable requirements of AWWA C901 and ASTM D2239. PE installation shall include tubular stainless-steel inserts per ASTM 240 -92B. 1-inch PE service lines shall be installed for 3/4-inch and 1-inch meters.

2) Marking: PE pipe or tubing shall be permanently indent branded indicating size, manufacturer’s name, pressure rating, NSF logo, material designation code, applicable ASTM Specification, date code , and any other appropriate code designation.

3) Protection: PE pipe or tubing shall be protected for outdoor storage with suitable wrapping material. Materials stored outside without proper protection will not be accepted for installation.

B. Copper Service

1) Type K hard copper shall be used for 1 .5 to 2-inch water services , and shall also be used for risers and connections to backflow devices.

C. Corporation Stops

1) All corporation stops shall be ball-type with AWWA/CC thread. All brass shall conform to AWWA C800.

2) 1-inch corporation stops shall be Ford PEP pack joint FB 1001 or approved equal for PE services.

3) 2-inch corporation stops shall be Ford CTS pack joint part number FB 1000 or approved equal for copper services.

D. Angle Stops

1) All 1- inch City angle meter stops shall be ball -type with Ford PEP pack joint part number BA63 or approved equal compatible with PE services.

399
13 2) Customer 1-inch angle meter stops shall be Ford CTS pack joint BA43 (with handle) compatible with building water service lines.

3) All 2 -inch angle meter stops shall be Ford CTS pack joint with meter flange part number BFA43 with insert for copper services. Each customer angle meter stop shall be equipped with a handle.

E. Service Saddles

1) General: Service saddles shall be double band/strap bras s saddle type with stainless steel band or bronze straps with AWWA/CC outlet thread. All brass shall conform to the requirements of AWWA C800. Gasket s shall be EPDM rubber per ASTM D2000.

The outlet tap shall be:

• PVC C900: Ford 202BS or approved equal.
• AC, Ductile Iron, Cast Iron: Ford 202B or approved equal.

2) All 4-inch service connections or larger shall consist of a tee or tapping tee with a flanged outlet and a flange RS gate valve.

3.3 WATER MAIN PIPE MATERIALS

F. Polyvinyl Chloride (PVC)

1) PVC Pipe: PVC Pipe for public water lines shall be Class 305 DR 14 and conform to the quality and strength requirements of the latest edition of AWWA C -900. All PVC pressure pipes for domestic water applications shall be blue color.

2) Pipe Marking : Each pipe length shall be marked with the date of manufacture, nominal pipe size , and O D base, the AWWA pressure class, and the AWWA specification designation AWWA C900.

3) Joint Mechanisms: One gasket shall be furnished with each length of elastomeric - gasket bell-end in accordance with the requirements of AWWA C900.

4) Coupling and Fittings : PVC couplings shall be supplied with an elastomeric gasket at each end per AWWA C900/C905. Solvent cement joints or couplings are not allowed.

5) Fittings: PVC pushed-on fittings are not permitted. Ductile iron fittings shall be used 400
14 with PVC pipe , meeting the requirements of AWWA C110 (full body) or C153 (compact). Ductile iron fittings shall be double cement lined with asphaltic coating (inside and out), meeting the requirements of AWWA C104. Nuts and bolts used with fittings shall be stainless steel 304/316. All fittings shall be rated for 250 psi.

6) Physical Testing Requirements: All test requirements shall be in accordance with the provisions of AWWA C900.

G. Ductile Iron Pipe

1) Ductile Iron Pipe : Ductile iron pipe shall be Pressure Class 350 with push -on or mechanical joints, restrained joints, plain ends, or cast flange ends conforming to the requirements of the latest edition of AWWA C151.

2) Special Thickness Class : Minimum wall thickness for pipe having threaded, grooved, or ball and socket ends shall be Special Thickness Class 53 in accordance with AWWA C150 & C151.

3) Lining and Coating: Ductile iron pipe shall be double-cement mortar lined meeting the requirements of AWWA C104. The interior and exterior coating shall have a bituminous coating approximately one (1) mil thick.

4) Push Joints: Unless otherwise called out on the plans, “Tyton®” type push-on joints shall be used. The joint dimension and gasket shall be as specified in AWWA C111.

5) Fittings: Ductile iron fittings, mechanical joint or flanged, shall be used with ductile iron pipe meeting the requirements of AWWA C110 (full body) or C153 (compact).

Ductile iron fittings shall be double cement lined with bituminous coating inside and out, meeting the requirements of AWWA C104. Nuts and bolts used with fittings shall be stainless steel 304/316. All fittings shall be rated for 250 psi

6) Polyethylene Encasement shall be furnished and installed in accordance with AWWA C105 and shall protect the outside surface of pipes and fittings. Ductile iron pipes and fittings shall be polyethylene encased.

7) Gaskets:

• Mechanical, push-on, and restrained joints shall be synthetic or natural rubber in accordance with AWWA C111.
401
15 • Gaskets for flanged joints shall be 1/8 -inch thick. Full-face type gaskets with pre- punched holes shall be used where both flanges have flat faces . Ring gaskets extending to the inner edge of the bolts may be used where a raised face flange is present.

H. Steel Pipe

1) General: The use of steel pipe is not permitted unless where deemed necessary and approved by the City Engineer. The specifications provided herein for steel pipe are for guidance only.

2) Steel Pipe : Steel Pipe shall conform to AWWA C -200, AWWA M -11, latest edition.

Steel shall be ASTM A-3 6, ASTM A- 1011 or A -1018, Grade 36, having a 0.25% maximum carbon content. Cylinders shall be fabricated from hot -rolled carbon steel sheets or plates conforming to ASTM A570 or ASTM A283, with a minimum yield point of 33,000 psi, or shall conform to ASTM A53, Type E or S, Grade B.

3) Pipe Thickness: Steel cylinder shall be a minimum of 0.188 -inches thick for straight runs of distribution and transmission pipe with diameters less than 30-inches and shall be a minimum of 0.25 inches for diameters 30-inches and larger.

The minimum wall thickness shall be 0.25 inches for all pipe specials, and all pipes regardless of size, within 10 -feet of structures, vaults, and other significant pipe appurtenances (such as blow -offs, manways, PRV vaults, valve vaults, meter vaults, pump stations, etc.); wherever the pipe is to be installed or jacked inside pipe casings; and wherever pipe penetrations are required.

4) Lining: All steel pipe s shall have cement -mortar lining in accordance with AWWA C205. Cement for mortar sh all be shall be in accordance with ASTM C150, Type II or V. The minimum lining thickness shall be per AWWA C205 and is summarized below:

Nominal Pipe Diameter Lining Thickness Tolerance
4” to 10” 1/4” -1/16” to +1/8”
11” to 23” 5/16” -1/16” to +1/8”
24” to 36” 3/8” -1/16” to +1/8”

402
16 5) Coating: Cement -mortar coating shall meet the requirements of AWWA C205 and shall be ASTM C150, Type V.

Cement Mortar Coating Thickness
Nominal Pipe Size
Inches
Coating Thickness
Inches
Thickness Tolerance
Inches
6”-10”
12 “-16”
18” and larger
1/2
5/8
3/4
-0 + 1/ 8
-0 + 1/ 8
-0 + 1/ 8

Reinforcement for the coating of pipe section shall be one of the following as specified by the supplier:

 Spiral wire - 15 gage @ max. 1-1/4” spacing with wire meeting ASTM A82.  Wire fabric - 2x4 steel wire mesh, 13 gage each way meeting ASTM Al85.  Ribbon mesh - 18 gage wire or 1-1/2 x 1-1/4 mesh of 17 gage wire all meeting ASTM A82.

6) Fittings: Minimum wall thickness of all fittings (pipe speci als) shall be 0.25 -inches.

Fittings 4 through 10-inches shall be designed for 250 psi and conform to ANSI B16.9.

Fittings 12 -inches diameter and larger shall comply with AWWA C208. Note, the minimum plate thickness required for the steel pipe shall also apply to fittings.

Reinforcement of fittings shall be in accordance with AWWA M11.

Material for fittings 4 through 10 -inches shall comply with ASTM A- 234, Grade WPB.

Material for fittings larger than 10 -inches but less than or equal to 30 -inches in diameter shall be the same as the pipe. Cement-mortar lining and ID dimensions shall be the same as the specified pipe.

7) Bolts, Nuts, and Gaskets for Joints and Flanges: Bolts and nuts for flanges shall be Type 316 stainless steel. Gaskets shall be NSF 61 certified and be composed of synthetic fiber with rubber binder and shall be “full faced”, 1/8-inch thick. Gaskets shall conform dimensionally to ANSI B16.21.

8) Grooved End Fittings : Fittings smaller the 24 -inches in diameter with grooved ends shall have rolled grooves, flexible type, with dimensions as shown in AWWA C -606, Table 3. Steel wall thickness shall be standard weight, ANSI B36.10. Cement -mortar lining and ID dimensions shall be the same as the specified pipe. 403
17 9) Welded Fittings: Welded joints shall be lap welded – double lap welded or joined by butt-strap connection. One of each s ection shall be swaged out to form a female or bell end, which allows the male or spigot end to enter approximately 1- inch with a clearance of approximately 1/32 -inch. The spigot end shall be “ sized” to permit it to enter the bell end of the adjacent section and the weld bead shall be ground flush for the distance it is to enter the bell end. Welders shall be qualified under the provisions of ANSI/AWS D1.1 by an independent local, approved testing agency not more than 6 months prior to commencing work on the pipeline.

3.4 MAIN LINE COUPLINGS

A. Ductile Iron Flexible Couplings

1) Ductile iron couplings meeting the requirements of ASTM A536 and manufactured in accordance with the requirements of AWWA C219 for u nrestrained coupling used to join plain end pipes shall be either two -bolt or multi -bolts with a minimum rated pressure of 250 psi working pressure . All flexible couplings shall be fusion -bonded epoxy lined and coated in accordance with AWWA C213. The minimum center sleeve length shall be 7-inches for pipe sizes up to 6 -inches in diameter; 10- inches for pipe sizes larger than 6-inches pipe diameters.

2) Sleeve Bolts: Sleeve bolts shall be corrosion -resistant Type 304/ 316 stainless steel with minimum yield strength of 45,000 psi and shall conform to ASTM -A-193 and AWWA C111.

3) Transition Couplings : These are designed to connect pipes of the nominal size, but different materials shall be ductile iron, meeting the requirements of ASTM A536 and manufactured in accordance with the requirements of AWWA C219. Transitional coupling shall have a 250 psi rated working pressure with fusion-bonded epoxy lined and coated in accordance with AWWAC213 using stainless steel 316 fasteners, nuts, and bolts.

B. Restraint Couplings

1) Ductile iron restraint couplings shall meet the requirements of ASTM A536 with 250- psi rated working pressure with fusion-bonded epoxy lined and coated in accordance with AWWAC213 with stainless steel 304/316 fasteners, nuts, and bolts.

404
18 3.5 MAIN LINE VALVES

A. Gate Valve (4” – 12”)

1) General: For 4 -inch through 12 -inch diameter valves, the contractor shall provide epoxy-coated, resilient-seated gate valves with FL x MJ. Valves larger than 12 -inches in diameter shall be project -specific and receive approval from the City Engineer or Water Division Manager.

2) Resilient Seated Gate Valves : 4- Inches Through 12- Inches: Resilient seated wedge - type gate valves shall conform to AWWA 509 and the following requirements. Valve shall have a wedge-type resilient seat, fully encapsulated in peroxide -cured EPDM.

Valves shall be designed for a minimum working pressure of 200 psi.

3) Stem: Valves shall have non-rising stems fabricated of Type 304 or Type 316 stainless steel. As an alternative stem material may be high-strength bronze alloy. Stem nuts shall be independent of the gate and shall be made of bronze.

Low friction and torque reduction thrust bearings shall be provided both above and below the stem collar. Stuffing boxes shall be O -ring seal type with two rings located in the stem above the thrust collar. Stem shall be equipped with a 2 -inch AWWA square nut and shall turn in a counter-clockwise direction to open the valve.

4) Valve Stem Extension: A valve stem extension shall be provided for each valve having an operating nut more than 40 ” below finished grade. Extension stem either of standard manufacture or shop fabricated shall bring the operating nut within 12 - inches of the surface.

The extension stem shall be made of a solid round steel bar of a diameter equal to the valve stem diameter with a minimum of 1 -inch diameter or extra heavy steel pipe of diameter equal to 1.25 times the valve stem diameter with a minimum of 1.25 -inch diameter.

5) Coating: Valves shall be factory -coated with fusion-bonded epoxy on all interior and exterior surfaces. Epoxy coating shall be in accordance with ANSI/AWWA C550 Standard.

6) Polyethylene Wrap: Buried valves shall be wrapped with two layers of 8 -mil polyethylene wrap per AWWA C105 and secured with a 10 -mil thick corrosion protection tape.
405
19 7) Valve Anchor: Valves shall be anchored in concrete as specified by the Standard Plate.

Supports are not required for buried valves bolted to flanged pipe or fixed or supported fittings. Supports shall be installed prior to pressurizing the system.

8) Boxes & Risers: Valve boxes shall be Bingham & Taylor Mark V Heavy with 8-inch PVC SDR-35 risers.

B. Butterfly Valves

1) General: Butterfly valves shall be in accordance with the r equirements of AWWA C504, Class 250B, and shall be permitted only when specifically called for in the plans and approved by the City Engineer or Water Division Manager.

2) Valve Body: Shall be ductile iron with integrally cast mechanical joint or flanged ends.

3) Nuts and Bolts: Body bolts for all valves shall be Type 304/316 stainless steel.

4) Valve Operators : Shall be of the manual traveling nut design. Operators shall be equipped with a 2 -inch AWWA square operating nut and shall turn in a counter- clockwise direction to open the valve. The valve operators shall be sealed and gasketed and lubricated for underground s ervice and have stops in the open/close position. The actuator shall have a mechanical stop which will withstand an input torque of 450 ft-lbs against the stop.

5) Coating: Valves shall be factory -coated with fusion-bonded epoxy on all interior and exterior surfaces. Epoxy coating shall be in accordance with ANSI/AWWA C550 Standard.

6) Polyethylene Wrap: Buried valves shall be wrapped with two layers of 8 -mil polyethylene wrap per AWWA C105 and secured with a 10 -mil thick corrosion protection tape.

7) Valve Anchor: Valves shall be anchored in concrete as specified by the Standard Plate.

Supports are not required for buried valves bolted to flanged pipe or fixed or supported fittings. Supports shall be installed prior to pressurizing the system.

8) Valve Boxes & Risers: Valve boxes shall be Bingham & Taylor Mark V Heavy with 4 - inch skirt and box flange along with 8-inch PVC SDR-35 risers.

406
20 C. Tapping Sleeves and Valves

1) Tapping sleeves shall be made of stainless steel, including the bolts, nuts , and washers, and shall be made in accordance with AWWA C223 and shall be 200 psi working rated pressure.

2) Tapping valves shall be resilient-wedge gate valves.

3.6 SPECIALTY VALVES

D. Combination Air Release and Vacuum Assemblies

1) Combination Air Release and Vacuum Relief Valves (1 -inch t hrough 2 -inch): Shall consist of both an air and vacuum valve and air -release functions contained in one body. The air and vacuum shall serve to release and admit large quantities of air when pipelines are filled and drained. The air-release shall serve to release small quantities of air that accumulate during pipeline operation. Valves shall have an operating pressure of 150 psi. Valves shall be ARI D-040 or equal.

2) Air-Release Valves: 3-inch and greater, shall be project -specific and approved by the City Water Division.

3) Vented Cover : 2- inch and smaller valves shall be enclosed inside a removable, cylindrically-shaped, vented cover. Vented covers shall be manufactured of linear - low-density polyethylene (LLDPE) as made by Amorcast Products, Pipeline Products, Inc. or equal. The color of the vented cover shall be Sandstone for potable water applications and purple for recycled water applications. The cover shall be 18-inches diameter by 30-inches high vented enclosure.

4) 3-inch and Greater: Valves enclosure shall be project -specific and approved by the City Water Division.

3.7 FIRE HYDRANTS

E. Fire Hydrants

1) General: Fire Hydra nts shall conform to AWWA C503 unless otherwise specified.

Hydrant bodies will be all ductile iron construction. Fluted design. Fire hydrants shall have a 6 -inch barrel unless otherwise noted. The sizing and type of City of Oxnard- approved hydrants are as follows:
407
21 Type Residential R-1 4” x 2- 1/2”
Jones Triton J-4040 or equal

Type II R-2 or greater 4” x 4” x 2- 1/2”
Multi-Family, Commercial, Industrial Jones Triton J-4065 or equal

2) Bury shall have a minimum inlet size of 6 -inches with mechanical joint. Hydrant mounting flange shall be six-hole pattern on 9.44 centers. Bury and extension sections shall be as manufactured by Clow, Tyler, South Bay Foundry, or equal.

3) Hydrant bodies shall have a mounting flange with six -hole pattern on 9.44 centers.

Required nozzles shall be individually controlled with rubber disc, compression type valve and shall be fitted with threaded protecting caps. Nozzle threads shall conform to ANSI (ASA) B 26 National Standard fire hose coupling screw threads.

4) Break-Off Check Valves: Break-off check valves shall be installed with all fire hydrants meeting the requirements of AWWA C503. The product shall be Hydrant Guard HG1- 611-611 or approved equal.

5) Coating: Interior ferrous surfaces of the bury and spool shall be c oated with cement mortar and bituminous asphalt inside and out.

6) Exterior Painting: Fire hydrants shall be surface prepared to receive paint by scraping and wire brushing, and shall be painted with one coat of primer, Dunn-Edwards 42-44 and two coats of Dunn
-E
dwards Hi-Visibility Yellow, Syn-Lustro #10-14, or approved equal.

3.8 TRENCH BACKFILL

A. Pipe Zone

1) The pipe zone shall include the full width of the trench from the bottom of the pipe or conduit to a horizontal level 12 -inches above the top of the pipe. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipes to a horizontal level above the top of the highest or topmost pipe.

408
22 2) Pipe Zone and Pipe Base - The pipe base and pipe zone backfill material shall be imported sand and shall conform to the following gradation with a minimum sand equivalent of 50 per ASTM D2419:

Sieve Size Percent Passing
3/8 – inch 100
No. 4 75-100
No. 30 12-50
No. 100 5-20
No. 200 0-10

B. Trench Zone

1) Trench Zone - Native or imported backfill with a minimum sand equivalent of 20 per ASTM D2419 and shall be fine-grained non-organic materials free from peat, roots, debris, and rocks larger than 3 -inches, and which can be compacted to 95% relative compaction, unless otherwise directed by the jurisdictional agency. Trench zone backfill for all public streets sh all be in accordance with City Standard Plates or as specified by the jurisdictional agency and as shown on the agenc y’s typical trench detail.

2) Slurry Back fill: A cement/sand slurry mix of 1-1/2 sacks may be used in lieu of compacted soils backfill.

C. Slurry Backfill

3) Trench Zone - Native or imported backfill shall be excavated, fine-grained non-organic materials free from peat, roots, debris, and rocks larger than 3-inches, and which can be compacted to the specified relative compaction unless otherwise directed by the jurisdictional agency. Trench zone backfill for all public streets shall be in accordance with City Standard Plates or as specified by the jurisdictional agency and as shown on the agency’s typical trench detail.

D. Gravel or Crushed Rock.

1) Refill Material for Found ation Stabilization - Refill material below the pipe shall be material conforming to the size requirement for gravel or crushed rock conforming to the Standard Specifications for Public Works Construction, Section 200 -1.2 and shall meet the following gradation:
409
23 Designated Material Size
Percent Passing by Weight
Sieve Size 1-1/2-inch 1-inch 3/4-inch
2-inches 100 -- --
1-1/2-inches 90-100 100 --
1-inch 20-55 90-100 100
3/4-inch 0-15 30-60 90-100
1/2-inch -- 0-20 30-60
3/8-inch 0-5 -- 0-20
No. 4 -- 0-5 0-5
No. 8 -- -- --

3.8 CONCRETE AND REINFORCING STEEL

A. Concrete

1) Concrete material shall consist of portland cement, concrete aggregates, and water, meeting Standard Specifications for Public Works Construction Concrete Class 560-C- 3250.

B. Reinforcing Steel

1) Concrete reinforcement bars shall be Grade 40 minimum deformed bars meeting the requirements of ASTM A615. Where bars are used as tie -down in anchor or thrust blocks, they shall be with a bitumastic coal tar epoxy coating.

2) Steel mesh r einforcement shall be in accordance with the re quirements of ASTM A185.

E. Bollards

1) Steel bollards: Where fire hydrants are not located behind a curb, bollards constructed to protect fire hydrants shall be A-120 steel pipe 4-inches in diameter and a minimum of 0.25 -inches of wall thickness filled with concrete or approved equal.

The bollards shall be painted yellow, matching the fire hydrant.

410
24 SECTION 4 – EXISTING FACILITIES

The contractor shall be responsible for potholing and determining in advance the location and elevation of all existing pipelines to which connections are to be made. Discrepancies shall be reported to the City and design engineer prior to the fabrication of or purchase of material affected by the discrepancy.

The contractor shall notify Underground Service Alert of Southern California ( USA Dig Alert) at least two working days prior to construction at 1-800-422-4133.

The City does not warranty the condition, size, material, and location of existing facilities. The contractor shall be responsible for verifying the properties of the existing pipe that will be connected to the proposed piping.

4.1 PROTECTION

A. Protection of Existing Utilities and Facilities

1) The contractor shall be responsible for the care and protection of all existing sewer pipes, water pipe s, gas mains, culverts, power or communications lines, sidewalks, curbs, pavement, or other facilities and structures that may be encountered in or near the area of the work.

2) It shall be the duty of the contractor to notify USA Dig Alert and each agency of jurisdiction and make arrangements for locating their facilities prior to construction.

3) The contractor shall submit a plan as to the method the contractor will use to protect and support any utilities that will become exposed during excavation or that are vulnerable to failure due to unsupported trenches or other construction activity.

4) In the event of damage to any existing facilities during the work progress and of the failure of the contractor to exercise the proper precautions, the contractor will pay for the cost of all repairs and protection to said facilities. The contractor’s work may be stopped until repair operations are complete.

5) The contractor shall provide temporary support for all pipelines crossing the proposed trench. All pipelines 18-inches in diameter or larger crossing over the proposed water main with less than four (4) feet of clearance shall have concrete support poured as 411
25 shown on the drawings or as directed by the City Representative. All pipelines less than 18-inches in diameter and crossing over the proposed water main with less than two (2) feet of clearance shall be protected by pouring a 1.5-sack sand/cement slurry from the top of the water main to the bottom of the crossing pipeline.

6) The contractor shall protect the thrust blocks in place or shore to resist the thrust by a means acceptable to the City.

7) If the thrust blocks are exposed or rendered to be ineffective in the opinion of the City, the contractor shall reconstruct the thrust block to bear against firm unexcavated or backfill material. Provide firm support by backfilling that portion of the trench for a distance of a minimum of two (2) feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with 1.5 -sack sand- cement slurry. Excavate the backfill material for construction of the thrust block.

4.2 REMOVAL

A. Removal of Existing Utilities and Facilities

1) Removal of existing pipelines shall mean complete removal of the existing pipeline and disposal of the pipe and appurtenances designated as unsalvageable. The contractor is responsible for the disposal of all pipe materials and associated costs.

2) All water service surface fittings, meters, meter boxes, and customer service valves shall be removed. The service line and corporation stop shall be removed, the service saddle plugged with a brass (lead-free) plug, or its service saddle and corporation stop removed, and the tap plugged with a repair clamp unless directed otherwise by the City. If there is no corporation stop on the service, the adapter shall be removed, and a brass plug shall be installed in the service saddle. If the water service is a direct tap, the corporation stop shall be removed, and a repair clamp shall be installed.

3) All portions of the vault or structure to be abandoned shall be removed to a point six (6) feet below the finished ground surface. The remaining portions of the vault shall be filled with 1.5-sack sand cement slur ry. A s ufficient quantity of holes shall be provided through the bottom of the vault to allow for water to drain out of the abandoned structure.

4) All asphalt and concrete and other pavement removed or damaged during the course of construction shall be restored to the standard of the jurisdiction having authority.

412
26 SECTION 5 – CONSTRUCTION DETAILS

Improvement p lans with proposed service locations shall be submitted to the Community Development Department for review and approval of service locations. The contractor shall install all public water system and components consistent with the Standard Specifications for Public Works Construction (SSPW) except where specified herein.

5.1 GENERAL

1) All services shall be installed at the locations as shown on the approved plans. Locations shall be in the public right-of-way at 18 inches or greater from the side property line.

2) Water service connections shall be in stalled in conformance with the water standard plates and other applicable approved drawings.

5.2 HANDLING AND LAYING PIPE

1) All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs or PVC C 900 test plugs at the end of each day ’s operation or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted.

2) At times when pipe laying is not in progress, the open ends of the pipe shall be closed by approved means, and no trench water shall be permitted to enter the pipe.

3) Whenever water is excluded from the interior of the pipe, adequate backfill sh all be deposited on the pipe to prevent floating. Any pipe that has floated shall be removed from the trench and be re-laid as directed by the engineer.

4) N
either PVC nor ductile iron pipe shall be de-f
lected vertically or horizontally in excess of
the recommendation by the manufacturer of the coupling.

5) O
nsite pipe storage shall be limited to a maximum of one week unless an exception is approved by the City.

6) Plastic caps placed over the ends of the steel pipe shall not be removed until the pipe is 413
27 ready to be placed in the trench. Plastic caps may be opened temporarily to spray water inside the pipe for moisture control.

7) Sewer and Stor m Crossings: All crossings shall meet the latest Title 22 separation requirements.

8) Casings: Casings shall be installed where dedicated on the plans by jacking or boring.

Casings shall be of smooth steel, coat tar enamel coated with diameter and cylinder thickness as shown on the plans and Standard Plate. Installations of the water main within the casing shall comply with the applicable pipe manufacturer’s recommendations.

Synthetic skids used to convey the pipe through the casing shall be sized to maintain a uniform space between the pipe and casing, which shall be sand or a material designated by the design engineer.

9) If deemed necessary to fill voids outside the casing well, holes shall be provided at 4-feet intervals, staggered longitudinally for inject ion of cement mortar grout. The ends of the casings shall be sealed with portland cement concrete or approved flexible material. If a rigid connection is made between the cas1.ng and PVC pipe, a flexible joint shall be made at a point not more than two feet from each end of the casing.

10) Pipe installed in casing an d offset shall be ductile iron. Joints shall be U S pipe TR Flex restrain joint or approved equal.

11) Offset section will include a blow-off valve and air-vac breaker.

12) Thrust blocks are required at each elbow in addition to mechanical restraint joints per standard plate.

5.3 INSTALLING VALVE AND BOXES

1) Gate Valves: All resilient gate valves shall be anchored in concrete in the manner shown on standard plate. Care shall be taken to prevent concrete from running over the valve bells against the pipe or into the bells and to keep the bonnet bolts accessible. Any concrete on the operating nut, stem packing glands, or bonnets shall be removed.

2) Butterfly Valves: All butterfly valves shall be anchored in concrete in the manner shown on standard plate. Care shall be taken to prevent the concrete from running over the valve bells against the pipe or into the bells and to keep the valve operator bolts accessible. Any concrete on the operating nut, stern spading glands, or bonnets shall be removed. 3) V alves Boxes : Valve boxes shall be installed by the contractor at each valve location. The 414
28 boxes shall be so placed that they will just cover the packing glands of the valv es and so that settlement of one and one -half inches will not bring the bottom of the boxes into contact with the valves. Boxes shall be set plumb and centered over the operating nut of the valve.

5.4 INSTALLING FIRE HYDRANTS

1) Standard Fire Hydrant : The location of hydrants shall be shown on the plans. Where hydrants are to be placed at corners, they shall be located five feet before the begi nning of the curb curve. At locations on other corners, they shall be placed as close to property lines between lots as field conditions permit, except that they shall not be within five feet of the driveway. The fire hydrant lateral shall be perpendicular to the water main.

2) T
he complete hydrant installation will include a main line MJ tee with a six -inch flanged outlet, and a six-inch flange by MJ valve. A 6-inch MJ bury with a check valve. In parkways, the bury and spool shall be set so that its flanged outlet is approximately three - i nches
above the top of the curb.

3) T
he hydrant body shall be set on the bury so that the outlets are aligned to the curb, as shown on the standard plate. Acceptable breakaway bolts shall be used with nuts on the underside of the flange. Upon completion of the installation, the hydrant shall be cleaned of all concrete, dirt, a nd debris, and all exposed iron or steel parts, including bolts, shall be painted.

5.5 THRUST BLOCKING

All fittings, hydrants, reducers, caps, and line valves subject to thrust action from line or test pressure shall be checked against thrust by “poured in place ” concrete blocks of sufficient size as determined by the engineer. Thrust blocks shall consist of concrete developing a compressive set strength 3,000 psi in 28 days, poured against undisturbed earth in such a manner that all joints are exposed.

5.6 AIR AND VACUUM VALVES

Air release and vac uum valves shall be installed where indicated on the plans and where directed by the engineer. Installation shall consist of a corporation stop, service saddle, copper tubing, curb stop, air-vac valve with return bend, and housing. Valve assembly shall be installed above ground and in accordance with standard plate.

415
29 5.7 SERVICES

1) All services, unless otherwise indicated on the plans or specified in the special conditions, of new water services from 1 to 2 inches in size shall be as shown on standard plates and shall include excavation and backfill, furnishing, installing, testing, and disinfection of service tubing, tube fittings, corporation stops, and curb or angle stops with an appropriate fitting for meter connection.

2) All services 1 to 2-inches, including the meters, shall be within the City right -of-way or easement. Services include domestic, irrigation, fire sprinkler, and any other type of water service, from the city water system to private property. Water meters 3-inches and larger shall be installed as part of the backflow devices located at a maximum distance of 5-feet from the right-of-way or within the public utilities/water easement.

3) Services shall not be installed on private property without easement of public water/utilities.

4) A backflow assembly shall be installe d on all irrigation, fire, commercial, industrial, and multi-family services. See backflow types and requirements under CROSS-CONNECTION.

Backflow assemblies shall be located 5 feet maximum from the property line or City water easement closest to the water meters.

5) Services 4-inches and larger shall include a tee , valve, thr ust block, ductile iron fittings, and cap or plug. All service runs shall be perpendicular to the main for their entire length.

6) All polyethylene services shall be perpendicular to the main, with a blue 12 gauge locating wire installed.

7) Meter boxes subject to traffic shall be traffic-rated lids.

8) If necessary, jumpers may be provided by the City as approved by the Water Manager.

9) Contractor shall have a service tapping card on file for each service.

10) The service pipe and tailpiece shall be the same size as the meter for 1 to 2-inch meters.

A 3/4-inch meter shall have 1-inch service pipe from the main.

11) The building service line after the tailpiece may be a larger pipe diameter per approved plans.
416
30 12) Service saddle shall be used for all service connections. Direct tap or other methods are not to be used unless existing pipe conditions do not allow the installation of the service saddle. In such scenario, the contractor shall submit a proposed method to the City Engineer for approval.

13) Corporation stops shall not be located within 12-inches (measured longitudinally along pipe) of each other.

14) All copper service pipes and fittings for 1.5-inch and 2-inch services shall be copper Type K sweat joint using lead-free solder. 1-inch water services shall be polyethylene pipe with pack joint style and stainless-steel inserts.

15) Services and laterals larger than 2 -inches shall be constructed using C900 PVC DR 14 or Ductile Iron Pipe with the minimum service size of 4 -inches. All services shall be tested prior to backfilling. A minimum separation of 10-feet shall be maintained between water services and sewer laterals.

5.8 EXISTING WATER SERVICES

1) Transferring Services: If an existing service meets the requirements of these specifications and is deemed acceptable by the Water Manager, it need not be renewed or replaced. It may be disconnected from the existing main and reconnec ted to the main, with all additional material and labor required furnished by the contractor unless otherwise specifically provided in special condition.

2) Replacing Services: Galvanized black iron or PVC services not meeting the requirements of these specifications or services acceptable to the Water Manager shall be replaced by new material conforming to the requirements of these specifications. Where an existing service is on f lat rate and does not include a meter, the replacement shall consist of a connection to the main (with service saddle, if required), service line, meter stops, meter, meter box, and connection to the customer’s service at property line. The contractor shall furnish all necessary labor and materials for the replacement with the approval of the City Engineer.

417
31 SECTION 6 – TESTING AND DISINFECTING WATER MAINS

The contractor shall test all newly constructed waterli nes, service lines, and appurtenant structures for pressure and leakage; all lines and structures shall be cleaned and disinfected at the contractor’s expense prior to acceptance by the City.

Testing and disinfection of water mains and appurtenances shall be per the applicable AWWA Standards except as modified herein. The contractor shall provide written approval of the Water Manager’s disinfection plan before conducting the testing and disinfection. The contractor shall coordinate with the City Inspector and establish the testing schedule before the actual time of testing and disinfection. Testing shall not commence until the City Inspector approves the schedule.

When the pressure test, leakage test, chlorination, or bacteriological and plate count tests fail to meet the requirement of the specifications, the contractor shall, at his/her own expense, make the necessary repairs, replacements, or repetition of procedures to conform to the specified requirements. The contractor shall correct all defects in workmanship or materials that become evident by inspection or testing at any time during the work. The contractor shall perform all testing and disinfection after the complete installation and compaction of all underground utilities.

The contractor shall provide city- approved backflow prevention assemblies and a temporary hydrant meter or construction meter to account for water usage prior to the commencement of any procedure(s) hereinafter.

6.1 PRESSURE TESTING

Hydrostatic testing aims to test for the ability of the water system to withstand required pressure and to ensure the pipeline does not leak. Hydrostatic tests shall be conducted in accordance with the following:

418
32 Hydrostatic Testing Criteria
Pipe Material Criteria
Steel AWWA Manual of Water Supply Practices M11, Steel
Pipe - A Guide for Design and Installation.

Polyvinyl Chloride (PVC)
AWWA Manual of Water Supply Practices M23, PVC
Pipe-Design, and Installation, and ANSI/AWWA Standard
C605; Underground Installation of Polyvinyl Chloride
(PVC) Pressure Pipe and Fittings for Water.

Ductile Iron (DI)
AWWA Manual of Water Supply Practices M41, Ductile -
Iron Pipe, and Fittings. ANSI/AWWA Standard C600;
Installation of Ductile - Iron Water Mains and Their
Appurtenances.

1) All water mains and appurtenances shall be tested as described herein; the pressure test shall not be performed until the following conditions have been met:

• In areas where a pavement surfacing is to be constructed, the pressure test shall be performed only after other utilities such as storm drains and sanitary sewers have been installed;

• Subgrade materials of the portion of the pavement area have been constructed to proper grade, and all compaction tests, including tests for water trenches, have been approved by the City;

• All services, fire hydrants, meter boxes, and other appurtenances have been installed and adjusted to final grade and location;

• All concrete anchor and thrust blocks shall have cured at least three (3) days;

2) A blind flange or other approved mechanical separation shall be provided between the backflow pr evention assemblies and pipe sections undergoing pressure to prevent pressure from being exerted against the backflow prevention assembly check valves.

3) All air shall be purged from the pipeline before checking for leaks or performing pressure tests on the system. To accomplish this, if air valves or other outlets are not available at high points, taps shall be made to expel the air, and these taps shall be tightly plugged after testing.
419
33 4) The maximum length of pipe to be included in any one test shall be not more than 2,500 feet or the distance between valves, whichever is less. The contractor shall provide suitable test bulkheads, blocking, and fittings to permit such sectionalizing.

5) Pressurization:

a. After the pipeline has been filled and allowed to sit a minimum of 48 hours (72 hours for mortar-lined pipelines), the pressure in the pipeline shall then be pumped up to the specified test pressure.

b. If a large quantity of water is required to increase t he pressure during testing, entrapped air, leakage at joints, or a broken pipe may be suspected. TESTS SHOULD BE DISCONTINUED until the source of trouble is identified and corrected.

c. Field Test Pressure: Unless otherwise specified, the pipeline shall be s ubjected to a field hydrostatic pressure of 200 psi pressure for a minimum period of 15 minutes and 4 hours at 150 psi.

6) Allowable Leakage Pipelines of Diameter 10-inches and Under:

a. When the test pressure has been reached, pumping shall be discontinued until the pressure in the line has dropped 5 psi, at which time the pressure shall again be pumped up to the specified test pressure. This procedure shall be repeated until four hours have elapsed from the time the specified test pressure was first applied. At the end of the four-hour period, the pressure shall be pumped up to the test pressure for the last time.

b. The leakage shall be considered as the total amount of water pumped into the pipeline during the four-hour period, including the amount required to reach the test pressure for the final time . The following table indicates the leakage allowance for various sizes of pipe and test pressures:

420
34 Allowable Leakage Gallons per Hour
(per 100 ft of Pipe)
Diameter Test Pressure
150 psi
Test Pressure
200 psi
4” 0.033 0.038
6” 0.050 0.057
8” 0.066 0.760
10” 0.083 0.096
12” 0.099 0.115
14” 0.115 0.134
16” 0.132 0.153
18” 0.149 0.172

7) Note the allowable leakage rate for pipeline sections with flanged, welded, and/or grooved-end joints shall show zero.

8) Repetition of Test: If the actual leakage exceeds the allowable, the faulty work shall be located and corrected, and the test shall be repeated. The work shall be restored, and all damage resulting from leaks repaired. All visible leakage shall be eliminated.

9) Bulkhead and Test Facility Removal: After a satisfactory test, the water shall be drained, test bulkheads and other test facilities removed, pipe coatings restored, and the s ection of pipe shall be connected to the adjacent piping.

6.2 FLUSHING

1) Newly constructed water mains shall be flushed with potable water before disinfection.

The primary purpose of flushing is to remove the sediments and miscellaneous products of construction. Included shall be service lines, fire hydrants, valves, and all other accessories.

2) The contractor shall provide a sufficient number of suitable outlets at the end(s) of the line(s) being sterilized, in addition to those required by the plans, to permit the main to be flushed with water at a velocity of at least 2.5-feet per second over its entire length.

421
35 Minimum Flushing Flow Rate for Velocity of 2.5 (fps)

Nominal Inside Diameter
Inches
Minimum Flushing Flow
Gallons Per Min
Minimum Blow-off Size
Inches
4 100 1
6 220 1.5
8 390 2
10 610 2.5
12 880 3
14 1200 3.5
16 1565 3.5
18 1980 4

3) Flushing shall not be a substitute for preventive measures. If the C ity Inspector observes dirt in the pipe, the interior of the pipe shall be cleaned and swabbed as necessary with a

12.5% hypochlorite disinfecting solution and may require additional bacteria samples.

4) The contractor shall remove the flushing water or the chlorinated water from the project area. The c ontractor shall be responsible for any damage resulting from flushing operations.

5) The contractor shall obtain a wastewater discharge permit from the Environmental Compliance Division before discharging to the public sewer system. The contractor shall ensure that the flushed water has a residual chlorine content that does not exceed 0.10 mg/L.

6.3 DISINFECTION

1) All newly constructed water mains and appurtenances shall be disinfected following AWWAC-651, Disinfecting Water Mains, except as modified herein. Disinfection shall be performed after the pressure and leakage tests have been performed by the contractor and accepted by the City.

422
36 2) Chlorine used for disinfection must be a liquid chlorine solution. The liquid chlorine and sodium salts, making up the sodium hypochlorite solution (sodium hypochlorite less than or equal to 15%; typically 12.5%), shall be fed directly into the water main pipe. NSF/ANSI 61 sodium hypochlorite shall be approved for potable water use. The contractor shall follow the safe handling practices outlined in AWWA M20 - Water Chlorination/ Chlorination Practices.

3) The chlorine solution shall be used using the continuous feed method as outlined in sub- section 5.2 of AWWAC- 651-05 except when modified by the Water Manager. Water dosed with chlorine is fed into the line at a constant rate such that the chlorine concentration of the water in the pipe is maintained at a minimum of 50 mg/L and a maximum of 150 mg/L available chlorine. The chlorine application shall not cease until the entire main is filled with the chlorine solution, and all valves and hydrants shall be operated to disinfect the appurtenances.

4) The chlorinated water shall then be retained in the main for a minimum 24 -hour period.

At the end of the 24 hours, the chlorine residual shall be no less than 25 mg/L throughout the main.

5) After the applicable retention period, the heavily chlorinated water shall be flushed from the main until the chlorine residual in the water leaving the main is no higher than that in the generally prevailing distribution system.

6.4 BACTERIOLOGICAL TESTS

1) After final flushing and be fore the main is placed into service, a sample or samples shall be collected and tested for bacteriologic quality and shall show the absence of coliform organisms. All bacteriologic testing shall be performed by a State/County certified testing facility.

2) If the initial disinfection fails to produce satisfactory samples, or in the case of pressure breaks during hydrostatic testing, complete flushing , and disinfection shall be repeated until satisfactory results are obtained. When all procedures are complete , and the samples are determined to be satisfactory, the City will approve the main being placed into service.

3) The contractor shall be solely responsible for constructing a water main that passes the pressure and leakage test an d complies with the disinfection requirements specified herein. The fact that the City provides inspections during the construction and testing of 423
37 the water facilities and receives laboratory test results shall not relieve the contractor’s responsibility in this regard.

4) It is the contractor’s responsibility to prevent the consumption or use of water from un - disinfected mains, whether by the workers, subcontractors, or any other person to come into contact with the un-disinfected water. The contractor shall indemnify and hold harmless the City, its officers, agents, and employees from any and all claims, suits, or actions of every name, kind, or description, brought by any person or persons for or on account of any injury, sickness or death of any person, including the contractor, sustained or arising out of the consumption of water from the main until final acceptance by the City.

6.5 CONNECTIONS TO EXISTING WATER MAIN LINES

1) Under no circumst ances shall a connection be made permanent or otherwise, between any existing water main, hydrant, or other source to any unapproved contractor-installed water main, regardless of size.

2) The contractor shall make no permanent connection between any contractor -installed water main and existing water mains except for wet-tapped water services. All wet taps require full-time City inspection. Wet-tapped connections with mechanical joint tapping sleeves shall be cleaned and disinfected following AWWAC-651. The work shall include treating the trench with a hypo chlorite solution, as deemed necessary by the City Inspector; thoroughly cleaning the main to be tapped and the interiors of the sleeve and tapping gate; and swabbing the tapping sleeve interior with a 12.5% hypochlorite solution.

3) Water required for the initial filling, pressure testing, leakage testing, flushing, and chlorination may be obtained from an existing main through the public fire hydrant by use of a C ity-issued temporary hydrant meter. The temporary hydrant meter shall measure all water usage. The contractor shall supply a City-approved backflow prevention assembly prior to water usage.

4) The contractor shall pay a deposit, fees, and water usage charges for the temporary hydrant meter.

424
38 SECTION 7 – CROSS-CONNECTION BACKFLOW

The water supplier shall protect the public water supply from contamination by implementing a Cross-Connection Control program. The purpose of this s ection is to protect the public water supply against actual or potential cr oss-connections by isolating the water within the premise.

Contamination or pollution may occur because of some undiscovered or unauthorized cross - connection on the premises. Minimum cross-connection/backflow protection requirements are contained in Title 17 of the California Administration Code, USC Foundation for Cross-Connection Control and Hydraulic Research M anual of Cross -Connection latest edition, and Chapter 33 Article 4 of the City Code.

7.1 TYPES OF BACKFLOW PREVENTERS:

1) Air-gap Separation: An air- gap separation shall be located as close as practical to t he user’s connection, and all piping between the user ’s connection and the receiving tank shall be entirely visible unless otherwise approved in writing by the water supplier and the health agency.

2) Double-Check Valve Assembly: A double-check valve assembly shall be located as close as practical to the user’s connection and shall be installed above grade, if possible, an d in a manner where it is readily accessible for testing and maintenance.

3) Reduced Pressure Principle Backflow Prevention Device: A reduced pressure principle backflow prevention device shall be located as close as practical to the user’s connection and shall be installed a minimum of 12 inches above grade and not more than 36 inches above grade measured from the bottom of the device and with a minimum of 12-inches side clearance.

4) Non-approved Backflow Devices: Pressure vacuum breakers (PVB) and atmospheric vacuum breakers (AVB) are not approved for use at user’s connections.

5) Location, size, and type of backflow prevention shall be approved by the City Engineer.

Protection shall be as close to the service connection as practical, with a maximum of 5- feet from the street right-of-way and within three feet of the side property line.

425
39 6) Service types requiring backflow prevention include:

• Multi-family (apartment complexes)
• Commercial and industrial services
• Irrigation services (except for single-family)
• Restaurant services
• Fire sprinkler system and service

Services not listed above may require backflow devices and shall be determined on a case- by-case basis.

7) All backflow preventers shall be visible from the public right -of-way to allow visual inspection and access at all times. If at any time visual inspection or access is obstructed by fences or any other obstruction, water service will be discontinued per Ci ty Code, Chapter 33.

7.2 SERVICE PIPING

The service pipe from the city water meter to the backflow preventer shall be:

1) Pipe and fittings smaller than 2 -inches in diameter shall be brass /Type K Hard Copper .

Short threaded nipples and brass pipe shall conform to ASTM B 43, regular wall thickness, except that nipples and pipe of sizes 1-inch and smaller shall be extra strong. Threads shall conform to ANSI B1.20.1. Brass material shall be lead -free certified and conform to ANSI/AWWA Standard C800.

2) Pipe and fittings for 3 -inch diameter and larger backflow prevention assemblies shall be double cement mortar ductile iron pipe.

7.3 INSPECTIONS AND TESTING

1) All backflow preventers shall be tested by the City Cross-Connection Control personnel.

2) Water service to unapproved devices or installations will be discontinued until the device or installation is approved.

426
40 7.4 FIRE SPRINKLER SYSTEMS:

1) All fire sprinkler systems are required to have a doub le check-detector valve assembly and a Fire Department connection.

2) Bypass meter type and manufacturer shall be approved by the Water Division.

3) Installation shall be at the location shown on plans. Other details refer to standard plates.

427
41 SECTION 8 – RECYCLED WATER IDENTIFICATION

8.1 RECYCLED WATER IDENTIFICATION

1) For buried PVC pipe carrying recycled water:

a. Purple-colored pipe marked with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK” on opposite sides of the pipe. Lettering shall be a minimum of ½-inch high black letters and shall be repeated every 12-inches. b. Purple identification tape with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK” may be attached directly to the top of the pipe with plastic adhesive tape. c. Encase PVC pipe with purple-colored polyethylene encasement with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK.”

2) For buried Ductile Iron and Copper Pipe:

a. Attach purple-colored identification tape with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK” directly to the top of the ductile iron and polyethylene encasement and copper pipe with plastic adhesive tape.

b. Encase ductile iron pipe with purple -colored polyethylene encasement with the wording “CAUTION: RECYCLED WATER, DO NOT DRINK”.

3) Warning Materials, Signs and Labels: Warning and locator tape shall be as supplied by T.

Christy Enterprises, Inc. (714/507 -3300); Griffolyn Co., Inc. (800/213- 6074); Terra Tape, Division of Reef Industries (800/231-2417); or equal.

4) The City requires warning labels on all appurtenances in vaults, such as air release valves, blow-offs, and meters, and on designated facilities, such as, but not limited to, pressure - reducing valves, above-ground valves, and controller panels.

5) Each and every pipe shall be identified with a painted label. In a fenced area, at least one sign shall be posted on the fence , which can be readily seen by all operations personnel using the facilities.

6) Warning tags shall be inert plastic film or polyurethane formulated explicitly for prolonged exposure. The warning tag shall incorporate an integral attachment neck and reinforced attachment hole. The size of the tag shall be 3-inch by 4-inch with a minimum thickness of 10 mils.

428
42 7) Warning tags shall be attached with heavy -duty nylon fasteners. The size, type of label , and location will be dictated by each individual application and will be subject to acceptance by the City’s Representative. The minimum size shall be 0.5-inch letters.

8) Recycled water warning tags shall be prepared on purple field, and shall have the words:
“CAUTION: RECYCLED WATER – DO NOT DRINK” printed on the field in black letters.

Minimum letter height shall be 0.25-inches.

9) Warning labels shall be a minimum 3.5 mil flexible vinyl base with a permanent acrylic adhesive backing on a 90# stayflat liner. Both the background and legend are printed with UV-cured vinyl ink. The entire decal shall be clear flood -printed for superior weathering and UV protection. The size shall be 3.5-inch by 4.3-inch for controllers, 2.5-inch by 8.25- inch for pumping equipment, and 1.25-inch by 5.75-inch for potable water decals.

10) In all cases, the warning labels must be approved prior to installation. Failure to receive prior approval may result in the contractor removing and providing appr oved replacement(s). All costs shall be borne by the contractor for the replacements.

429
43 SECTION 9 – STORMWATER POLLUTION PREVENTION

The contractor shall use appropriate Best Management Practices (BMPs) to reduce construction- related impacts and control runoffs to protect channels, storm drains, and bodies of water from pollution.

9.1 POLLUTION PREVENTION PLANS

1) For projects that disturb less than one (1) acre of land, the contractor shall prepare a site- specific Local Storm Water Pollution Control Plan (SWCP).

2) For projects that disturb one (1) acre of soil or more, the Developer or Contractor shall prepare a site -specific Stormw ater Pollution Prevention Plan ( SWPPP) per the latest applicable Construction Stormwater General Permit Order.

3) Disposal of construction water from operations such as groundwater dewatering and water used for testing, disinfecting, and flushing pipelines i s not part of the work under this section.

9.2 DEWATERING

1) The contractor shall not be authorized to discharge groundwater, pipeline dewatering, or water for pressure testing or flushing to the storm drain without obtaining a General Water Discharge Permit for Groundwater Remediation and Dewatering Waste Discharges from the Regional Water Quality Control Board. The contractor will be required to obtain and pay for any NPDES permit required for the temporary dewatering and surface drainage control discharges to a storm drain facility.

2) The NPDES permit shall be prominently displayed on the site prior to constructing dewatering and surface water discharge operations. If the c ontractor is under contract with the City, not for a developer, and has been granted prior approval, they can work under the City’s NPDES Permit. The contractor shall notify the Water Division of the dewatering activities two working days prior to commencing the activity.

3) All water discharged from the temporary dewatering and surface control shall be disposed of in accordance with project permits. Dewatering of non- contaminated or contaminated groundwater via surface erosion is prohibited.

4) Excavations for foundations and structures shall be maintained in the dry for a minimum 430
44 of four (4) days after concrete placement. In no event shall water be allowed to enter an excavation and rise to cause unbalanced pressure on foundations and structures until the concrete and mortar have set at least 24 hours.

5) Dewatering and surface water co ntrol operations shall at all times be conducted in such a manner as to preserve the natural undisturbed bearing capacity of the subgrade at the bottom of the excavation. If the subgrade becomes disturbed for any reason, the unsuitable subgrade material shall be removed and replaced with compacted granular fill or other approved material to restore the bearing capacity of the subgrade to its original undisturbed condition.

6) Dewatering and surface water control operations shall be conducted in a manner that does not cause loss of ground or disturbance to the pipe bedding or soil that supports overlying or adjacent structures.

7) At the contractor’s sole expense and to the owner and/or the City’s satisfaction, the contractor shall repair and make good all d amage or settlement to the foundation or other portion of any new or any existing facilities or structures caused by permanent or temporary failure or operation of the dewatering or by failure to maintain the existing groundwater level outside the dewatering areas.

431
SHEET OFW-021 REV. BY DATEDRAWN.APPROVED:MORGAN KESSLER, PE, CITY ENGINEERCKD.

STANDARD PLATE2025 GENERAL NOTES
“”
’ “” “” ’
’
TPC
432
STANDARD PLATE2025SHEET OFW-022 REV. BY DATEDRAWN.APPROVED:CKD.GENERAL NOTESTPCMORGAN KESSLER, PE, CITY ENGINEER 433
SHEET OFW-111 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 FIRE HYDRANTTPCMORGAN KESSLER, PE, CITY ENGINEER 434

STANDARD PLATE
SHEET OFW-211 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 FIRE HYDRANT BOLLARDSTPCMORGAN KESSLER, PE, CITY ENGINEER 435
SHEET OFW-321 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 GATE VALVE INSTALLATIONTPCMORGAN KESSLER, PE, CITY ENGINEER 436
SHEET OFW-322 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 GATE VALVE INSTALLATIONMORGAN KESSLER, PE, CITY ENGINEER 437
SHEET OFW-411 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 2-INCH COPPER WATER SERVICETPCMORGAN KESSLER, PE, CITY ENGINEER(FOR 1.5-INCH AND 2-INCH METERS) 438
SHEET OFW-511 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 1-INCH POLYETHYLENE WATER SERVICETPCMORGAN KESSLER, PE, CITY ENGINEER(FOR 3/4-INCH AND 1-INCH METERS) 439
SHEET OFW-711 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 BLOW-OFF VALVE INSTALLATIONTPCMORGAN KESSLER, PE, CITY ENGINEER 440
SHEET OFW-811 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 COMBINATION AIR-VAC VALVE TPCMORGAN KESSLER, PE, CITY ENGINEER 441
SHEET OFW-911 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 2-INCH AND SMALLER WATER AND BACKFLOWTPCMORGAN KESSLER, PE, CITY ENGINEER 442
SHEET OFW-1011 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 3" & LARGER WATER METER AND BACKFLOWTPCMORGAN KESSLER, PE, CITY ENGINEER 443
2-INCH FIRE BACKFLOWSHEET OFW-1111 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 TPCMORGAN KESSLER, PE, CITY ENGINEER 444
3-INCH & LARGER FIRE BACKFLOWSHEET OFW-1211 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 TPCMORGAN KESSLER, PE, CITY ENGINEER 445
WATER MAIN CROSSINGSSHEET OFW-1311 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 TPCMORGAN KESSLER, PE, CITY ENGINEER 446
SHEET OFW-1411 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 FIRE HYDRANT AIR-GAP METHODTPCMORGAN KESSLER, PE, CITY ENGINEER 447
SHEET OFW-1511 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 WATER SAMPLING STATIONTPCMORGAN KESSLER, PE, CITY ENGINEER 448
SHEET OFW-1811 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 METER BOX AT BEACH TRACTSTPCMORGAN KESSLER, PE, CITY ENGINEER 449
SHEET OFW-2021 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 CONCRETE THRUST BLOCKINGTPCMORGAN KESSLER, PE, CITY ENGINEER 450
SHEET OFW-2022 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 CONCRETE THRUST BLOCKINGTPCMORGAN KESSLER, PE, CITY ENGINEER 451
SHEET OFW-2111 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 STANDARD TRENCH TPCMORGAN KESSLER, PE, CITY ENGINEER 452
SHEET OFW-2211 REV. BY DATEDRAWN.APPROVED:CKD.

STANDARD PLATE2025 RESIDENTIAL FIRE LINE SERVICETPCMORGAN KESSLER, PE, CITY ENGINEER 453

STANDARD PLATES AND DESIGN CRITERIA

FOR PUBLIC WORKS CONSTRUCTION

2002 EDITION
(UPDATED 2025)

CITY COUNCIL RESOLUTION NO. XXX
454
2002 STANDARD PLATES AND DESIGN CRITIERA

REVISION TRACKER

DATE PLATE DESCRIPTION
XX All
City Council Resolution XXX approving the update and removing water system standards from the 2002 Standard Plates and Design Criteria, and creating it as a standalone document.

455

TABLE OF CONTENTS

SECTIONI

GENERAL REQUIREMENTS

PLATE SECTION
1 10
1 11
~
2 12
4 13
;
8 14
8 15
~
10 20
10 -1
10 -2
11 -3

GENERAL ROAD DESIGN GOALS AND PROCEDURES
GRADES

GEOMETRIC DESIGN STANDARDS

ASPHALT CONCRETE PAVEMENT DESIGN

INTERSECTION

MATERIAL TESTING

GENERAL STREET LIGHTING, TRAFFIC SIGNALS, TRANSIT

STREET LIGHTING GUIDELINES

TRAFFIC SIGNALS

TRANSIT FACILITIES
12 30 GENERAL WATER SYSTEM DESIGN GOALS AND PROCEDURES
22 31 FlRE HYDRANTS
25 32 SERVICE MATERIAL
27 33 MISCELLANEOUS MATERIALS
~ 34
35 ; 29 36 CONSTRUCTION DETAlL
38 37 TESTING & INSTALLATION
~ 39 38 EASEMENTS
39 39 CROSS - CONNECnON BACKFLOW
STANDARO PlAN
2002
SHEET O.

PLATE iDRAWN: STAFF ICKD.: STAFFf,"~ { ~ -' .... A. ~
Dep8.rtment 01 Public Works APPR. Granville M. awmon
~ TABLE OF CONTENTS.....
456

PLATE SECTION
40 40 GENERAL SEWER SYSTEM DESIGN GOALS AND PROCEDURES
42 41 DESIGN CRITERIA
46 42 GENERAL REQUIREMENTS
47 43 SEWER LOCATION
48 44 ALIGNMENT
49 45 DEPTH OF SEWERS
49 46 STRUCTURES
52 47 STRUCTURAL
~ 52 48 FORCE MAINS AND LIFT STATIONS
53 49 WATER-SEWER SEPARATION - HEALTH REQUIREMENTS
¡
~ 54 50 GENERAL DRAINAGE DESIGN GOALS AND PROCEDURES
55 51 STREET DRAINAGE CRITERIA
57 52 MODIFIED RATIONAL FORMULA - COOK'S METHOD
59 53 MODIFIED COOK'S - HYDROLOGIC CALCULATIONS
60 54 MODIFIED RATIONAL FORMULA - "c" FACTORS
61 -- FREQUENCY FACTORS, RAINF ALL INTENSITY FACTORS AND

SHAPE CORRECTION FACTORS
62 -- AREA - RUNOFF - "c" FA CTORS (CURVE NO. ) - GRAPH. ~

ITY OF TABLE OF CONTENTS
ILD~RA~W~N-,-:;;;;;S;.;TA"""F=F=-~IC~KD!d.:.'i..,;;;:;;;;;S;.;TA"""F~PI¿::,:,~ /I.A. I - , lA~I:A~nrJX.~~---
~ Departm en t 01 Public W'orks APPR. -G=-:;--n~=i·lIe-..,M-:-•...,-=-Bo-wm-o.,-~---

STANDARD PLAN
2002
PLATE ii

SHEET OF
457
I
;
I
s
; I
ti
• .J
PLATE
100
101
102
103
104
105
106
107
108
109
110
111
& 112
113
& 114
115
116
117
118
119
120
121
122
123
124 ..

SECTION II

STREET IMPROVEMENTS
TITLE

RESIDENTIAL STREET

NOTUSED

ARTERIAL ROADWAY

NOTUSED

RESIDENTIAL SERVICE ROAD BULB CONNECTION
INDUSTRIAL SERVICE ROAD BULB CONNECnON

NOTUSED

RESIDENTIAL CUL-DE-SAC (PADDLE TYPE)

INDUSTRIAL CUL-DE-SAC

KNUCKLE INTERSECTION

CURERAMP
CONC. CURE, CURB AND GUTTER, A.C. BERM

CONCRETE SIDEWALK (WEAKENED PLANE JOINTS,

EXPANSION JOINTS, ANO SCORING LINES - TYPICAL SPACING)

CURE AND SIDEWALK JOINTS

CROSS GUTTER & SPANDREL
DRlVEWAY

COMMERCIAL AND INDUSTRIAL DRIVEWAYS
RlBDON GUTTER

NOTUSED

NOTUSED

UNDERGROUND UTILITIES LOCATED INSTREET

UNDERGROUND UTILITIES LOCATED IN ARTERIAL

SIDEWALK DRAIN PIPE

NOTUSED

PARKWAY DRAIN

TABLE OF CONTENTS
WN:STAFF CK .: STAFF
DeparbntJrJt 0:1 PubJic "orlC8, APPR.

Sl"MONIl PlAN
2002
PLATE ¡¡¡

SHEET OF
458
125 BARRICADE
126 INTERSECTION AND LEFT TURN POCKET
127 MEDIAN ENDS DETAlL
128 STAMPED CONCRETE MEDIAN DETAlL

SECTION III

TRAFFIC SYSTEM IMPROVEMENTS

PLATE TITLE
200 BUS TURNOUT-FORSTREETW/OPARKINGLANE
~ 201 BUS TURNOUT - FOR STREET WITH PARKING LANE
¡
202 BLUE REFLECTIVE PAVEMENT MARKERS
203 TRAFFIC CONTROL SIGNS
~
204 SIGN POSITION AND PLACEMENT
205 STREET NAME SIGN
& 206 OVERHEAD & ADVANCE STREET NAME SIGN
& 207 WAYFINDING SIGN
& 208 DOWNTOWN SIGNAGE

SECTIONIV
111
al....o
WATER SYSTEM IMPROVEMENTSa::
oc:o:;¡
'6 PLATE TITLE~
~
tO 300 DETAILS FOR FlRE HYDRANT INSTALLA TIONo
O>
¡'"
301 TYPICAL BARRICADES FOR FlRE HYDRANT PROTECTION
ro
::l 302 VALVE ANCHOR
o...J
303 VALVE BOX INSTALLATION
~ ~ 304 STANDARD II/i ,-2" COPPER SERVICE INSTALLATION
STANDARD PlAN
2002TABLE OF CONTENTS
DRAWN: A. ROQUE CKD.: L. 8.4 PLATE iv
Department of PubJic 1'forks APPR. L BOlderr~O' ~:~ SHEET OF 459
&305 STANDARD 1" POLYETHYLENE (P.E.) SERVICE INSTALLATION &306 GROUPED METER BOXES
&307 BLOWOFF INSTALLATION
308 COMBINA TION AIR - YAC VALVE INSTALLA TION
309 TYPICAL BACKFLOW PREVENTON DEVICE INSTALLA TION
310 3" & LARGER WATER SERVICE AND METER INSTALLA TION
311 TYPICAL FIRE UNE INSTALLATION
312 RELOCTION OF WATER MAIN AND PIRE HYDRANT

LATERAL S - CONDITION I
313 RELOCA TION OF WATER MAIN AND FIRE HYDRANT LATERALS ~ CONDITION II
314 FIRE HYDRANT CONNECTIONS AIR GAP METHOD
; 315 WATER SAMPUNG STATION
316 PROPOSED FENCING AROUND FIRE HYDRANTS & WATER METERS ~ 317 3" & LARGER IRRIGATION WATER SERVICE AND METERINSTALLATION 318 METER BOX INSTALLATION AT BEACH TRACTS
319 NOTUSED
320 THRUST BLOCKING
321 NOTUSED
.2: 322 RESIDENTIAL FIRE UNE SERVICE
Ql
+J
o
a:::

Eo
SECTIONV...-"Ql
> SEWER SYSTEM IMPROVEMENTSo
:::iE
~
ID
o
PLATEal TITLE
;
N
tri 400 PRE-CAST CONCRETE MANHOLE
::l
.3 401 MODIFYING EXISTING MANHOLES
~ ~ 402 CHIMNEYS
403 BLANKET PROTECTION FOR PIPES

TABLE OF CONTENTS
DRAWN: A. ROQUE CKD.: L. B. ~~
DepBrtment 01 Public W'orks APPR. lo QlderrQ~ C~

STANDARD PLAN
2002

PLATE V

SHEET OF
460
&404 SUPPORT FOR CONDUITS ACROSS TRENCHES
&40S HOUSE CONNECTION (6" & BELOW)
&406 STEEP SERVICE LATERAL
407 TERMINAL CLEANOUT
408 SHALLOW MANHOLE
409 HOUSE CONNECTION REMODELING
410 INDUSTRIAL WASTE FLOW MONITORING VAULT
411 DROP MANHOLE
412 MANHOLE FRAME AND COVER
413 SAMPLEWELL
~
414 NOTUSED
41S GREASE INTERCEPTOR - INTERNAL PLUMBING CONFIGURATION ;
416 GRAVITY SEPARA TOR - INTERNAL PLUMBLING CONFIGURA TION ~ SECTIONVI

DRAINAGE SYSTEM IMPROVEMENTS

PLATE TITLE

SOO NOTUSED
> SOl CURB OPENING CATCH BASIN
Q)
.... S02 CURB OPENING CATCH BASIN WITH GRATING(S)o
a:

E S03 CURBSIDE GRATING CATCH BASINoLo....
"O S04 GRATING CATCH BASIN - ALLEY (LONGITUDINAL)
Q)
> SOS GRATING CATCH BASIN - ALLEY (TRANSVERSE)o
:::!:
~
tO S06 DETAlL OF CATCH BASIN OPENINGo
m
C".I S07 CATCH BASIN REINFORCEMENT
;ro S08 MONOLITHIC CATCH BASIN CONNECTION
:::;l
.3 S09 LOCAL DEPRESSION FOR SIDE OPENING CATCH BASIN
~ ~ SIO CATCH BASIN MANHOLE FRAME AND COVER
SIl BICYCLE PROOF GRATE DETAlL S

TABLE OF CONTENTS

STANDARD PLAN
2002
PLATE .

DRAWN: A. ROQUE CKD.: L. B. VI
Department 0.1 PubJic W'orks SHEET OF
461
&512
&513
&514
515
516
517
518
519
520
521
522
523
524
525

CONCRETE COLLAR
MANHOLE NO. 1
MANHOLE NO. 2
MANHOLE NO. 3

CONCRETE RINGS, REDUCER FOR MANHOLE SHAFT

MANHOLEFRAMEANDCOVER

NOTUSED

NOTUSED

WINDOW DETAILS FOR MULTIPLE BOX SECTION
JUNCTION STRUCTURE NO. 1
JUNCTION STRUCTURE NO. 2
JUNCTION STRUCTURE NO. 3
JUNCTION STRUCTURE NO. 4
JUNCTION STRUCTURE NO. 5
526 NOTUSED
528 TRENCH WIDTH AND LOAD FACTOR
529 REINFORCED CONCRETE PIPE CHART
530 "D" LOAD TABLE FOR DESIGN OF REINFORCED CONCRETE PIPE 531 TRANSITION STRUCTURE NO. 1 (PIPE TO BOX)
532 TRANSITION STRUCTURE NO. 2 (SINGLE BOX TO SINGLE BOX) 533 TRANSITION STRUCTURE NO. 3 (SINGLE BOX TO BOUBLE BOX) 534 TRANSITION STRUCTURE NO. 4 (DOUBLE BOX TO DOUBLE BOX) 535 TRANSITION STRUCTURE NO. 5 (DOUBLE BOX TO TRIPLE BOX) 536 TRANSITION STRUCTURE NO. 6 (TRIPLE BOX TO TRIPLE BOX) .:;;
Q)...,
o
a::

Eo
~
....
-o
Q)
>o
::::!:
~
ID
o
O)
;
N
ro
;:,
O...J
~ <EJ
527
PLATE
600

NOTUSED

SECTIONVII

MISCELLANEOUS
TITLE

RETAINING WALL
I-D-RA- W-N-:A":"".-=R::":O:":'a':"':':UE=-"T-CK-D-.:-:"L-.'="B.-----,--~--f-,~--,.-"Jt'~--//-:;-/::/-'"":"'"---IPLATE vii Department O/ PubJic W'orks APPR. ~neer SHEET OF

TABLE OF CONTENTS
STANDARD PlAN
2002
462
.& 601
.& 602
603
604
605
606
607
608
609
~ 610
;
611
612
~ 613
';>
Q)
-+.J
o
a::

Eo...-"U
Q)
>o
::::!:
~
tD
o
O>
;
N
a:i
::J
-9
~ <El

STANDARD LOT DRAINAOE

STANDARD TRENCH BACKFILL REQUIRMENT

NOTUSED

PARALLEL REFUSE CONTAINER ENCLOSURE WITH SIDE ENTRANCE

PARALLEL REFUSE CONTAINER ENCLOSURE WITHOUT SIDE

ENTRANCE

PERPENDICULAR REFUSE CONTAINER ENCLOSURE WITHOUT SIDE

ENTRANCE
30 y ARD REFUSE CONTAINER ENCLOSURE
DECKlFENCE CONSTRUCTION OVER OR NEAR BULKHEAD WALL

SURVEY MONUMENT

PARALLEL DOCK AND PILINO LOCATIONS

PERPENDICULAR DOCK AND PILINO LOCATIONS

PAINTED CURB HOUSE NUMBERS

STANDARD CHAIN LINK FENCE
DRAWN: A. ROQUE CKD.: L. B. . / // PLATE viii
Denartment of PubJic W'orks APPR. L- ..-flf~:r L. olderromo. Cit En ineer SHEET Of

TABLE OF CONTENTS
STANDARD PlAN
2002
463
10 GENERAL ROAD DESIGN GOALS AND PROCEDURES

10 -1 All streets and roadways to be build within and made part of. the City road system shall be designed to conform to these standards.

Where standards are not definitive , design shall conform to good engineering practice approved by the Director of Public Works.

The Caltrans Design Manuals generally provide guidance in good engineering practice " of road design.

10 - 2 The Public Works Director may issue , modify , revise or cancel standards showing engineering and construction details for roadways and other construction.
10 - 3
10 - 4
Deviations from Right-of-Way and improvements of these standards shall be allowed only with the approval of the Public Works Director.

Deviation from the technical requirements of the standards may be granted by the Public Works Director. Any request for deviation from the requirements of the standards must be accompanied by sufficient supporting data . The applicant requesting the deviations shall provide the supporting data well in advance and obtain the approval prior to utilizing the proposed deviation in his design.

Turning lanes at intersections and bicycle lanes may require Right - of - Way and improvement widths greater than those shown on the 100 - series standards.
10 - 5 Design loading for box culverts and bridges on all roadways shall be AASHTO H-20.
10 - 6 Vertical clearance on all roadways shall be 15' minimum . 10 - 7 Sight distance on all curvili near roads shall be per Table-1. 11 GRADES
II - 1 LONGITUDINAL GRADE
All streets and roadways shall have minimum grade of 0.40% on straight reach. On curved alignment, minimum grade of 0.40% is required on outer radius of the curve. This will entail steeper grades along centerline.
- 1.1 Minimum grade of cross-gutter and spandrel) flow line shall be 0.50% This grade will be required on centerline of the street parallel to the cross-gutter . Cross fall should not be adjusted to accomplish the required grades.
11 - 1.2 Minimum grade across " Knuckle " is 0.40% along outer curb.

This will require steeper grades along centerline and inner curb II - 1.3 Minimum grade on flowline of a cut-de-sac shall be 0.40%.

Adjust the centerline grade such that cross - fall ranges between

1.6% minimum and 3.6% maximum.

GENERAL REQUIREMENTS - STREETS
,DRAWN:. SOHER ICKO.
,Public Works iepartment

STANDARD PLAN
PLATE 1
SHEET OF

CITY OF
ar ch
464
II - 2 TRANSVERSE GRADE=
More commonly known as cross fall shall be not less than 1.6% - Preferrable value of the cross fall is 2.0% . It shall not be more than 3.6% unless approval of higher value is granted by the Public Works Director.
11 - 3 GRADE BREAKS=
Grade breaks on all streets and roadways shall be limited to 0.5% maximum. Where grade differencial is greater than 0.5% vertical curve shall be required per table -2, section 12 - 2. A maximum of. 1.0%. grade break is allowed on curb-returns before a vertical curve is required. For the ease of plan-checking show your grade break points on profile. Also show tangent grades in parentheses when actual finish surface profile is a vertical curve. Grade breaks must not be closer together than the length of vertical curve for grade changes of 1.0%. See section 12-2 1 " vertical curves " in this text.
12 GEOMETRIC DESIGN STANDARDS
12 - 1 HORIZONTAL CURVES=
Minimum horizontal curve design criteria for street and roadways within the City jurisdiction shall be as summarized in Table-I.

TABLE - 1

MINIMUM HORIZONTAL CURVE DESIGN CRITERIA
DESIGN CRITERIA RES.

STREETS
COMM./
INDUSTR.

LOCAL/
SEC. ARTERIAL

PRIMARY

ARTERIAL
Design Speed ( m.p.h. ) 30 35 45 55
Minimum Centerline
Radius (feet) 200 300 850 1,150
Minimum horizontal
Sight distance (feet) 200 250 370 510
Minimum reverse
Curve tangent (feet) 100 200 300 500
Minimum approach
tangent @ intersections
(feet) 100 200 300 500
12 - 2 VERTICAL CURVES=
Minimum vertical curve design criteria for streets and roadways within the City jurisdiction shall be as summarized in Table-2. .414....f CITY OF

GENERAL REQUIREMENTS - STREETS

STANDARD PLAN
PLATE 2
SHEET OF
DRAWN:M:01R CKadrig riitiL___ APPR. BY
Niri. , Ilan) Works n i i Eli& _epar_men., 7 .'---,,. ■ i AIL IMINIIIIIIIIIINlif 465
REV. APPR. BY DATE
m z m
r
m 0 C
rn
m z
U)
in
co
co
TABLE — 2 VERTICAL CURVE DESIGN CRITERIA
Minimum lengths of vertical curves to maintain required sight distances and smooth riding characteristics.

A = Algebraic difference in grades for values of "A " between tabulated values, use next higher value.

B = Length of vertical curve at bulb end of cul-de-sac.

DESIGN SPEED 25 M.P.H. 30 M.P.H. 35 M.P.H. 40 M.P.H. 45 M.P.H. 50 M.P.H. 55 M.P.H, STOPPING SIGHT DISTANCE 160 FT. 200 FT. 250 FT. 310 FT. 370 FT. 440 FT. 510 FT.

A B SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST SAG CREST < 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
>0.5 10 10 10 10 10 10 10 10 10 20 20 20 20 30 30

1.0 10 10 10 20 20 20 20 20 20 30 30 30 30 50 50

1.5 10 20 20 20 20 30 30 30 30 40 40 50 50 70 100
 2.0 10 20 20 30 30 40 40 40 40 60 80 80 200 100 330

3.0 20 30 30 40 40 80 50 130 160 180 280 240 420 300 570

4.0 20 80 30 130 70 190 170 250 270 320 400 400 560 480 760

5.0 30 130 60 180 130 250 230 330 350 410 500 500 700 600 950

6.0 30 160 100 220 170 300 270 390 420 490 600 600 840 720 1140

7.0 40 190 120 260 210 350 320 460 490 560 700 700 980 840 1330

8.0 40 220 150 300 230 400 360 520 550 650 800 800 1120 960 1520

9.0 50 240 180 330 260 450 410 580 620 730 900 900 1260 1080 1710

10.0 50 270 200 370 290 500 450 650 690 810 1000 1000 1400 1200 1900

11.0 60 300 220 400 320 550 500 720 760 890 1100 1100 1550 1350 2100

12.0 60 320 240 440 350 600 550 780 830 970 1200 1200 1700 1500 2300 S:4
NV1d 021VONVI S
466
12- 3 MINIMUM CURB RETURN AND PROPERTY LINE RADII SHALL BE AS FOLLOWS :

TABLE- 3 MINIMUM RADII AT INTERSECTIONS
Type . of. Intersection. Curb Return Property Line.

Residential - Residential 25 feet 12 feet
Residential - Comm.! Ind. 30 feet 17 feet
Comm.! Ind. - Comm./ Ind. 30 feet 17 feet
Comm./ Ind. - Local/ Sec. Art. 30 feet 15 feet
Residential - Local/ Sec. Art. 30 feet 15 feet
Residential - Primary Art. 30 feet 15 feet
Comm./ Ind. - Primary Art. 35 feet 20 feet
Local/ Sec. Art. - Local/ Sec. Art. 35 feet 20 feet
Local/ Sec. Art. - Primary. Art. 40 feet 25 feet
Primary Art. - Primary Art. 40 feet 25 feet
12- 4 ROAD WIDTH TRANSITION TAPERS=
When constructing a roadway that will directly connect with an existing roadway of Tess width, it is necessary to install a transition taper between the two. The length of taper depends upon the offset difference between the outside travelled edge of the two sections and the spe^ed limit or design speed as shown in the taper formula below.

These values are not to be used in the design of speed change or left turn storage lanes

MINIMUM ROAD WIDTH TRANSITION TAPERS
TAPER FORMULA:

L S x W For speeds greater than 40 mph
L = W S 2
60 For speeds of 40 mph or less.

WHERE :

L = Length of taper ( min. 100')
S =' Numerical value of posted speed limit or 85 percentile speed W= Width of offset.
13 ASPHALT CONCRETE PAVEMENT DESIGN
13-1 GENERAL PRINCIPLES
The design of asphalt concrete pavement is based on the principle of layers of progressively decreasing strengths from the finished surface to the sub-grade. In each case, the finished surface consists of a layer of asphalt concrete pavement of the thickness computed by the design formulas, but not less than a specified minimum thickness.

CITY OF

GENERAL REQUIREMENTS - STREETS

STANDARD PLAN
PLATE 4
SHEET OF
DRAWN: SOHE.R ICKO. aty-q-jitiet
Ilan) Tugic Works a arttnent
467
The design method provides a numerical solution to the thickness of any layer based on the following t
a. The Traffic Index, a measure of the amount and type of truck traffic that is expected over the 20-year period following construction.
b. The physical strength, measured by gravel equivalent , of the layer being designed.
c. The physical strength, measured by R-Value , of the layer immediately below the layer being designed.
d. The minimum physical strength, measured by R-Value, of the sub-grade material.
e. The thickness and physical strength measured by gravel equivalent, of the material above the layer being designed, if any.

By varing the types of materials used, a number of different, acceptable pavements can be designed for each combination of Traffic Index and sub-grade R-Value.
13-2 ECONOMIC CONSIDERATIONS=
he relative costs of the materials making up the layers of pavement vary from time to time resulting in differing combinations of layers being the most economical at any given time.

In selecting a complete pavement design, the following should be taken into consideration:
a. Sub-grade soils can be improved in strength by several types of treatment which do not require the material to be removed from the site.
b. Base materials with R-Values less than that of Standard Specification Crushed Miscellaneous Base ( C.M.B. ) can be used economically with the lower Traffic Indices. A note on the plans or a special provision is needed.
c. Existing bases and surfacing can be reused. This may require treatment in place or removal and reprocessing.
d. Materials cannot be compared on cost per ton basis alone because:
(I) Higher strength materials require less thickness when used in place of lower strength materials.
(2) Elimination of a complete layer by thickening the layer above may result in savings in construction costs not reflected in per ton costs alone.
(3) Gravel equivalent of A.C. increases when thickness is over 0.4 feet.
e. Thinner overall thickness of the layered pavement sections results in less excavation and may avoid interferenCe with or STANDARD PLAN

GENERAL REQUIREMENTS - STREETS
DRAWN* SOH CKD.

Public Works Department

CITY OF
ar ch
468
damage to utility and drainage facilities.
f. Current scarcity in the supply of any material used.

Several alternate sections should be designed, the overall cost of each estimated, and the most economical section specified. Where costs are nearly equal or where relative costs of materials are changing rapidly, it may be desirable to provide more than one acceptable design from which the contractor can choose the one to construct.
13-3 DESIGN METHOD

(3-3.1 NOMENCLATURE
T= Thickness of layer in feet.

T1 = Traffic index from standard drawings plates or a greater value indicated by a traffic engineering study.

GF = Gravel factor of material in a layer.

GE = Gravel equivalent of the pavement or a layer. The
theoretical thickness of the pavement or layer if composed entirely of material with a GF of one.

SF = Safety factor. An additional thickness of A.C. expressed as gravel equivalent.

R = Minimum resistant R-Value of material.

AC = Subscript referring to Asphalt Concrete layer.

B = Subscript referring to Base layer.

SB = Subscript referring to Subbase layer.

SG = Subscript referring to Subgrade.

MIN = Subscript referring to Minimum Allowable Thickness of a layer.

13-3.2 CONSTANTS FOR AC
GF = 2.5 for TI <5
GF = 5.67 for Ti >5
1 TAc min. over Base material or stabilized subgrade = 0.25 ft. 1 MATERIAL
TAC min. over unstabilized subgrade s=FA0c.3„3.. ft.

13-3.3 CONSTANTS FOR BASES AND SUBBASE
R* GF T Min. , Ft.

Select subbase
cAl..3
60 1.0 0 0.33 (Subbase
only)
CAB- 80 1.1 0.16 0.33
Lime Treated 80 *** 0.18 0.50
Base
Soil Cement 80 1.2 0 0.50
Bituminous 80 1.3 0 0.50
Stabilized Base
Cement Treated 80 1.2 0.18 0.50
Base

CITY OF GENERAL REQUIREMENTS STREETS

STANDARD PLAN
PLATE 6

SHEET OF
\ DRAWN: SOHER
nar ' Public1Vorks artment
469
APP . BY
*Maximum R-Value lesser values must be used if standard specifications are modified.
**For T.I. < 8.0, SF AC=0
***LTB GF = 0.9+( Unconfined compressive strength in PSI/1000 )

CONVENTIONAL DESIGN
A layered system of A.C., base and sub-base over the subgrade.

The material in each layer must have a higher R-Value than the material below it. The thickness of each layer is designed, starting with the A.C. surface layer and working down, as follows:
a. GE AC = 0.0032xTI x (100-Ro) SFAC
b. TAC = GE AC / GF AC If TAC 0.25, use TAc = 0.25ft. c. GEB = 0.0032 x T1 x ( 100 -% ) - ( TAC x GF C ) A
d. T B = GE B / GF B If T B<TmIN , use TB= TMIN
e. GE so = 0.0032 x TI x ( 100-R s d - (T leGF Ac )-(To xGFo ) f.T SB = GE so If T SB < TMIN , then either
(I) T SB T or MIN
(2) TB = ( GEB + GEsd / GFB and TsB=0

THICK LIFT DESIGN
An A.C. surface layer , 0.3 feet or more in thickness , placed either directly on the subgrade ( stabilized* or unstabilized ) or over a layer of base material* designed as follows:
a. GE 0 0032 x - R ) - T x GF AC = - SG B B
b. T = GE AC / GF AC
c. If Ti<0.4 ft., TAC = Ti
d. If Ti > 0.4 ft., T2= [GEAC - (0.4 x GFAC)] / ( 1.3 x GFAC) e. If 1 2(0.4 ft., TAC = 0.4ft. + T 2
f. If T10.4 ft., T 3 = [ GE AC - ( 0.92 x GF AC / (1.5 x GF AC ) 13-3.4
13-3.5
Lu;
■Cr
Cal
g. Then T AC = 0.8 ft. + T 3
* Base or stabilized subbase shall be 0.5 ft. or thicker.

GENERAL REQUIREMENTS - STREETS

STANDARD PLAN

CITY OF
DRAWN: CKD. . 4,, (41,
24lic Works 1.)ebr-tlizent SHEET OF
PLATE 7
470
14 INTERSECTION
All at-grade intersections provide linkage between two or more streets. Design considerations should be such that intersections provide smooth riding characteristics and ample unobstructed sight distances. Minimize the use of cross-gutters, whenever possible. Also , all intersections and certain approach distances withstand greater acceleration and deceleration actions.

To help minimize the wear and tear of the pavement , increase the design value of traffic index by 0.5 and increase the structural section. If the intersection is formed by the junction of two or more roadways, then the entire intersection shall be designed for the upgraded T.I. of the street with higher T.1. .

The entire intersection means, full pavement width traversing along main street from the beginning of first curb return to the end of last curb return plus the maximum coverage of the secondary street by extending perpendicular lines from the farthest end of curb returns.

The approach distances shall be those sight distances given in Table I ( sub-section 12-I and measured beyond the limit of the intersection as defined above. The approaches on main street shall be designed for the T.I. = designated T.1. + 0.5 of the main street and similarly the approaches on secondary street shall be designed for T.I. = designated Ti. + 0.5 of the secondary street..

This could be accomplished by thickening asphalt and / or base section or any combination thereof . Also, it is desirable to bring up to pavement surface and reduce the curb height thereby.

This helps in the design of the access ramps for physically handicapped and forces the drainage flow away from the
intersection.
15 MATERIAL TESTING
15-1 ADMINISTRATIVE
15-1.1 All design for thickness of pavements, including soils testing , and all control testing during construction shall be performed by a Materials Engineer.
15-1.2 A Materials Engineer acceptable to the Director of Public Works shall be employed and paid by the developer of any land development project and by permittee on jobs requiring permits. The Materials Engineer , or a consulting Engineer employed by the City , shall be the Materials Engineer on City projects.
15-1.3 A materials Engineer shall be a Registered Civil Engineer knowledgeable in the field of soil mechanics and road materials. 15-1.4 Since A.C. (viscocity) varries from refinery to refinery , use of A.C. 4000 ( as called on Std. Plates ) may be substituted with A.R. 8000 by the Engineer.

GENERAL REQUIREMENTS - STREETS
DRAWN:a0BER_iCKO. /1116
Pugic Works i re 'artment
APPR. BY
Atie&rVIWW/ e&

CITY OF
nar y

STANDARD PLAN
PLATE 8
SHEET OF
471
15-2 TEST METHODS AND REPORTS
15-2.1 Materials shall be tested in accordance with "City Standard Specifications" , as well as those supplementary test methods required by the Director of Public Works.
15-2.2 A soil classification survey ( Unified Soil Classification System ) shall be performed at appropriate intervals in the street areas of subdivisions to determine the areas with similar soils.

A limited number of soils tests shall be made, as required, prior to pavement design. Tests for pavement design shall not be done until rough grading has been completed to within one foot of final finish surface grade, nor until it is assured that the soils sampled are representative of those at the final grade.
15-2.3 The test report shall include the results of sampling and testing, work sheets for the subgrade strength tests, a plan showing material limits and areas represented by a given subgrade strength test and specific recommendations derived from the test data given. Any other test data not required but which will have an effect on the recommendations shall be included. 15-2.4
15-2.5
During construction a sufficient number of tests shall be made to assure that the quality of construction and component materials is equal to that required by specification. These specified requirements include, but are not limited to , fill densities and supporting qualities, subgrade and base quality and compaction, and asphalt concrete quality and compaction.

When treated soil or aggregate is used, a quality control plan must be submitted and approved by the City of Oxnard.

Though materials may be tested for conformity to specification while stockpiled, final acceptance of these materials will be subject to their conformity to specification requirements when in final position on the work..

GENERAL REQUIREMENTS STREETS
111.tet-
.1:lac Works Department

STANDA PD PLAN
PLATE 9
SHEET OF

CITY OF
ar ch DRAWN: SOLER JCKD. APPR. BY
472
20 GENERAL STREET LIGHTING, TRAFFIC SIGNALS,
TRANSIT.
20-I STREET LIGHTING GUIDELINES

TYPE STREET
Local Residential
Heavily - Traveled
Collector. street
Thoroughfare
20-2 TRAFFIC SIGNALS

LIGHTING
5800 Lumen High Pressure Sodium
Vapor (HPSV) one side at 180 to
240 foot spacing.
9500 Lumen HPSV one side at
180 to 240 foot spacing
9500 Lumen HPSV in median at 180
240 foot spacing on staggered sides
of pole except at intersections or
along high pedestrian traffic areas where
two lights per pole shall be placed.

Where no median 9500 Lumen HPSV
on one side at 180 to 240 foot
spacing.

Caltrans standard plans and specifications are made a part of plans with following special provisions =
t. Conduits shall be rigid metallic. Min cover 36' over buried conduits.

2. Pedestrian signals shall be type A.

3. Detector loop wire shall be type 1. Lead in cable shall be type B.

4. Luminaires shall be 200 WHPSV ( Watts High Pressure Sodium Vapor), cutoff type.

5. Internally illuminated street name signs shall be double-faced, type A.

6. At least one telephone drop must be provided to each isolated signal or each interconnected system. Signal interconnect conduit to be installed along all arterial highways.

GENERAL REQUIREMENTS - STREETS

DRAWN SOHER ICKD
Works 2rtment

STANDARD PLAN
PLATE 10
SHEET OF

CITY OF
nar
473

7. Electrical service enclosure shall be type III BF.

8. Concrete pullboxes shall be used.

9. Splices shall be Insulated by Method B. Conductors # 8AWG or larger shall be spliced by use of "C" shaped compression connectors.

10. Type 170 signal controller equipment in type 332 cabinet (anodized aluminum) modified to provide 2 serial parts on 170 unit and 412/64 program module configured with 27-256
EPROM with 8K RAM and 4K zero power RAM.

II. Signal head reflectors shall be ALZAK.

12. Back plates shall be metallic . Signal heads may be plastic. 20-3 TRANSIT FACILITIES
Where required , bus pullouts shall be designed per Plate 200&201.

When only a bus pad is required the pavement section shall be designed for T.1. = 10.5
The dimensions of the pad shall be 60 feet x 10 feet unless otherwise directed.

GENERAL REQUIREMENTS - STREETS
DRAWN: SOHER ICKD <;;OffittiL
Public Works Department

STANDARD PLAN
PLATE 11
SHEET OF

CITY OF
ar ch
474

GENERAL REQUIREMENTS - WATER

STANDARD PLAN

CITY OF
PL ATE 12.

SHELl I OF
DRAWN:MEIER__ _ICKD
ifilic Works` ltirtinent - -44-(11114
APPR. BY

DETAIL SPECIFICATIONS FOR WATER SYSTEM
The Public Works Department reserves the right to review, change or modify these specifications at any time.. It shall be the responsibility of any person doing work under these specifica- tions to obtain the most current issue and addendums.

30.0 GENERAL
Materials:

1. Any material or item installed in the water system
will be of American origin. Materials and other
products manufactured (from ore to finish) outside
of the legal boundaries of the United States are not
acceptable and will not be installed in the City's
water system. A certificate of origin and/or speci-
fication compliance may be required.

2. Protective Coating:
a. Cast Iron/Ductile Iron Fitting. Interior shall
be cement lined and thermo epoxy lined to and
including full flange face and/or push on
joints.
b. Exterior ferrous surfaces and manufacture
supplied bolts shall be bituminous coated and
PE wrapped.

3. Copper. All below grade copper pipe and fittings
will be Polyethylene tube encased, completely sealed
at joints and ends.

4. Silver solder. All below grade copper fittings and
joints will be silver soldered. Silver Solder Grade
85-15 (15% Silver).

5. Flange Bolts. All below grade flange bolts and nuts
will be stainless steel Grade 304.

6. Irrigation Service. All irrigation services will
be copper per Plate 304.

7. Backflow Devices. All backflow piping 3/4" to 2"
will be Type K Hard. All fittings shall be Silver
Soldered. Control gate valve shall be Resilient
Seat type, 3/4" to 2". Control valve shall be ball
type. All devices shall be tested and approved by
USC Foundation.
475

8. Valves. All main line valves 6" to 12" shall be
approved Resilient Seat Gate Style. Valves larger
than 12" shall be Butterfly.

9. Fire Hydrants. All fire hydrants shall be of bronze
construction and fluted body style with removable
stem inserts.

10. Copper Wire. In continuous runs of PVC pipeline and polyethylene services, a 12 gauge insulated copper
wire shall be laid above the pipeline. The wire
shall be attached to all gate valves and extended
up into valve box, refer to Plate 303. Copper wire
shall be continuous. Breaks or joints shall be
soldered and insulated.

11. Steel Pipe. Steel pipe used to cross sewer or storm drains shall have minimum thickness of .250 inches
as required by Health Department.

12. Water Services. All services shall be the same size from corp stop to discharge point of tail piece.

Example: 1" corp stop, 1" service line, 1" meter,
1" tail piece; if required, 1" backflow device.

Services shall be installed at the locations shown
on the plans, at right angles to the centerline of
the main in public right-of-way within 18" of side
property line, and shall be spaced a minimum of 10
feet from any sewer lateral. Services will be
permitted in driveway areas only with special
written approval.

13. Asbestos-Cement Pipe. The installation of ACP in
the water system is not approved by City Council.

30.1 Bronze:

Whenever a part of the fitting is specified to be
bronze, it shall be composed of what is known as
Red Brass; for example, copper 85%, zinc 5%, and
tin 5% with a tensil strength of 30,000 psi, yield
strength of 14,000 psi and allowable elongation of
20% unless otherwise specified. In no case shall
bronze parts or fittings contain more than 2% alumi-
num or more than 5% zinc. Certificate of compliance
is required from the manufacturer.

CITY OF
na-r"
GENERAL. REQUIREMENTS - WATER
DR AWN:_SOHERjCKD APPR. BY,

Ptak Works epartrnent

STANDARD PLAN
PLATE 13
SHEET I . OF I
476

30.2 Ductile Iron Pipe:

1. General - Ductile iron pipe, Class C-52, 6 -
through 24" shall be furnished with tyton joint
pipe or mechanical joint with a normal laying
length of 18' in accordance with AWWA C151-76.

2. Joints - Mechanical joint and tyton joint acces-
sories and dimensions shall conform to the
applicable requirements of AWWA C110.77 unless
otherwise specified. Mechanical joint glands
shall be gray cast iron. Retaining gland/flange
adapters with a set screw as a retaining device
are not approved for use.

3. Coating and Lining - Ductile iron pipe shall be
lined with cement mortar in conformance with
AWWA C-104-74, minimum thickness as follows:
6" to 12" = 1/16 -
14" to 24" = 3/32"
The exterior coating for use under normal con-
ditions shall be bituminous coating approxi-
mately one (1) mil thick. The finish coat shall
be continuous, smooth, neither brittle when cold
nor sticky when exposed to the sun and shall be
strongly adherent to the pipe in accordance with
AWWA C-106-75 and polyethylene encased AWWA
C-105-72.

4. Marking Pipe - The weight, class or nominal
thickness and sampling method shall be shown on
each pipe. The manufacturer's mark, production
year and the "DI" or DUCTILE shall be cast or
stamped on the pipe. All required markings
shall be clear and legible and all cast marks
shall be on or near the bell, in accordance with
AWWA C-106-75.

5. Fittings - Fittings for ductile iron pipe shall
conform to AWWA C-110-77. All fittings shall be
cement mortar lined and thermo epoxy coated,
refer 33.1-1.

Fittings for ductile iron pipe shall conform to
AWWA specifications for Class "D" fittings.

CITY OF 'GENERAL REQUIREMENTS - WATER
\ DRAWN: SOHER JCKD. APPR. BY
Ilan) 'Department

STANDARD PLAN
-PLATE 14

SHEET OF I
477

GENERAL REQUIREMENTS - WATER
DRAWN: APPR, BY
Ilblk Works Department

STANDARD PLAN

CITY OF
nark

30.3 PVC PIPE

1. Pipe: PVC pipe shall conform to the quality and
strength requirements of AWWA C-900 whicll cover PVC
(Polyvinyl Chloride) pipe in sizes 4 - 12 inches.

Each standard or random length of pipe shall be
clearly marked with the following:
a. Nominal size and OD base, i.e., 6" cast iron
size.
b. Material Code PVC1120.
c. Dimentional rates, i.e., DR 25 where DR is
equal to Diameter divided by Thickness.
d. AWWA Pressure Class CL. 150/DR-18.

CL200-DR-14.
e. AWWA Designation "AWWA C-900."
f. Manufacturer's Trade Name and Production
Code.
g. Seal (mark) of testing agency.

2. The standard laying length shall be 20' + 1" in all
classes and sizes. A maximum of 15% may be
furnished in random lengths of not less than 10 feet
each.

3. AWWA C-900 pipe has the same outside diameter
(OD) as that of cast iron pipe (C.I.P.) in the
sizes furnished.

4. One gasket shall be furnished with each length of
elastomeric-gasket bell-end and two gaskets shall be
furnished with each coupling where couplings are
authorized. Prior approval is required for the use
of coupling.

5. Pipe surfaces shall be free from nicks, scratches
and other blemishes. The joining surfaces of pipe
spigots and of integral bell and sleeve reinforced
bell sockets shall be free from gouges or other im-
perfections that might cause leakage.

6. Trade names which are approved are Certainteed
"Vinyl Iron Pipe," J.M. Mfg. "Blue Brute Pipe,"
and Pacific Western.

7. Joint Mechanisms: The joints shall be either of
the following:
a. Integral Wall Thickness Bell End.
(Bell and spigot with Elastomeric gasket.)
478
DRAWN: aQUERICK0 _sawt_ APPR. BY PLATE 16
b. Integral sleeve reinforced bell end with
elastomeric gasket.

PVC solvent joints, although allowed in the AWWA
C-900 Standard, are not approved.

8. PHYSICAL TEST REQUIREMENTS:

Hydrostatic, Burst and Sustained Pressure and
Crushing:

Test shall be conducted by a testing laboratory with
such testing available for inspection by Water
Division. If required, the manufacturer shall
supply a Letter of Certification attesting to their
pipe meeting these specifications.

1. The Hydrostatic Proof Test for every piece of
pipe shall be as follows:

CLASS SUSTAINED PSI
DR = 18 or Class 150 600
DR = 24 or Class 250 800

30.4 STEEL PIPE

Steel pipe shall conform to the quality and
strength requirements of AWWA C-200 or as specified
below - that standard pertains to electrically butt-
welded straight-seam or spiral seam pipe and to
seamless pipe 6" (150mm) in diameter or larger.

The steel shall conform to one of the following:

Specification Grade Minimum Yield Point (psi)
ASTM A 283
ASTM S 570
Grade C
Grade D
Grade 30
Grade 36
Grade 40
Grade 45
30,000
33,000
30,000
36,000
40,000
45,000

STANDARD PLAN

GENERAL REQUIREMENTS - WATER CITY OF
nark
479
\ DRAWN: _SOHER__ICK0
Works apartment
The stress in the steel pipe shall not exceed the
higher of 15,000 psi or one-half the designated
working pressure that the following minimum thick-
ness shall be used:

Normal Inside
Diameter
Minimum
Thickness
Maximum Pressure For
Thickness Specified
Inches (mm) Inches PSI
8" (200 mm) 0.135 (10 gage) 394 psi
10" (250 mm) 0.135 (10 gage) 405 psi
12" (300 mm) 0.135 (10 gage) 338 psi
14" (350 mm) 0.135 (10 gage) 289 psi
16" (400 mm) 0.135 (10 gage) 253 psi
18" (450 mm) 0.179 ( 8 gage) 298 psi
Minimum thickness to conform to Health Department
requirement is .250 inches.

Assuming 15,000 psi stress and the following below:

P = 2ST where
D
P = Pressure (maximum working)
S = Allowable stress (15,000 psi or one-half
yield)
T = Pipe wall thickness (inches)
D = Outside diameter (inches)
The gage specified above considers the thickness re-
quired for external loads and a corrosion allowance.

The pipe shall be essentially round. The outside
circumference shall not vary more than +/- 1.0
percent from the nominal outside circumference based
upon the diameter specified (except for the ends
which are discussed below).

The pipe shall not deviate by more than 1/8" from a
10' long straight edge held against the pipe.

The pipe lengths, generally 40' long, shall be fur-
nished with a tolerance of +/- 2 inches. Random
lengths shall be furnished in lengths averaging 29'
or more, with a minimum length of 20 feet.

GENERAL REQUIREMENTS - WATER CITY Of

STANDARD PLAN
PLATE 17

SHEET I' OF I
480

2. PIPE ENDS - various end treatments can be supplied
as discussed in AWWA C-400 and briefly listed below:

Ends for mechanical coupled field joints - these are
either plain, grooved, or banded.

Ends for lap joints for field welding - these shall
have a bell end pressed or rolled without hammering.

The surfaces shall be ground smooth. Joints shall
permit a lap, when the joint is assembled, of at
least 1-1/2 inches.

Plain end pipe - these shall have a plain end right
angle cut.

Beveled ends for field butt welding - these, where
specified, shall have a bevel which is 30 degrees
(+5 degrees -0 degrees) when measured from the pipe
axis.

Ends fitted with butt straps for field welding - the
butt straps may be made in halves or as complete
cylinders.

Bell-and-spigot ends with rubber gaskets - these
shall have bell ends which are made without
hammering. Spigot ends shall be formed or
fabricated to the required shape to retain the gas-
ket. The gasket shall be designed and fitted as the
sole element dependent upon to make the joint water-
tight. The gasket shall meet the requirements of
AWWA C-400.

Plain ends fitted with flanges.

The allowable tolerance at pipe ends is discussed in
AWWA C-400 and summarized below:

For bell and spigot - clearance between 0.D. of
spigot and I.D. of bell shall be between 0.2 - 0.06
inches.

For lap joint - I.D. of bell shall be 1/32 - 3/16
inches greater than 0.D. of spigot.

For plain ends (incl. beveled or butt straps or
flanges) 0.D. within 4" of end shall be +1/16" or
+1/8" from specified 0.D.
aaiertit,
Works Department

STANDARD PLAN
APPR. BY PLATE 18
Ali c( SHEET I OF

CITY OF
nar
DRAWN: SUHFR ICKD.

GENERAL REQUIREMENTS - WATER
481

3. HYDROSTATIC TESTS - each pipe shall be tested by
the manufacturer to a pressure not less than that
determined by:

P = 2ST
D
where S = 0.75 times the minimum yield strength of
the steel and the other items are as discussed
earlier.

30.5 CEMENT MORTAR LINING
Cement mortar lining shall be uniform in thickness
except at joints or other discontinuities. Ends of
lining shall be left square and uniform and the lining
holdback shall be as specified for the particular type
or joint.

1. Mortar lining and coating (ML & C) - unless other-
wise approved or as revised below, all steel pipe
shall be mortar lined and coated in accordance with
AWWA C-205 which covers shop applied lining and
coating. Cement shall be Type II, ASTM C150.

Cement Mortar Lining Thickness
Normal Pipe Siz.e Lining Thickness
Inches Inches
Tolerance
Inches
6"-10"
12"-16"
18" and larger
1/4
3/8 5/16
3/8
-1/32 + 1/32
-1/32 + 1/32
-1/16 + 1/8
It should be noted that no wire fabric reinforcement is required for any lining of special fittings less than
24" in diameter.

30.6 CEMENT MORTAR COATING
Cement mortar coating shall be reinforced over all out- side surfaces of the pipe and special fittings. The
coating shall be a uniform thickness except at joints or other discontinuities in the pipe. Ends of coating
shall be left square and uniform and the coating hold-
back shall be as specified for the particular type of
joint.

Cement Mortar Coating Thickness

1. Nominal Pipe Size Coating Thickness Tolerance

Inches Inches Inches

6"-10" 1/2 -0 + 1/8

12"-16" 5/8 -0 + 1/8

18" and larger 3/4 -0 + 1/8
GENERAL. REQUIREMENTS - WATER
DRAWN: SORER.

STANDARD PLAN
PLATE 19

CITY OF
itar SEitete_ APPR. BY
LAC Works epartment
CKD.
482

2. Reinforcement for the coating of pipe section shall be one of the following as specified by the
supplier:

Spiral wire - 15 gage @ max. 1-1/4" spaCing with
wire meeting ASTM A82.

Wire fabric - 2x4 steel wire mesh, 13 gage each way
meeting ASTM A185.

Ribbon mesh - lx1 mesh of 18 gage wire or 1-1/2 x
1-1/4 mesh of 17 gage wire all meeting ASTM A82.

30.7 FIELD JOINTS

1. ELECTRICALLY BONDED CONNECTIONS. Two metal jumper
rods are required to form an electrically bonded
connection between all steel pipe joints that are
not welded, except at insulating couplings called
for on the plans. The jumper rods shall be either
3/8" diameter rods or 1/4" x 1/2" bars. They shall
be at least 7" long with an offset of 1/4" in the
middle 3-inches. No welding shall take place in the
middle 3" section.

2. FACTORY TESTS AND INSPECTION. All materials shall
be inspected and tested in a normal air-dry condi-
tion by the manufacturer prior to shipment for
conformance to the stated requirements. The Water
Division shall at all times have the right to in-
spect the work and materials in the course of manu-
facture and to make or witness such tests as re-
quired in these specifications, or as deemed ad-
visable. In lieu of the preceding, the manufac-
turer shall upon request submit a certificate
stating that the materials meet the requirements of
this specification. All testing shall be done in
recognized testing laboratories within the State of
California, approved by the Public Works Director.

3. WELDED JOINTS. One of each section shall be swaged
out to form a female or bell end which permit the
male or spigot end to enter approximately one-inch
with a clearance of approximately 1/32-inch. The
spigot end shall be "sized" to permit it to enter
the bell end of the adjacent section and the weld
bead shall be ground flush for the distance it is to
enter the bell end.

GENERAL REQUIREMENTS - WATER CITY OF

DR AWN: SOERICK D.
"' arc)
•
untie Works D. acidulent

STANDARD PLAN
PLATE 20
SHEET 1 OF I mzz
483

GENERAL REQUIREMENTS - WATER
DRAWN SOHLH. ICKO.
ufilic Works sartment

STANDARD PLAN
PLATE 21

SHEET I OF
APPR. BY

4. BUTT STRAP CLOSURES. The butt straps shall be the
same thickness as the pipe wall but not less than
10 gage, at least 10• wide and rolled to fit the
the outside cylinder diameter and shall he centered
over the ends of the pipe sections they are to join.

A standard 5• pipe half coupling shall be shop
welded to the top section of the butt strap to per-
mit access for mortar lining the inside of the
joint. The coupling shall be sealed with a standard
5 • plug field welded to the coupling.

30.8 Gate Valves (4" - 12"):

1. General - Gate valves, including tapping valves
4• or larger shall conform to AWWA Standard Speci-
fication C-509-80 or latest revision for resilient
seat gate valves for ordinary water works service.

Mueller RS or approved equal. Gate valves shall be
used on all main line installation and shall be
FLxMJ unless otherwise specified.

2. Resilient wedge - Cast iron wedge or disc shall have sealing surface of wedge permanently bonded or with
self-locking stainless steel screws with resilient
materials. Disc shall have an integrally cast
ASTM B-62 bronze stem nut to prevent twisting or
angling of the stem or loose stem nut on wedge or
disc with non-coated disc guides. The disc coating
shall be open on one side or open bottom disc so as
to form no cavities or receptacles for accumulation
of solids and possible stem binding.

3. Direction of operation - All valves shall open by
turning the wrench to the left (counter clockwise).

4. Stuffing Box - Stuffing boxes shall be 0-ring seal
type.

5. Stem - Non-rising stems shall have Acme thread only.

Stem thrust collars are made an integral part of
stem.

6. Unobstructed waterway - Each valve shall have a
smooth unobstructed waterway free from any sedi-
ment pockets.

7. Painting and coating - Exterior shall be asphalt
varnish per Federal Specification TT-V-51-E or
fusion bonded Epoxy. Interior ferrous surfaces
shall be coated with epoxy type coating equal to
Kordell 600.
484
485
486
AP' •. BY
/4/44 vair■matmormiww
B. Residential
* Fire flow 2500 GPM @ 20 PSI
Hydrant spacing
500' for single-family residential with no
structure more than 300' from a hydrant.
300' multiple-family residential with no
structure more than 200' from a hydrant.

C. Industrial and Commercial Areas
* Fire flow 4500 GPM @ 20 PSI
Hydrant spacing
300' and so located that no structure is more
than 150' from multiple hydrants. (On-site
included.)
D. On-site Hydrants
Location - as designated by the Fire Department.

Refer: EASEMENT 2.11 A.

No portion of a structure shall be more than
150' from a hydrant.

Fire flow - multiple occupancy residential -
1250 GPM @ 20 PSI minimum individual hydrant
flow.

Industrial - 1500 GPM @ 20 PSI minimum indi-
vidual hydrant flow.

Heavy industrial - 1750 GPM @ 20 PSI minimum
individual hydrant flow.

Fire Sprinkler System
Fire Department to determine location of Fire
Department connection.

31.1 COUPLINGS AND FITTINGS:

1. Valves shall be Mueller Resilient Gate Valve
FL X MJ or approved equal.

2. Couplings shall be FLEXIBLE or FULL CIRCLE. PVC
coupling shall meet the requirements of AWWA C-900
and will require prior approval for use.

GENERAL REQUIREMENTS — WATER CITY OF
• DR AWN'MHERICKD.
narc) ufilic Works 1 • iartment

STANDARD PLAN
PLATE 24

SHEET I OF I
487
PLATE 25

SHEET OF I-

3. Cast Iron/Ductile Iron Fittings shall meet AWWA
C-110-79 Joint Style Mechanical Joint - Short short
body style not approved.

4. All external ferrous surfaces and bolts shall be
Bitumimous coated and PE wrapped. All internal
ferrous surfaces shall be cement mortar lined and
Thermo Epoxy Coated with Kordell 600 or approved
equal, refer 30.0-2.

5. Flange bolts shall be stainless steel.

6. Main line and aperture specifications are listed
throughout Water System Detail Specs, as applicable.

32.0 SERVICE MATERIAL

32.1 Copper Water Service Tubing
Materials - all 3/4" and 1" copper tubing shall be
seamless copper water tubing Type K, soft temper or
approved equal.

All 1-1/2" or 2" copper tubing shall be seamless
copper water tubing Type K, soft temper or approved
equal and shall be delivered in approximately 20 feet
straight lengths. No coiled copper shall be used in
sizes 1-1/2" or larger. All sweat joints are to be
silver soldered, 15% silver. (85-15)

32.2 Polyethylene Water Service Pipe

1. General - All polyethylene pipe shall conform to
all applicable requirements in the latest revi-
sions of the following standards unless otherwise
specified:

ASTM D-148 standard specifications for poly-
ethylene molding and extrusion materials.

ASTM D-2239 standard specification for poly-
ethylene (PE) plastic pipe (SDR-PR).

0-
w

2. Material - Polyethylene extrusion compound from
which the polyethylene is extruded shall comply
with the applicable requirements for PE-3408.

CITY OF
nctr

GENERAL REQUIREMENTS - WATER

STANDARD PLAN
BRAWN: SOHER.
41k Works artment
APPR. BY
488

3. Rating Dimensions and Tolerance - The PE pipe shall
be rated for use with water 200 PSI at 73 degrees F.

The dimensions and tolerances shall comply with iron
pipe size (SDR-7) ASTM for 3/4" and 1" service
lines. For 1-1/2" and 2" service lines, the dimen-
sions and tolerances shall comply with copper
tubing, size SDR-9 ASTM D2737.

4. Minimum Burst Pressure - The minimum burst pressure
at 73 degrees F as determined in accordance with
ASTM D-1599 shall be 630 PSI.

5. Marking - PE pipe or tubing shall be permanently.
indent branded indicating size, manufacturer's name,
pressure rating, NSF logo, material designation
code, applicable ASTM Specification, date code and
any other appropriate code designation.

6. Protection - PE pipe or tubing shall be protected
for outdoor storage with suitable wrapping material.

7. Workmanship - The PE pipe or tubing shall be homog-
eneous throughout and free of visible cracks, holes,
foreign inclusions or other defects. It shall be
uniform in color, capacity, density and other phy-
sical properties.

32.3 Angle Meter Stops - All 3/4" and 1" angle meter stops should be Ford pack joint with insert and wing lock,
part number KV-63 or approved equal.

All 1-1/2" and 2" angle meter stops shall be Ford pack
joint wing lock with meter flange part number KV-43 with insert for PE services. 1-1/2" and 2" angle meter stops shall be Ford FIP X meter flange wing lock part number
FV13 or approved equal for copper service. Bolts and
nuts shall be red brass.

32.4 Corporation Stop - All corporation stops shall be Ford valve number FB1001 for PE and FB 800 for copper service or approved equal.

GENERAL REQUIREMENTS - WATER

STANDARD PLAN

CITY OF
'war nar0 •
\ DRAWN: SOHER ICKO.
ufilic Works epartment SHEET I OF I
PLATE 26
489

32.5 Branch Connection (Manifold) - All two branch connec- tions shall be Ford UV-63-42-W. Two branch or manifolds are not allowed automatically for use. Locations and
use are to be performed by Water Division upon approval.

32.6 Service Saddles - As listed or approved equal. C-900 PVC shall be single unit iron pipe tap. Ford Cat. No.

S71 IP TAP.

AC Pipe. Flat double strap bronze. Ford Cat. No.
202B IP TAP.

Cast Iron/Ductile Iron. Flat double strap ductile or
malleable iron. Ford Cat. No. 202B IP TAP.

All service connections 4" or larger connection shall
consist of a tee or tapping tee with a flanged outlet
and a flange RS gate valve, as specified on plans.

33.0 Miscellaneous Materials:

1. Curb Stops for Blowoffs, etc. - All curb stops for
blowoffs, air valves, etc., shall be bronze, as
specified in Section 1.01, flatway with tee head.

Both inlet and outlet shall be female IPT.

2. Bolts and Nuts - Bolts and nuts for all below
ground flanged connections shall be stainless
steel, grade 304 - except when attaching hydrants
to buries in which case they shall be Cadmium Plated
breakaway type.

3. Gaskets - Gaskets for all flanges shall be full
face, cloth inserted rubber, with a minimum thick-
ness of one-eighth-inch.

Special Purpose Valves:

4. Air Release Valves - Air release valves shall be
APCO #65 or #200A, or approved equal. Valve shall
be designed to exhaust air which accumulates in the
line while operating under pressure. See Plate W-8
for installation.

uit
ai
>-, co!
a.
a.;
ai

5. Size of Valves - Size of valves shall be shown on
Water Plan. Tap and service pipe will be same
size as valve.

GENERAL REQUIREMENTS - WATER
DRAWN: SOHER. 1CKD C
Pu61u Works epartment

STANDARD PLAN
PLATE 27

SHEET I OF I

CITY OF
nar
490

33.1 Protective Coating

1. Cast iron/ductile iron fittings.
a. Interior shall be cement lined per AWWA C-104-74
and thermo epoxy coated to and including full
flange force and/or push-on joints.
b. Exterior ferrous surfaces and M.J. retaining
bolts shall be bituminous coating per AWWA
C-106-75 and polyethylene wrapped.

2. Copper tubing and below grade fitting shall be
polyethylene encased per Uniform PLumbing Code.

3. Valves, gate and butterfly.
a. Interior ferrous surfaces shall be coated with
thermo epoxy equal to Kordell 600.
b. Exterior shall be asphalt varnish per Federal
Specification TT-V-51-E or fusion bonded epoxy.

4. Fire hydrants.
a. Exterior painting. One coat of primer,
Dunn-Edwards 42-44 and two coats of Dunn-
Edwards Hi-Visibility Yellow, Syn-Lustro
#10-14.
b. Bury and spool. Refer to Section 33.1-1.

Delete polyethylene wrap at bury flange.

5. Air-Vac valve cans.
a. Exterior galvanized surfaces shall be
etched with one coat of GE 123 and one
coat of Dunn-Edwards 43-7 Galv-Alum primer
and two coats of Water Valve Blue, Dunn-
Edwards Syn-Lustro #10-50. Formula 1 gal.
10-50; B2Y24 E-Y24.
b. Services with backflow assemblies. Exterior
surface shall be painted with one coat of
Dunn-Edwards 43-4 Bloc-Rust primer and two
coats of Dunn-Edwards Machinery Green #10-6
Syn-Lustro.

GENERAL REQUIREMENTS - WATER
APPR. BY
Public Works epartment

STANDARD PLAN
PLATE 28

SHEET I OF I

CITY OF
arch
DRAWN: SOHER ICKO.
491

36.0 CONSTRUCTION DETAILS
A. General

1. A Plot Plan or Water Plan with proposed service
locations will be submitted to the Water Divi-
sion for approval of service locations.

2. All services will be installed at location as
shown on approved plans. Location will he in
public-right-of-way within 18 inches of side
property line.

3. Earthwork - The contractor is referred to Plate
4D or 5D of Public Works Standards. Earthwork
of the detailed technical specifications of
these specifications.

4. Water service connections shall be instailed in
conformance with standard drawing 'limber 304 and
305 and other applicable standard drawings.

5. All copper services will be Polyethylene
encased.

6. All pipes, valves and fittings shall have a
minimum working pressure rating of 160 PSI.

Pipe ends, where joining speciat fittings, shall
be sweat fittings for adaption to copper tube.

7. Irrigation services will be copper.

8. Service size will be same from water main
through meter, tailpiece and hackflow device
(if device required).

9. Copper service pipes and fittings of two-inches
or less in diameter shall be Type K Soft or Type
K Hard. All joints will he silver solder 85-15
and polyethylene encased.

10. Polyethylene pipe 3/4" and 1" PE OD will he iron
pipe size. 1-1/2" and 2" PE OD will he copper
tube size. Fitting will be pack joint style
with seamless steel insert.

11. Services or laterals larger than two--inches
shall be C900 PVC CL 200 (DR-I4). Three-Inch
meters will be connected Co f our-inch service
per standard plate.

GENERAL REQUIREMENTS - WATER DRAWN: St.)11,_ ICK0 Itjarek, laic Works )(11 I mod

CITY OF
nctr
492

STANDARD PLAN'
PLATE 30

CITY OF
ttar
DRAWN

GENERAL REQUIREMENTS - WATER
APPR. 8Y

36.1 Pipe Depth to Bottom of Trench from Finished Grade Size of Pipe
6"
8"
10"
12"

36.2 Handling and Laying Pipe:

Depth of All Pipe
50"
51"
52"

1. General - All foreign matter or dirt shall be
removed from the inside of the pipe before it
is lowered into its position in the trench, and
it shall he kept clean by approved means during
and after laying. All openings In the pipeline
shall be closed with watertight expandable type
sewer plugs or PVC C-900 test plugs at the end
of each day's operation or whenever the pipe
openings are left unattended. The use of bur-
lap, wood or other similar temporary plugs will
not be permitted.

At times when pipe laying is not in progress,
the open ends of pipe shall be closed by
approved means, and no trench water shalt he
permitted to enter the pipe.

Whenever water is excluded from the interior of
the pipe, adequate backfill shall be deposited
on the pipe to prevent floating. Any pipe which
has floated shall he removed from the trench and
be re-laid as directed by engineer.

Neither PVC or ductile iron pipe shall he de-
flected vertically or horizonalty In excess of
the recommendation by the manufacturer of the
coupling.

2. Sewer Crossings - (See Department of Health
Requirements, Section Three.)

3. Casings - Casings shall be installed where
dedicated on the plans by jacking or boring.

Casings shall be of smooth steel, coat tar
enamel coated with diameter and cylinder thick-
ness as shown on the plans. Installations of
the water main within the casing shall comply
with the applicable pipe manufacturer's recom-
mendations. Wooden skids used to convey the
pipe 'throtigh the casing shall he sized to main-
tain a uniform space between the pipe and
casing, which shall be filled with a material.

36.1-19
493

GENERAL REQUIREMENTS - WATER

STANOAPO PLAN
• • APPR. 8Y
e artment
designated by the Engineer. If deemed
necessary to fill voids outside the casing well,
holes shall be provided at four feet intervals,
staggered longitudinally for injection of cement
mortar grout. The ends of the casings shall he
sealed with Portland cement concrete or approved
flexible material. If a rigid connection is
made between the casing and PVC pipe, a flexible
joint shall be made at a point not more than two
feet from each end of the casing.

Pipe installed in casing and offset shall he
ductile iron. Joints shall be U.S. pipe TR Flex
restrain joint or approved equal.

4. Relocation or offsetting of water main, fire
hydrant laterals and large services.
a. Offset section shall he welded steel cement
mortar lined, mortar coated. Refer to
Section 30.4.
b. Offset section will include blow-off valve
and air-vac breaker.
c. Thrust blocks are required at each elbow.

36.3 Installing Valves and Boxes:

1. Gate Valves - All resilient gate valves shall
be anchored in concrete in the manner shown on
standard Plate 302. Care shalt he taken to
prevent concrete from running over the valve
bells against the pipe or into the hells, and
to keep the bonnet bolts accessible. Any con-
crete on the operating nut, stem packing glands
or bonnets shall he removed.

2. Butterfly Valves - All butterfly valves shall be
anchored in concrete in the manner shown on
standard Plate 302. Care shall be taken to
prevent the concrete from running over the
valve bells against the pipe or into the bells,
and to keep the valve operator bolts accessible.

Any concrete on operating nut, stem spading
glands or.bonnets shall be removed.

36.2-20
494
PLATE 32 APPR. BY

1. s E r or

3. Valves Boxes - Valve boxes shall he installed
by the contractor at each valve location, with
or connected to the work. The boxes shall be so
placed that they will just cover the packing
glands of the valves, and so that settlement of
one and one-half inches will not bring the
bottom of the boxes into contact with the
valves. Boxes shall be set plumb and centered
over operating nut of valve. See standard Plate
303.

36.4 Installing Fire Hydrants:

1. Standard Fire Hydrant - The location of hydrants
shall he approximately as shown on the plans.

Where hydrants are to be placed at corners, they
shall he located five feet before the beginning
of the curb curve. At locations other titan cor-
ners, they shall he placed as close to property
lines between lots as field conditions permit,
except that they shall not be within five feet
of the driveway. Fire hydrant lateral shall he
perpendicular to main.

The complete hydrant installation will include
a main line MJ tee with a six-inch flanged
outlet, and a six-inch flange by MJ valve. A
six inch MA bury and 6x6 breakaway spool. In
parkways, the bury and spool shall he set so
that its flanged outlet is approximately three-
inches above the top of the curb. Where no
parkway exists, the centerline of the bury
shall be approximately 18-inches behind the face
of the curb. The hydrant body shall be set on
the bury so that the outlets are aligned to the
curb as shown on standard Plate 300. Acceptable
breakaway bolts shall he used with nuts on the
underside of the flange. Upon completion of the
installation, the hydrant shall he cleaned of
all concrete, dirt, and debris, and all exposed
iron or steel parts, including bolts, painted in
accordance to Section 33.1 of these specifica-
tions.
aTY OF
nar

STANDARD PLAN

GENERAL REQUIREMENTS - WATER
DRAWN :
ublic Works
495

36.5 Thrust Devices:

All fittings, hydrants, reducers, caps and line valves
subject to thrust action from line or test pressure
shall be chocked against thrust by "poured in place"
concrete blocks of sufficient size as determined by the engineer. Thrust blocks shall consist of concrete de-
veloping a compressive set strength of 2,000 psi. in 28 days, poured against undisturbed earth, in such a manner that all joints are exposed. Socket clamps shall be
protected with a coating of mortar or bituminous
material.

36.6 Air and Vacuum Valves:

Air release and vacuum valves shall be installed where
indicated on the plans and where directe'd by the engi- neer. Installation shall consist of a corporation stop, service saddle, copper tubing, curb stop, air-vac valve with return bend, and housing. Valve assembly shall be installed above ground and in accordance with standard
Plate 308.

36.7 Services:

1. All services unless otherwise indicated on the
plans or specified in the special conditions,
of new water services from three-quarters inch
to two inches in size shall he as shown on
standard Plate 304 and 305 or applicable
plates and shall include excavation and back-
fill furnishing, installing, testing, and dis-
infecting of service tubing, tube fittings,
corporation stops, and curb or angle stops with
an appropriate fitting for meter connection.

Services 4 - and larger shall include a tee,
valve, thrust block, cast iron pipe, and cap
or plug. All service runs shall be perpendicu-
lar to the main for their entire length.

2. Services - General:
a. Meter type shall be approved by Water
Division.
b. All polyethylene services shall he perpen-
dicular to the main, with 12 gauge locating
wire installed.
c. Services shall not be installed on private
property without public utilities easement.

GENERAL REQUIREMENTS — WATER
DRAWN: SOHER ACK° SWIL APPR. By
ufilic Worksecutrnent

CITY OF
nctr

STANDARD PLAN
496
d. Contractor shall install double meter stop,
meter box and copper tailpiece to property
line.
e. Meter boxes subject to traffic shall have
cast iron or steel lids.
f. Close keyways in meter box with steel
shingle.
g. Jumper will be provded by City. To be
picked up at Meter Shop by contractor.

Service tapping card must be on file for
each service.
h. Construction water bibs must he connected at
at the coupling on customer side of service.
i. If straight copper tubing is installed, then
sweat 90 degree elbow with silver solder
85-15.
1-1/2" and 2" services will have flanged
angle meter stops. Ford FV-13 or FV-43, as
applicable.
k. Service pipe and tailpiece will. be same
size as meter.

1. Service clamp and corporation stops -
asbestos-cement pipe and PVC pipe. Service
saddle will be used for all service connec-
tions. Corp Stop Type F 101, IP inlet
threads outlet connection 1P pack joint
with stainless steel insert. For 1-1/2" and
2" corporation stop. Ford Type F100 for
copper service.

GENERAL REQUIREMENTS - WATER

STANDARD PLAN
CM OF
nct.r
DRAWN: SOHFR • APPR. BY
Uhl1C 1Vorks ariment SHEET I or I
PLATE 34
- 4111111M
497

m. Ductile iron pipe - 3/4 - and 1" corporation

• stops shall be installed directly into mains
of all sizes except four-inch. 1-1/2" and
2" services shall be installed with service
saddles on all size mains. Corporation
stops shall not be Iodated withil n 12"
(measured longitudinally along pipe) of each
other.

Service pipes - All copper service pipes and
fittings of 2" or less in diameter shall be
copper Type K soft or copper Type K hard
with silver solder sweat joint.

Polyethylene pipe fittings of pack joint
style with stainless steel inserts. 3/4"
and 1" PE to he iron pipe. size, 1-1/2" and
2" PE to be copper tube size. Services or
laterals larger than 2" shall be PVC AWWA
C900 CL200. Three-inch meters will be
connected to four inch service laterals.
(All services shall he tested prior to hack-
filling. A minimum separation of 5' shall
be maintained between water services and
sewer laterals to 207A.)

36.8 New Services:

1. Location: All services 3/4" to 4" or larger
shall be located at side property line. Serv-
ices include domestic, irrigation and fire
sprinkler or any other type of water service
from City water system to private property.

2. Service types:
a. Single domestic. Refer to standard Plate
304/305.
b. Single irrigation. Refer to Plate 304.

RE V. APPR. BY 0

c. Two (2) service manifold. Refer to standard
Plate 321.
d. Industrial manifold. Refer to standard
Plate 322.
e. Four (4) service manifold. Refer to
standard Plate 319.

f. Cross-Connection (backflow) services. Refer
Section 39.0.

GENERAL REQUIREMENTS - WATER CRY OF
nar

STANDARD PLAN
498

3. Irrigation service:

All irrigation services shall be copper/poly-
ethylene encased. Per Plate 304.

4. Two (2) service manifold:

Two (2) service manifold shall be copper. The
installation of manifold service requires
approval. Water demand calculation shall be
included on water plan as submitted by regis-
tered engineer.

5. Industrial manifold:
a. Industrial manifold will be installed at
property line between two properties.
b. Fire sprinkler connection requires double
check detector check valve assembly and
Fire Department connection.

C

Domestic and irrigation take-off shall. he
2" copper 5 feet long to serve each proper-
ty. If meter size and water demand cannot
be served with 2" pipe, a 4" service lateral
5 feet long shall be installed.
d. A reduced pressure principal backflow
assembly shall be installed on irrigation
and domestic services.
e. Street service lateral size shall be deter-
mined by estimated total demand. Material
shall be C900 01.200 PVC.
f. Exact location of backflow assemblies shall
be determined by Water Division.

GENERAL REQUIREMENTS - WATER
DRAWN SO11E13_ JCKD. Sizettd,
ufilic Works e artment

CITY OF
arch

STANDARD PLAN
PLATE 36 APPR. BY
/GeOLAW HEET 0
499
APPR. BY

36.9 Existing Water Services:

1. Transferring Services - If an existing service
meets the requirements of these specifications
and is deemed acceptable by the Water Manager,
it need not be renewed or replaced. It may be
disconnected from the existing main and recon-
nected to the main, all additional material and
labor required being furnished by the contrac-
tor, unless otherwise specifically provided in
the special condition.

2. Replacing Services - Galvanized black iron or
PVC services not meeting the requirements of
these specifications or services acceptable to
the Water Manager shall he replaced by new
material conforming to the requirements of
these specifications. Where an existing serv-
ice is on flat rate and does not include a
meter, the replacement shall consist of connec-
tion to the main (with service clamp, if re-
quired), service line,- meter stop, an idler of
approved size and construction, meter box and
connection to the customer's service at property
line. Unless specifically provided in the
special conditions, the contractor shall furnish
all necessary labor and materials for the re-
placement with the approval of the Water
Manager.

36.10 Sterilization
After the pipe, services, hydrants and appurtenances
have been completely installed, the contractor shall
sterilize the installation with a solution of 20 to
50 ppm chlorine to the satisfaction of the County
Health Department. He shall furnish all materials
required and shall provide any necessary tape for
introduction of the chlorine into the line and for
flushing out after chlorination. The contractor may
use chlorine tablets in place of liquid or gas
chlorine. Application of liquid or gas chlorine
shall be done through calibrated device which in-
dicates rate of injection and mixing with the water.

GENERAL REQUIREMENTS — WATER

CITY OF
nar0
\ DRAWN: S ORER
Id& til lOrk .... Uri/Wilt

TANDANG PLAN
PLATE 37
Ht tT
500
APPR. BY
When tablets are used, they shall he affixed to the
pipe on the day the pipe is installed in the ground.

The contractor shall furnish the City Inspector with
an approved chlorine testing device. The minimum
number of chlorine tablets to be used per each 13'
of pipe will be two for 6" or less diameter pipe,
three for 8" pipe, four for 10" pipe, and four for
12" pipe. The chlorine tablets will he attached
with #1 Permatex or approved equal to the crown of
each section of pipe in order to distribute the
chlorine solution evenly. Chlorine and testing of
the new installation shall be done prior to making
a final connection. This should he done according
to State Health Standards.

37.0 Testing and Installation:

When the pipe has been satisfactorily sterilized,
flushed, and bled of air, the entire installation,
including water main, services, and fire hydrants,
shall be subjected to 200 psi pressure for a mini-
mum period of 15 minutes and two hours at 150
pounds, visible leaks in joints repaired. All
asbestos-cement pipe shall be filled with water for
at least 24 hours prior to testing, and pipe with
cement joints shall not be tested until the final
joints have cured for 36 hours. The maximum allowa-
ble leakage per one inch inside diameter for each
100' of pipe over a 2 hour test at 150 psi shall be
as follows:
a. Welded Steel Pipe
b. Concrete Cylinder Pipe
c. Polyvinyl Chloride
d. Ductile Iron Pipe
1) Caulked Joints
2) Rubber Ring Joints
.0118 gal.
.0118 gal.
refer to Mfg. test
.0424 gal.
.0212 gal.

All joints which show leakage in excess of the above
mentioned table shall he remade or recaulked ac-
cording to the direction of the engineer. The
amount of actual leakage shall be metered with an
acceptable calibrated tank. New valves which prove
to be leaking will be replaced by the contractor.

The installation shall he tested in sections. Each
section being defined as the length of pipe between
valves.

REV. AP PR. BY DATE

GENERAL REQUIREMENTS - WATER
C K
Works 1 epatiment

STANDARD PLAN
PLATE 38
f. T I OF I
uttas=tansazAusiormANA

CITY OF
nar
DRAWN
501

CITY OF
xnar

38.0 Easements:

1. Where a fire line or a water main crosses pri-
vate property, a licensed surveyor or regis-
tered civil engineer shall stake such line and
submit 8-1/2" x 11" copies of the alignment
staking notes and grade sheets to the Water
Manager for approval prior to the start of any
construction. Each sheet is to hear the seal
and signature or responsible person. Alignment
staking notes shall show and reference all ex-
isting monuments used in the survey and all dis-
tances set off or measured and all angles set
off or measured. The information shown shall be
done in a legible professional manner and shall
be sufficient for retracement of the survey
without any further research. Grades shall be
staked a minimum of every 25' with the offset
and the cut indicated for each station.

An inclusive water easement will be required for
such lines unless it is determined by the City
that it is beneficial to both parties involved
to allow the water line to he private (see
Section 2.118). The easement will he a minimum
of 15' wide, with the water line located 5' from
one side to allow a 10' work area. The easement
will be recorded in the tract or parcel map and
will be indicated on the water plans prior to
approval by the City. If no map is recorded,
the easement shall be recorded on a Grant Deed
and registered. All lines from the main up to
and including the meter box will be within the
easement.

Private property with exclusive easement shall
be classified as special application allowed
only for supplying on site fire hydrants. Fire
line on private property with an exclusive
water easement will not be classified as a
point of service connection.

2. If the City allows a water line to be private,
the line will have a backflow prevention device
located so as to prevent possible contamination
of the public water from the private line. The
location and type of backflow device will be
subject to the City's approval prior to in-
stallation. Refer standard Plate 311.

SIANDAND PLAN

GENERAL REQUIREMENTS - WATER
502
APPR. 8Y
Ge4401-14_
PLATE 39

4It I . T it
Atto.

39.0 Cross-Connection Backflow
The water supplier shall protect the public water supply from contamination by implementation of a Cross-Connec- tion Control program.

The purpose of this section is to protect the public
water supply against actual or potential cross-connec-
tions by isolating within the premise. Contamination
or pollution may occur because of some undiscovered or
unauthorized cross-connection on the premises.

Minimum requirements for cross-connection/backflow pro- tection are contained in Title 17 of California Admini- stration Code, DSC Foundation for Cross-Connection
Control and Hydraulic Research. Manual of Cross-Connec- tion latest edition and Chapter 33 Article 4 of City
Code.

39.1 Approval of Backflow Preventers:

Backflow preventers shall he approved by a recognized
testing organization. Refer to Title 17, Section 7601.

Backflow preventers required by this Chapter shall have passed laboratory and field evaluation tests performed
by a recognized testing organization which has demon-
strated their competency to perform such tests to the
Department.

Location of Backflow Preventers:

1. Air-gap Separation. An air-gap separation
shall be located as close as practical to the
user's connection and all piping between the
user's connection and the receiving tank shall
be entirely visible unless otherwise approved in
writing by the water supplier and the health
agency.

2. Double Check Valve Assembly. A double check
valve assembly shall be located as close as
practical to the user's connection and shall be
installed above grade, if possible, and in a
manner where it is readily accessible for
testing and maintenance.

GENERAL REQUIREMENTS - WATER
DRAWN S_OkIER_ cK )
ii1;11C
011'
liniment

CITY OF
nar

STANGARU PLAN
503

GENERAL REQUIREMENTS - WATER
!molt

41..J
oc
••••■■■■•■■■•••••■■•••

3. Reduced Pressure Principle Backflow Presention
Device. A reduced pressure principle backflow
prevention device shall be located as close as
practical to the user's connection and shall be
installed a minimum of twelve inches (12") above
grade and not more than thirty-six (36") above
grade measured from the bottom of the device and
with a minimum of twelve inches (12") side
clearance.

4. Location, size, and type of backflow prevention
shall be approved by water supplier. Protection
shall be as close to the service connection as
practical with a maximum of five feet from
street right-of-way and within three feet of
side property line. An exclusive easement from
City right of way to a maximum of five feet
beyond device and two and a half feet on each
side of device.

5. All backflow preventers shall be visible from
City right of way to allow visual inspection
and access at all times. If at any time visual
inspection or access is obstructed by fences or
any other obstruction, water service will be
discontinued per City Code, Chapter 33.

39.2 Basic Service Type Requiring Backflow Preventer:

1. Commercial and industrial manifold services.

2. Non-residential irrigation services.

3. Restaurant services.

4. Fire sprinkler system with Fire Department
connection.

Service not listed above may require backflow devices
and shall be determined on a case by case basis per
Title 17 and Manual of Cross-Connection Control.
504

39.3 Service piping:

Service pipe from City main to meter backflow preventer and to point shall be:

1. 3/4 inch to 2 inch shall be copper tubing Type
K hard.

2. 4 inch and large shall be C900 PVC CL200 to
first 90 degree ell per standard Plate 310.

39.4 Inspection and Testing:

1. All installations of backflow preventers shall
be inspected by Cross-Connection Control per-
sonnel.

2. Water service to unapproved devices or installa-
tions will be discontinued until device or in-
stallation is approved.

3. Testing shall be per Title 17.

39.5 Non-Approved Backflow Preventers:

1. Pressure vacuum breaker (PVB) and atmospheric
vacuum breakers (AVB) are not approved for use
at user's connections.

39.6 Fire Sprinkler Systems:

1. All fire sprinkler systems are required to have
a double check detector check valve assembly and
a Fire Department connection.

2. Bypass meter type and manufacture shall be
approved by Water Division. Refer approved
water system materials.

3. Installation shall be at location shown on
plans. Other details refer to standard Plate
311.

WI

GENERAL REQUIREMENTS - WATER
DRAWN: SOHER_ APPR. 8Y
Works pit/nod ,;(4,aafA--

S TANOANO PLAN
PLATE 39

1.1- 4 uf 4

CITY OF
nark
505
GENERAL REQUIREMENTS — SEWER

STANOAPO PLAN
\ DRAWN: _SGHER ICK D.
xnaro (r) colic orks Department

CITY OF
40 GENERAL SEWER SYSTEM DESIGN GOALS AND

ACCEPTABLE PROCEDURES
40 - 1 GENERAL REQUIREMENTS
The design and construction of sanitary sewers in the City of Oxnard shall be in accordance with good engineering practice.

The work shall comply with these design goals except where specific modifications have been approved by the Public Works Director in writing. The Director shall decide all questions of interpretation of Good Engineering Practice ". All work on sewers and sewer service laterals outside of City right - of - way or sewer easements will be governed by the provisions of the Uniform Plumbing Code. Where City requirements and standards are more restrictive than U.P.C., the City requirements shall govern.

Where purveyor's requirements are more restrictive than these standards, the purveyor's requirements shall govern.
40-2 SPECIFIC REQUIREMENTS
40-2.1. VELOCITY
The velocity of flow ( averaged over the wetted cross-section) for sanitary sewers flowing part-full or full should be between

2.0 f.p.s. and 10.0 f.p.s. The most commonly used formula is Manning's , which is
V _1.486 RI/3 S v 2 in f.p.s.

Where n is roughness coefficient (see sect. 40-4)
R is hydraulic radius
S is energy gradient . Rir open channels, uniform flow
condition it is equal to invert slope.

Discharge 0 = V A in c.f.s.

Where V = Velocity of flow in f.p.s.

A = Wetted cross-sectional area In sq.ft.

Also
0 g.p.m. a ( Qc.f.s. ) x( 448.83)
40-2.2 FLOW DEPTH
a) For pipe 10' or less In diameter I
Design pipe so that peak flow rate will be carried when pipe is flowing at one-half ( 1/2 ) depth. Discharge at one-half depth equals one-half discharge when full and velocity equals velocity when full.
b) For pipe 12" and larger in diameter I
Design pipe so that peak flow rate will be carried when pipe is flowing at two-third (2/3 ) depth. Discharge at 2/3 depth equals 3/4 discharge when full and velocity equals 1.16 times velocity when full.

In no case gravity sewer lines will be designed to flow full or pressurize the system.
506
40-3 MINIMUM STREET SEWER SIZE
40-3.1 Minimum street sewer size shall be 8", except that 6" pipe may be used where all of the following conditions are met
(a) The minimum invert slope shall be 0.008.
(b) The length shall not exceed 200' with no possibility of future extension.
(c) No more than 10 house laterals contribute to the 6" diameter reach.
(d) Minimum cover of line shall be 5.0feet.
40-4 MINIMUM INVERT SLOPE 8
Slope of sewer invert shall equal or exceed those set forth in the following table. For case of checking maximum flow capacity at these minimum slope is given for V.C.P. ( n= 0.013 ) and P.V.C. ( n=0.011 ) in c.f.s. and g.p.m.

TABLE - 1

PIPE DIAMETER MINIMUM SEWER

INVERT SLOPE

MAXIMUM FLOW CAPACITY IN

c.f.s. ( g.p.m.)

V.C.P. P.V.C.
6"
a-
1 0"
12'
14"
15'
16"
18'
20"
21"
24"
27'
30'
33"
36"

0.0060

0.0040

0.0028

0.0020

0.0020

0.0016

0.0016

0.0016

0.0012

0.0012

0.D012

0.0012

0.0012

0.0012

0.0012

0.218 (97.7)

0.383 (1 71 .8)

0.581 (260.6)

1.250 (561.0)

1.885 (846.2)

2.027(909.8)

2.408 (1080.6)

3.296 (1479.4)

3.781 (1696.8)

4.306 (1932.6)

6.148 (2759.2)

8.416 (3777.4)

11.146(5002.7)

14.372(6450.4)

18.125 (8135.0)

0.257 (115.5)

0.452 (203.0)

0.686 (308.0)

1.477 (663.0)

2.228 (1000.0)

2.396 (1075.2)

2.845 (1277.0)

3.895 (1748.4)

4.468 (2005.3)

5.089 (2284.0)

7.265 (3260.9)

9.946 (4464.1)

13.173 (5912.3)

16.985 (7623.2)

21.420 (9614.0)

GENERAL REQUIREMENTS - SEWER
DRAWN: _S.Cll:ECK1). 14 APPR. BY

Bhlic Works #artment

STANOARO PLAN
PLATE 41
SHEET
OF

CITY OF
507

CITY OF
nc r2 DRAWN' 1CKD.
11)orks Department

GENERAL REQUIREMENTS - SEWER
PLATE 42
f ff/a rl,q
SHEET OF

STANDARD PLAN
AP R. BY
Substandard slopes below the minimum slopes listed in table -I may be used in order to avoid pumping only upon specific approval of the City Engineer . Such approval should be solicited well in advance of completion of design.
41 DESIGN CRITERIA
41-I AVERAGE SEWAGE FLOW RATES
The average flow rate shall be determined by the developer 's Engineer based on good engineering practice . Sewage flows shall be determined from the potential land use of the tributary area.

Average sewage flow rates were developed for various land use and anticipated population density and given in term of G.P.M./Acre The currently accepted values are given in Table on Plate 44 These flow rates should be used for new development and determining effects of future land use per general plan.

Acreage in table is gross acreage including roads , yards, parking , etc. For estimating the sewage flows for specific land use the flow rate value given in Table on Plate 43.
41- 2 PEAK SEWAGE FLOW RATES
The rates between peak flow to average flow shall be determined by using following information
41-2.1 For average flow up to I C.F.S.
( Peak flow , c.f.s. ) =2.0 x (Average flow ,c.f.s.) 0822 41-2.2 For average flow greater than I C.F.S.

Peaking factor = 2.0 x ( Average flow, c.f.s. )
The graphical representation of above equations is given on late 45 . This should be used in designing sewer system in the City of Oxnard.
508
PLATE 43
SHEET I Or 2

CITY OF
t:;-?aWN: SOHFR__ICKO. d v sbri.L. APPR. BY
;Public Works 'Department

STANDARD PLAN

GENERAL REQUIREMENTS - SEWER

AVERAGE SEWAGE FLOW RATES
TYPE OF DEVELOPMENT GALLONS/PERSON/DAY
Airport 15
4 Factories No showers 20
With showers 30
Cafeteria - Add industrial waste
Offices 20
Stores (Not including food & laundry waste)100
400
(Per shift) 15
Laundries (Coin operated). 300
Per customer.... 50
Service Station 1000
500
10 Swimming Pools 10
4 With hot water 8
Theaters 5
Drive in 5
Assembly & Dance Halls.... 2
Church - Small
Large & with kitchen 6
Bowling Alleys - Pool Parlors 75
Country Clubs 75
Add 25
Camps - Resort (Limited Plumbing).... 50
(Luxury)... 120
Youth & Recreation 50
Tent Campground (toilets only) 25
Central stations w/showers.. 35
Vacation cottages.. 200
Picnic Parks (toilets only)... 10
(w/bath house & flush toilets) 15
Camper & Travel Trailers
Without hook up.. 50
w/water and sewer hook up. 120
Camps - Summer and Seasonal 50
Construction 50
Day Camps no meal served 20
per employee
per passenger
per employee
per employee
and BOD load
per employee
per 1000 Sq.Ft. space
per toilet
per employee
per machine
per wash
for first bay
for each additional
per car served
per employee
per swimmer
per swimmer
per seat
per, space
per seat or customer
per seat
per seat
per lane or table
per member
per non-member
per person
per person
per camper
per camper
per camper
per cottage
per person
per perscn
per space
per space
per person
per nerson
per person
509

AVERAGE SEWAGE FLOW RATES

TYPE OF DEVELOPMENT GALLONS/PERSON/DAY

Mobil Home Parks (Average)
(Delux)..

Overnight & Travel Trailer
Restaurants - Cafeterias..

Add Kitchen Waste..

Add Garbage Grinder
Toilet & Kitchen Waste
Day time Operation
24-hr. Operation...

Curb Service
With Tavern, add
Schools and Colleges
Staff and Office
Elementry students
Intermediate and High
Day Schools w/cafeteria only....
w/showers
Boarding school
College Dormitories
Hospitals
Institutions (Resident)
Nursing homes
Rest homes
Convalescent
Hotel/Motels - No private bath
with Private bath
Apartment Buildings:

Bachelor or Single
Dwelling units (Studio)
1 bedroom dwelling unit
2 bedroom dwelling unit
3 bedroom dwelling unit
180 per space
225 per space
150 per space
15 per employee
7 per meal served
1 per meal served
10 per customer
70 per seat space
100 per seat space
50 per car
2 per customer
20 per person
15 per student
20 per student
15 per student
20 per student
80 per student
85 per student
100 per bed
150 per patient & Staff
100 per person
100 per person
100 per person
85 per bed
100 per room (2 persons)
150 per room (2 persons)
100 per dwelling unit
150 per dwelling unit
200 per dwelling unit
250 per dwelling unit
GENERAL REQUIREMENTS — SEWER CITY OF
liar° 011;lic Works artment

STANDARD PLAN
PLATE 43
SHEET 2 or 2 0
510

SEWAGE GENERATION FACTOR AND LAND USE

BASED ON CURRENT PLANNING DESIGNATION
S1MBOL LAND USE DESCRIPTION

ASSUMED
UNIT/ AC.

FLOW RATE
GPM / AC. GPD I AC. GPD/ UNIT
R I SINGLE FAMILY RESIDENTIAL 4.0 0. 853 I, 228. 32 307. I R2 DUPLEX ( MULTI FAMILY
RESIDENTIAL ) 11.2 I . 75 I 2, 52 1.44 225.2
GARDEN APTS. ( TRI & 20.0 3.143 4,525.92 226.3
R4 HIGH RISE RESIDENTIAL 38.3 6.000 8,640.00 225.6
RPD R EADVEENLT8 iil■ It., EPNLTA N N E D 11.2 1.751 2,521.44 225.2 MHP MOBIL HOME PARK 4.0 ---- 6(2.00 153.0

ASSUMED
T.S.F.1A C. GPD/ T.S.F.

CO COMMERCIAL OFFICE 10.0 2.083 3,000.00 300.0
CE NEIGHBORHOOD COMMERCIAL 13.6 1.042 j,5OO.00
1,500.00
6,000.00
4,500.00
3,000.00
1 10.0

76.0 _600.0
C2 GENERAL COMMERCIAL 19.8 1.042
C3 HEAVY COMMERCIAL 10.0 4.167
CB CENTRAL BUSINESS DISTRICT 10.0 3.125 450.0
CPD COMMERCIAL PLANNED
DEVELOPMENT 11.0 2.083 300.0
TP TRAILER PARK 13.0 1.391 2,003.00 153.0
MI LIGHT MANUFACTURING 11.75 2.244 3,232.00 275.0
M2 HEAVY MANUFACTURING 19.38 2.065 2,974.00 153.5
M3 HEAVY MANUFACTURING
AND GROUP HOUSING 19.38 2.065 2,974.00 153.5

MPD MANUFACTURING PLANNED
DEVELOPMENT 19.38 2.065 2,974.00 153.5

CR COMMUNITY RESERVE
AGRICULTURAL - OIL DRILLIN4 ---

0.449

0.449 646.60
646.60 ----
---- AO

CITY OF

GENERAL REQUIREMENTS - SEWER

STANOARD PLAN
PLATE 44
SHEET I OF I
DRAWN- SOHE.Pl_im. 0iati_02td. APPR. BY
-at ,(4,-c- l 'IW PN/larci Tubiic Works 'Department
511
V
inEMEinarli
4c VIZZA:UMILINMET=MIVOINM 11.3 mum otrimmagnm ftweissi spo sime amegarma 111111=1111111111101111
11111110111111
=man=
min

========1111111111111111111 .........mmiumenniummsawansmanasuuts 0,0 "`"' 11=== - == — INIMMVIMMMOMM.MIIMI N - ==IMINOVIMMIONNSMONMNS 1=1.711TIONNOMINI.".""'""" e= ===== "14...""====1 ■IIINOMMIM=1 1= 1111.1.11.11 111111111111
/WI= 111111111.1=1111111111

11111111111111111i1M1111111111111111111=111111111111111MNIMMIMIINMINIMIMIIMIUMMIN mummurpimprompuy,ANN, ammo ii
5 6 7 8 9 0- 5 6 7 8 - 5 6 7 8 9 -
AVERAGE FLOW RATE IN CUBIC FEET PER SECOND ( C.F.S. )
1 1 I 1 f
1 1 1
 5 6 7 9 0
2 3 a 5 6 7
AVERAGE FLOW RATE IN G.P.M.
(PEAK FLOW, c.f.s.) = 2.0 x ( AVERAGE FLOW, c.f.s.) "22 A. FOR AVERAGE FLOW UP TO 1.0 C.F.S.
— —4—
einsommininewasminainsinow n==== ta li im inenamee llo ezrztaleammilirsown wqraar e a _ ,NM EMON.M=111=MMO M11.11==inusigimi ulli all.1111111.4.0.11.111 alialiMiliallinil 11111111111111101111111111111111111111111111111111■1111111111111111111111111111111111111111/MMINIMIN=IMMI NINEINUMINOMINOMMin — — - — - L -.7 ar imi ____Warunipommimumrseal= 111111111111111111111111111111M11111111111111111111 MN ._ MM=rIII , 11111111111. 41: 41 moommomm inlimmumuniummomummirm■wim mussuircumnimum . . 1,..2.1. _  5 6 7 9 9 _ 2 5 6 7 8 9 0 2 3  5 6 7 8 9E 0 AVERAGE FLOW RATE IN CUBIC FEET PER SECOND ( C.F.S. )
1111111111111111111111111111111111111111111111111111MINIMMINIMINIIIII 2 5 6 7 8 9 0 2 0 5 6 7 8 9 0
8 0
AVERAGE FLOW RATE IN G.P.M.

PEAKING FACTOR = 2.0x (AVERAGE FLOW, c.f.s.)- 0.10
B. FOR AVERAGE FLOW GREATER THAN .1.0 C.F.S.

GENERAL REQUIREMENTS - SEWER
APPR. BY
SIAM:),RO PLAN
PLATE 45

SHEET OF

CITY OF
\ DRAWN SMERICKD
,Pifilic Works artment
512
arr of
DRAWN: SOHtH

GENERAL REQUIREMENTS - SEWER
CKO.
nar 11)orks cartment
42 GENERAL REQUIREMENTS
42-1 SEWER CONNECTION PERMIT
No person shall connect any sewer system on private property, within or outside the City limits, to the City's Sewer System without first procuring a permit from the City of Oxnard to make such connection. Any person desiring to obtain such a permit shall submit to the City- Public Works Development section the following:
i) Completed application
2) Accurate estimate of quantity and quality of sewage
flow to be discharged In the existing system.
3) Variation in sewage discharges on daily basis and
seasonal basis.
4) Sewer connection fees as determined based on
above facts.
42-2 ENCROACHMENT PERMIT
Oxnard City Code, Section 26, requires all persons to obtain an enchroachment permit for all works within Public right-of-way within the City. Upon request by - the contractor, the Public Works Department will Issue the permit without charge on City project contracts.
42-3 PLANS AND CONSTRUCTION
Flans are required for the construction of main line sewers and service laterals. They shall conform to the City of Oxnard , Department of Public Works requirements. All design calcs. and field information pertaining to tie-in point shall be submitted for review and approval. All construction shall conform to the plans unless a change is approved in writing by the Public Works Director and noted on revision block.

ZL, All sewers shall be videotaped in VHS. Tapes to be delivered to the inspector of the 42-4 CITY INSPECTION time of taping.

All new construction shall be subject to Inspection by the City - Public Works inspectors. Major projects are required to pay for such inspection as required by the Public Works department.

Therefore, keep your field changes to a minimum by putting more efforts in the design phase and resolving utility conflicts at early stage. 42-5 OVERSIZING AND EXTRA DEPTH
Oversizing and extra depth of certain tract sewers may be required where such sewers can logically serve an upstream tributary area.
42-6 PROTECTION OF ACTIVE SEWERS
When new sewer tines are to be connected to an existing manhole which is in active use, the designer shall call for such protections as is necessary to prevent construction debris from being washed into the active sewers. Plugged inlets or other suitable protection shall be called for in the active manhole before beginning manhole modifications or tract sewer cleaning. aa
PS

513
GENERAL REQUIREMENTS — SEWER

STANOARO PLAN
PLATE 47
SHEET OF

CITY OF
\ DR AWN: _SfaHEEL___ICKD 6171 _ APPR. BY
Works Depathrent
43 SEWER LOCATION

43-I STREETS AND ROADWAYS
Street sewer main shall be 5 feet north or west of and parallel to the centerline of undivided street i see plate 120).

In divided roadways, it shall be 10 feet north or west of and parallel to the centerline of the roadways ( see plate (2! )'.

Exception to these location requirements may be made only on approval of the Public Works Director.
* Sewer mains in public alleys shall be north or west of and parallel to centerline of the alleys per Plate 122.

43-2 EASEMENTS
43-2.1 Sewer easements shall be not less than 12feet wide for 5' deep sewer line. The easement width shall be increased by one foot increment for every additional one foot depth . ( i.e. for 10' deep sewer main , the easement width shall be 17' minimum ). 43-2.2 Where easements follow common lot lines, the full easement width shall be on one lot, in such a manner that access to manholes will not be obstructed by walls, trees , or permanent improvements.

Where this requirement can not be met without interfering with existing buildings, easements may straddle lot lines.
43-2.3 Deeds for easements shall provide for restrictions of permanent construction within easement to provide ingress and egress for maintenance.
43-3 FUTURE EXTENSIONS =
When an area outside the tract can be logically served by future extension of a tract sewer, the tract sewer shall extend to the tract boundary or to the end of a paved street or alley in a manner to facilitate the future extension without removing permanent facilities.
514
44 ALIGNMENT
44-I Sewer mains shall be laid on a straight alignment and grade between manholes.
44-2 Minimum horizontal radius of curvature is as followsz P.V.C. or V.C.P. 6" thru 12" 200' Radius
P.V.C. or V.C.P. 15" thru 24" 300' Radius
P.V.C. or V.C.P. 27' thru 36" 400' Radius
P.V.C. or V.C.P. 39" thru 42" 600' Radius
Minimum grade of horizontally curved sewer shall be at least same as straight sewers and preferably higher . Reverse curves are not permitted between manholes . AU curved lines to be inspected by T.V. camera before acceptance by the City at Contractors expense.
44-3 Vertical curves may be used in combination with horizontal curves where invert slopes exceed 1.0% throughout the reach between the manholes.

44-4 The arithmetic sum of all horizontal and vertical deflection in curved sewers between adjacent manholes shall not exceed 60°.

44-5 WATER-SEWER SEPARATION
State Department of Health Requirements shall be met for Water-Sewer separation. ( see Section 49 )

CITY OF

GENERAL REQUIREMENTS - SEWER

STANDARD PLAN
PLATE 48
SHEET OF
APPR. BY
.Z.P1446 4
\ DRAWN SOHER lc 0.4?EcteL
flan-) ,D1/0 1-1/C. IPorks Department
515
45 DEPTH OF SEWERS
45-I BASIC REQUIREMENT
Sewers shall be installed at a depth which will provide suitable service to the properties connected and will allow subsequent installation of water lines in accordance with the Water Sewer Separation Ordinance with a minimum of special construction of the water lines other than joint spacing.
45-2 STANDARD DEPTHS
Compliance with Subsection 45-I will usually be assured if The main sewer is located at a depth of 7' to top of pipe below the flow line of the existing or proposed gutter 7 or where no gutter exists , from the elevation of the outermost edge of the traveled way 7 and the house laterals are located either , (1) 6' to top of pipe below the ground surface at the property line, or
(2) at a depth below the ground surface at the property line that will provide for the construction of a straight run of private sewers at a slope of 0.02 from one foot below the surface at any point within the established building setback lines, excluding any areas steeper than 5 horizontally to one vertically , whichever depth is greater.
45-3 EXCEPTIONS
Designs not in accordance with Subsection 45-2 shall be submitted to the Engineer for approval together with evidence that it complies with subsection 45-I.
46 STRUCTURES
46-1 MANHOLES
46-1.1 LOCATIONS
a. Manholes shall be located at all abrupt changes in alignment or grade and at all junctions.
b. Manholes shall be located at least every 350 feet along lines smaller than 12* in diameter. Spacing of manholes on lines 15' in diameter and larger will usually be at 400 feet but may be extended subject to the approval of the Engineer. c. The center of upper most (last) manhole for sewers on *Thru a streets shall be a minimum of 8, feet upgrade from the sewer lateral of the last lot served ( laterals to be perpendicular to sewer main ). Manholes at the end of
cul-de-sac streets shall end ( depending on available space ) 10' to 15' before the curb face at the end of the street.

CITY OF

GENERAL REQUIREMENTS - SEWER

STANDARD PLAN
PLATE 49
SHEET
OF
DRAWN:S( CKD. SIzttL._ APPR. BY
flar ' ubtic Works tgpartment /5
516

STANDARD PLAN
PLATE 50
SHEET OF

46-1.2 DROP MANHOLES
Drop manholes shall be used wherever sewers enter manholes at more than 32 inches above the outlet elevation of the manhole. Vertical curves may be used to eliminate drop
manholes in accordance with the requirements of section 44

46-1.3 DESIGN
Manholes shall be constructed generally in accordance with Plates 400, 408, 411 & 412 .

Manhole designs, which , in the opinion of the Engineer, provide access to the sewers, a stable working platform and freedom from splash and turbulence , equivalent to or better than the design shown herein will be approved.

46-1.4 PROTECTION
Where new tract sewers are to be connected into a manhole which is in active use, the designer shall call for such protection as is necessary to prevent construction debris from being washed into the active sewers. Plugged inlets or other suitable protection shall be called for in the active manhole before beginning manhole modifications or tract sewer cleaning.

46-1.5 RIM ELEVATIONS
In paved areas , the manhole rim elevation shall match the finished grade . In other than paved areas or travelled ways, the height of the manhole rim will normally be 18" above the finished grade, high water mark, or above the top of future fill areas.

In areas where the top of the manhole will need to be below the surface , such as fields that are being farmed, a water tight frame and cover will be required. The elevations shown for the tops of manholes on the design plans shall not relieve the contractor from making final adjustments to match street surfaces.

46-2 CLEANOUTS

46-2.1 REQUIREMENTS
Dead end sewers not over 200 feet in length shall terminate in standard manholes or cleanouts. Dead ends over 200 feet long shall terminate in standard manholes unless future extension of said dead end will include a manhole within 350 feet of the upper most manhole, in which case a temporary cleanout is permitted. Where dead ends are on a slope of 0.01 or greater, the length for use of a cleanout may be extended to 275 feet.

46-2.2 LOCATION
End structures shall be located Five (5) feet up grade from the down grade lot line of the last lot served unless greater length is necessary to serve the property. Cleanouts at the end of cul-de-sac streets shall end 10' to 15' ( depending on available space) before the curb face at the end of the street.

46-2.3 DESIGN
Cleanouts shall be constructed generally in accordance with Plate 407.

GENERAL REQUIREMENTS - SEWER
OR AWN :)0HER ICKO. APPR. BY t
ithlic Works 'Department (S:1-(4/

CITY OF
517
46-3 SERVICE LATERALS

46-3.1 REQUIREMENTS
Wherever it !s Known or can be reasonably assumed that a building sewer connection is required, a service lateral shall be shown on the plans and installed a minimum of 5' inside the property line as a part of the street sewer construction, prior to paving . Service laterals shall be installed whenever possible during construction of the sewer main using
prefabricated fittings . All laterals shall be perpendicular to the sewer main , with the exception in cul-de-sac area and knuckle area. Sewer laterals shall not be located within driveways.

46-3.2 SIZE
Service laterals for single dwellings and small single stores or offices shall be 4 1' or larger provided the plumbing Code does not require the building sewer to be larger than 4". All other service laterals shall be 6° or larger and at least equal to the size of the building sewer.

46-3.3 DEPTH
Service laterals shall be at the minimum depths herein provided and in addition such depth shall be sufficient to provide a connection to any point on the lot within the established building setback lines ( excluding any area steeper than 5 horizontally to one vertically ) with a cover of one foot and a slope on not less than 0.02. Any exception to this
requirement may be madeonly upon approval by the Director of Public Works.
46-3.4
46-3.5

FUTURE CONNECTIONS
Unused openings shall be tightly sealed and supported in a manner to facilitate their future location and use. Developer's engineer shall select appropriate service lateral locations and shall instruct contractor to locate laterals according to the design elevations and locations.

Sewers shall be designed to preclude the backflow of sewage into laterals except when this is economically infeasible.

Backflow of sewage into laterals may occur in any building that has waste receiving inlets which are lower than the rim elevation of the next upstream manhole or other structure providing hydraulic relief. While the Plumbing Code provides for the customer to install check valves under certain
conditions, the conditions stated do not cover all possibilities of backflow and check valves frequently fail to operate properly.

Causes of sewer stoppage include the introduction of foreign objects into manholes , the buildup of grease in the sewer crown at locations where hydraulic jumps occur / high flow rates due to ground or surface water entering the sewer / difficulties while balling sewers 7 and undersized sewers.

STANDARD PLAN

GENERAL REQUIREMENTS - SEWER
y

CITY OF
\ DRAWN SOHFR CXD APPR. BY, id , PLATE 51
nar 11)As Department 1 3.4'(-7a (7', SHEET OF
518
46-3.6
46-3.7
46-3.8

CONNECTION TO CESSPOOLS OR SEPTIC TANKS
A person shall not connect or cause to be connected any cesspool seepage pit or septic tank to any main line sewer or to any service lateral leading thereto .

CURB MARKINGS
The location of all sewer service laterals shall be marked on the curb at completion of construction .

LATERAL ABANDONMENT
An inspection fee , of the amount approved by City Council , shall be collected and a written permit shall be issued. A public works inspector shall inspect the exposed sewer lateral to see that it has been plugged or capped to insure that any future infilterafion shall be eliminated . The inspector shall determine whether the on-site lateral shall remain Intact or be crushed in place or removed .
47 STRUCTURAL
47-1 ROADS
All structures and pipe placed under public roads shall be of sufficient strength to support with (an adequate factor of safety ) the backlit' , road surfacing and H-20 truck loading with impact. 47-2 OTHER PIPES AND STRUCTURES
Sewers under other pipes and structures shall be protected from damage and shall be constructed so as not to endanger the other pipe or structure . Minimum clearance between outside of pipes or between pipes and other structures is 6' unless approved by the Engineer.
47-3 FLEXIBLE JOINTS
Flexible joints which will allow for differential settlements or other movement of sewer pipe , sewer structures , adjacent pipe and adjacent structures shall be provided where sewer lines enter encasements , manholes or other structures.

Flexible joints shall be within 4 feet of such structures. 47-4 STEEP GRADES
Sewers laid on grades steeper than 10%, which are not
under pavements, shall be anchored in place and protected from erosion in a manner approved by the Engineer.
48 FORCE MAINS AND LIFT STATIONS
48-i REQUIREMENTS
All sewage shall reach the system by gravity flow, in a fresh condition susceptible to conventional sewage treatment processes.

Where extreme hardship conditions prevail, and a substantial area cannot be sewered by gravity sewers in accordance with these requirements, a sewage pumping station may be installed.

No pumping facilities shall be incorporated in sewer plans without approval of the Engineer.

GENERAL REQUIREMENTS - SEWER

STANDARD PLAN

CITY OF
DRAWN SSXiEftjCKD dctg_jatd--
X"ar° „PI& Works Department
519
Sr)ztte.L. _
,Public Works 'Department

CITY OF
nar k
GENERAL REQUIREMENTS — SEWER
DRAWN' SOfiEl ICKD T APPR. BY
(3Att ligA4APIA-
48-2 LIFT STATIONS DESIGN
Lift stations, where allowed, shall be of the dry-pit type incorporating the following features
a) Pumps or other devices shall be provided in duplicate, arranged for positive priming .
b) Capacity shall be provided to handle ultimate peak flow from the tributary area with the largest pump out of service.

Stage installation of pumps is allowed providing space is provided for future installations.
c) Access shall be provided to site for removal and repair of equipment .
d) A means for dewatering force mains shall be provided. e) An overflow to natural channel or storm drain shall be provided or an alternate method of protection approved by the Engineer.
1) The lift station shall not be in CITY road right of way except with permission from the Engineer.
48-3 FORCE MAIN DESIGN
Force mains need not comply with the requirements for gravity sewers. Force mains shall be designed in accordance with good engineering practice.
49 WATER — SEWER SEPARATION — HEALTH REQUIREMENTS
See plate 53 sheet 2 thru 10.

WI
ct 
o.

CC '
.
0-,
at
LUI
CC:
520
STATE OF CALIFORNIA Revised Jam 1963

DEPARTMENT OF HEALTH

CRITERIA FCR THE SEPARATION

CF WATER MAINS AND SANITARY SEWERS
A. PUBLIC HEALTH CONSIDERATIONS
Waterborne disease outbreaks attributed to the entry of sewage-contaminated groundwater into the distribution
systems of public water supplies continue to be a problem in the United States. A community with its buried
water mains in close proximity to sanitary sewers is
vulnerable to waterborne disease outbreaks.

Sanitary sewers frecuently leak and saturate the
surrounding soil with sewage. This is caused primarily by structural failure of the sewer line, improperly constructed joints, and subsidence or upheaval of the soil encasing the conduit. A serious public health hazard exists when the water mains are depressurized and no pressure or negative pressures occur. The hazard is further compounded when, in the course of installing or repairing a water main,
existing sewer lines are broken. Sewage spills into the excavation and, hence, enters into the water itself.

Additionally, if a water main fails in close proximity to a sewer line, the resultant failure may disturb the bedding of the sewer line and cause it to fail. In the event of an earthquake or man-made disaster, simultaneous failure of both conduits often occurs.

The water supplier is responsible for the quality of the water delivered to consumers and must take all practical steps to minimize the hazard of sewage contamination to the public water supply. Protection of the quality of
the water in the public water system is best achieved by the barrier provided by the physical separation of the
water mains and sewer lines.

The document sets forth the construction criteria for the installation of water mains and sewer lines to prevent
contamination of the public water supplies from nearby
sanitary sewers.

B. BASIC SEPARATION STANDARDS
The "California Waterworks Standards" set forth the
minimum separation requirements for water mains and sewer lines. These Standards, contained in Section 64630, Title 22, California Administrative Code, specify:

STANDARD PLAN

GENERAL REQUIREMENTS - SEWER
\ CR AWN 22H.FR jCi00 seakt_ xitarc) [Public Works `LePartment

CITY OF
PLATE 53
SHEET 2 OF 10
521

GENERAL REQUIREMENTS - SEWER CITY OF
CRAWN: SCHER ICKD .07,71eLfAPPR. BY
' liar ' :Public Works `LePartment
(a)
(b)
(c) (1) Parallel Construction: The horizontal distance
between pressure water mains and sewer lines shall
be at least 10 feet.
(2) Perpendicular Construction (Crossing): Pressure
water mains shall be at least one foot above
sanitary sewer lines where these lines must cross.
(d) Separation distances specified in (c) shall be
measured from the nearest edges of the facilities.
(e) (2) Common Trench: Water mains and sewer lines
must not be installed in the same trench.

C. EXCEPTIONS TO BASIC SEPARATION STANDARDS
Local conditions, such as available space, limited slope, existing structures, etc., may create a situation where there is no alternative but to install water mains or
sewer lines at a distance less than that required by the Basic Separation Standards. In such cases, alternative
construction criteria as specified in Section B should be followed, subject to the special provisions in Section D.

Water mains and sewers of 24 inches diameter or greater may create special hazards because of the large volumes of flow. Therefore, installations of water mains and sewer lines 24 inches diameter or larger should be reviewed and approved by the health agency prior to construction.

D. SPECIAL PROVISIONS

1. The Basic Separation Standards are applicable under
normal conditions for sewage collection lines and water distribution mains. More stringent requirements may
be necessary if conditions, such as, higher groundwater exist.

2. Sewer lines shall not be installed within 25 feet
horizontally of a low head (5 psi or less pressure)
water main.

3. New water mains and sewers shall be pressure tested
where the conduits are located ten feet apart or less.

STANDARD PLAN
PLATE 53
SWEET 3 01,10
522

GENERAL REQUIREMENTS - SEWER CITY OF
DRAWN. SCHER ICKO
xnar'
fl_ _
Works 'L oartment

4. In the installation of water mains or sewer lines, measures should be taken to prevent or minimize disturbances of
the existing line. Disturbance of the supporting base
of this line could eventually result in failure of this existing pipeline.

5. Special consideration shall be given to the selection of pipe materials if corrosive conditions are likely
to exist. These conditions may be due to soil type
and/or the nature of the fluid conveyed in the conduit, such as septic sewage which produces corrosive hydrogen sulfide.

6. Sewer Force Mains
a. Sewer force mains shall not be installed within
ten feet (horizontally) of a water main.
b. When a sewer force main must cross a water line,
the crossing should be as close as practical to
the perpendicular. The sewer force main should
be at least one foot below the water line.
c. When a new sewer force main crosses under an
existing water main, all portions of the sewer
force main within ten feet (horizontally) of the
water main shall be enclosed in a continuous sleeve.
d. When a new water main crosses over an existing
sewer force main, the water main shall be
constructed of pipe materials with a minimum rated
working pressure of 200 psi or equivalent pressure
rating.

E. ALTERNATE CRITERIA FOR CONSTRUCTION
The construction criteria for sewer lines or water mains where the Basic Separation Standards cannot be attained are shown in Figures 1 and 2. There are two situations
encountered:

Case 1 -- New sewer line -- new or existing water main.

Case 2 -- New water main existing sewer line.

For Case 1, the alternate construction criteria apply to the sewer line.

For Case 2, the alternate construction criteria may apply to either or both the water main and sewer line.

STANOARO PLAN
PLATE 53
SHEET 4 OF JO .
523
O
ZONF_
- 3" \
PE,..'-7.Y152;ON
\\
P

PROHIBITED
PP .8Y
The construction criteria should apply to the house laterals that cross above a pressure water main but not to those house laterals that cross below a pressure water main.

Ffc,";RE

PARALLEL CONSTRUCTION
CASE 2
NEW
NOTE
ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES.

ZONES 'P" IS A PROHIBITED ZONE SECTION 64630 tEl t2) CALIFORNIA ADMINISTRATIVE CODE , TITLE 22.

STANDARD PLAN

GENERAL REQUIREMENTS - SEWER
C,‘R4VOC SOHER IcKo ZAttt.
ublic Works Deturtment

CITY OF
Nnan. ,
PLATE 53
SHEET 5 orl()
524
5'
I /
ZONE' - C I /
SPEC:tat.: rpt--
F!5t1F4r . 2

CROSSINGS
C .4E / C / / / /
( NO JOINTS ) / / / / ZONE "c" /I
SPECI4L PIPc
Z ONE
LH()
4 JO:NTS IN SE'NER
6 . 5'
 p'
I SP EC1u I P:Pc ' ! IT I ! --
N
C0.6,S7RuCT;ON 7 0 :E .
4 "
'ill 3" : i
..:0.5 t%' ',v4TER
iCt‘:E

CITY OF
XIICt r
GENERAL REQUIREMENTS — SEWER
CR.10eit QHE_ICG
5 TANOARO PLAN
PLATE 53
SHEET 6 IO
Si2AL
Works etlartment
;.PPR. 8Y
525
PLATE 53
SHEET OFIO
APPR. BY
Case 1: New Sewer Being Installed (Figures 1 and 2)
Zone Special Construction Required for Sewer
A Sewer lines parallel to water mains shall not be
permitted in this zone without approval from the
responsible health agency and water supplier.

B A sewer line placed parallel to a water line shall
be constructed of:

1. Extra strength vitrified clay pipe with
compression joints.

2. Class 4000, Type II, asbestos-cement pipe with
rubber basket joints.

3. Rubber gasketed pressure rated plastic pipe
(per ASTM 2241), class rated plastic water pipe
(per AWWA C900) or equivalent.

4. Plastic sewer pipe with fused joints (per ASTM
D3034) or equivalent.

5. Cast or ductile iron pipe with compression joints.

6. Reinforced concrete pressure pipe with compression
joints (per AWWA C302-74).

C A sewer line crossing a water main shall be constructed of:

1. Ductile iron pipe with hot dip bituminous coating
and mechanical joints.

2. A continuous section of Class 200 (DR 14 per AWWA
C900) plastic pipe or equivalent, centered over
the pipe being crossing.

3. A continuous section of reinforced concrete
pressure pipe (per AWWA C302-74) centered over
the pipe being crossed.

4. Any sewer pipe within a continuous sleeve.

D A sewer line crossing a water main shall be
constructed of:

1. A continuous section of ductile iron pipe with
hot dip bituminous coating.
..„..0"---- ")

STANDARD PLAN
WI
44;
)-.

MI
a. a.
>1 Wi

CITY OF
xitar

GENERAL REQUIREMENTS - SEWER
DRAWN' .rittL
Tublic Works 'De artment
526

2. A continuous section of Class 200 (DR 14 per
AWWA C900) plastic pipe or equivalent, centered
on the pipe being crossed.

3. A continuous section of reinforced concrete
pressure pipe (per AWWA C302-74) centered on
the pipe being crossed.

4. Any sewer pipe within a continuous. sleeve.

5. Any sewer pipe separated by a ten-foot by ten-
foct, four-inch-thick reinforced concrete slab.

STANDARD PLAN

CITY OF

GENERAL REQUIREMENTS - SEWER
Oa/
DRAWN SDEEEL_ICKDegltril- APFR. aY
ublic Works epartment
PLATE 53
SHEET 8 or 10
527
Case 2: New Water Mains Beina Installed (Figures 1 and 2) Zone
A No water mains parallel to sewers shall be
constructed without.approval frcm the health agency.

B If the sewer paralleling the water main does not
meet the Case 1, Zone B, requirements, the water main
shall be constructed of:

1. Ductile iron pipe with hot dip bituminous coating.

2. Dipped and wrapped one-fourth-inch-thick welded
steel pipe.

3. Class 200, Type II, asbestos-cement pressure pipe.

4. Class 200 pressure rated plastic water pipe (DR 14
per AWWA C900) or equivalent.

S. Reinforced concrete pressure pipe, steel cylinder
type, per AWWA (C300-74 or C301-79 or C303-70).

If the sewer crossing the water main does not meet
the Case 1, Zone C, requirements, the water main shall
have no joints in Zone C and be constructed of:

1. Ductile iron pipe with hot dip bituminous coating.

2. Dipped and wrapped one-fourth-inch-thick welded
steel pipe.

3. Class 200 pressure rated plastic water pipe (DR 14
per AWWA C900) or equivalent.

4. Reinforced concrete pressure pipe, steel cylinder
type, per AWWA (C300-74 or C301-79 or C303-70).

D If the sewer crossing the water main does not meet the requirements for Zone D, Case 1, the water main shall
have no joints within four feet from either side of
the sewer and shall be constructed of:

1. Ductile iron pipe with hot dip butuminous coating.

2. Dipped and wrapped one-fourth-inch-thick welded
steel pipe.

3. Class 200 pressure rated plastic water pipe (DR 14
per AWWA C900) or equivalent.

STANDAR D P L AN

CITY OF
c R N _SIDEEEL K
x itary it) ti'orgs t,lepartnzent

GENERAL REQUIREMENTS - SEWER
APPR. BY PLATE 53
SHEET 9 or 10
528
WI

4. Ch
C-0.►
a.
a .
al
>1
CC!

4. Reinforced concrete pressure pipe, steel cylinder
type, per AWWA (C300-74 or C301-79 or C303-70).

NOTES AND DEFINITIONS

1. HEALTH AGENCY -- The Department of Health Services. For those water systems supplying fewer than 200 service
connections, the local health officer shall act for the Department of Health Services.

2. WATER SUPPLIER -- "Person operating a public water system". or "supplier of water" means any person who owns or operates a public water system.

3. LOW HEAD WATER MAIN -- Any water main which has a pressure of five psi or less at any time at any point in the main.

4. Dimensions are from outside of water main to outside of sewer line or manhole.

5. COMPRESSION JOINT -- A push-on joint that seals by means of the compression of a rubber ring or gasket between the pipe and a bell or coupling.

6. MECHANICAL JOINTS -- Bolted joints.

7. RATED WORKING WATER PRESSURE OR PRESSURE CLASS -- A pipe classification system based upon internal working pressure of the fluid in the pipe, type of pipe material, and the thickness of the pipe wall.

8. FUSED JOINT -- The jointing of sections of pipe using thermal or chemical bonding processes.

9. SLEEVE -- A protective tube of steel with a wall thickness of not less than one-fourth inch into which a pipe is
inserted.

10. GROUND WATER -- Subsurface water found in the saturation zone.

11. HOUSE LATERAL -- A sewer connecting the building drain and the main sewer line.

STANDARD PLAN

GENERAL REQUIREMENTS - SEWER
PLATE 53
SHEET II Of

CITY OF
CR AWN __S CKD 1. 0 ,
-—.---C.L.--
xnar- Dditiic Works v mirtment
529
50 GENERAL DRAINAGE DESIGN GOALS AND

ACCEPTABLE PROCEDURES
The following general drainage design criteria are applied to the development design to assure consistent performance meeting the requirements of drainage standards.
50-I All development. will be required to accept the storm runoff from the upstream tributary watershed, and convey it, with the additional runoff, generated from said development, to the nearest watercourse.

When required, new facilities within the development will be sized to accept runoff from a fully developed watershed. In addition, the development will be required to upgrade or provide adequate facilities to convey the existing 010 from the existing watershed together with the additional runoff from the development, through the development and to the nearest watercourse.
50-2 Ditches, channels, drains, road improvements and all other storm water carrying facilities shall be designed and constructed to the standards established by the Public Works Department, generally at 10% - storm for roads, and 2% - storm for red - line channels. 50-3 Ventura County Flood Control District standards shall be observed for all facilities within this jurisdiction, and the approval of the District shall be obtained on all improvement plans for such facilities.

Storm water acceptance deeds must be obtained whenever
diversion or concentration of waters is involved.

Overland flow shall be intercepted at the boundaries and conveyed through or around said development.

Manholes wili generally be required ( for access for inspection and maintenance ) at angle points greater than 10 degrees, at ',unctions, at intervals not exceeding 400 feet, at locatio.1:z where the conduit changes in size, and points where an abrupt flattening or steepening of the grade occurs.
50-7 Drainage calculations, signed or sealed by a registered civil engineer in California, shall be clearly and completely presented, and that there be a clear determination that design standards have been met.
50-8 The Cook's Method shall be used In Hydrology calculations on City's street and drainage facilities.
50 - 9 15' wide access road shall be provided for all open channel and ditches. The surface of access road shall be paved with 4 inches ::gg. base and oil penetration tretment.
50-4
50-5
50-6

GENERAL REQUIREMENTS - DRAINAGE CITY OF
ufilic Works artment
DRAWN: SOHFR ,CKO

STANDARD PLAN
PLATE 54
SHEET OF
530
51 STREET DRAINAGE CRITERIA
51-1 Street cross-sections are not to be designed for use as a substitute for storm drains in conveying drainage water from offsite area to disposal channels.

They may be used to convey water originating from the street and from adjoining tots or unimproved areas, providing that vehicle and pedestrian use of the streets is not unreasonably restricted.

Flow from unimproved areas shall have facilities to remove debris and/or silt from the flow before entering the street.
51-2 The storm runoff to be used In calculating the capacity of street drainage facilities will be O lo providing the adjacent lot pads shall not be flooded by the storm runoff from Oso
Wherever the road forms a sump, the drainage facilities at this location shall be designed for 050 in such a manner that the water level will not encroach on building pads even at times of plugging of the facilities.

Drainage facilities in sumps may be designed for 0:o only if it is constructed with an overflow channel(s) for exess flow approved by the city.
51- 3 In computing design capacity of the street, a provision of A.C. overlay of 0.10 feet thickness over the entire travelled and parking lanes should be made. This will provide the capacity which represents the actual condition subsequent to the overlay.
51-4 To prevent undue hazard, restriction, and interference with vehicular and pedestrian traffic on local, collector and arterial streets, the Oio runoff shall be conveyed in the following manner =
51- 4.1 RESIDENTIAL STREET (PLATE 100), LOCAL COMMERCIAL / INDUSTRIAL STREET (PLATE 101) INCLUDING SERVICE ROAD
AND ALLEY .

Flow shall be contained between curb faces. Cross-gutter will be allowed only on these streets and service roads and where the traffic would normally stop.
51-4.2 COLLECTOR COMMERCIAL / INDUSTRIAL STREET PLATE IOC ) Shall be designed to maintain 24 feet of pavement nearest the centerline of the travelled way free of longitudinally flowing drainage water. No cross-gutter will be allowed on collector streets. 51-4.3 LOCAL AND SECONDARY ARTERIALS
Shall be designed to maintain 14 feet of pavement in each direction free of longitudinal flowing drainage water. No cross-gutter will be allowed on local and secondary arterials.
51-4.4 PRIMARY ARTERIALS
Shall be designed to maintain 26 feet of pavement in each direction free of longitudinal flowing drainage water. No cross-gutter will be allowed on primary arterials.

CITY OF
11,

GENERAL REQUIREMENTS - DRAINAGE

STANDARD PLAN
PLATE 55
SHEET OF
DRAWN: SOF JEAR CX0. APPR. BY
13eer amtot,t, ay PuMic Works Department
531

51-5 Where the design storm runoff exceeds the permitted hydraulic capacity of the street section, the design storm runoff must be removed from the street and conveyed in an underground storm drain to a drain outlet or natural watercourse. Minimum size of drain shall be 18 inches in diameter.

51-6 When in the opinion of the 'City a serious silt or debris deposition on the streets or property will result, the debris hazard shall be eliminated by providing a. debris basin, outlet works and/or trash rack as directed by the City.

51-7 For design plans, hydraulic grade lines shall be at least 8" below the furnished grade over underground conduits and at least law below the top of bank for open channels. Freeboard of

0.5'+0.1xflow depth for open channels will be required.

5i-8 For all drainage facilities located outside of Ventura County Flood Control District's jurisdiction, the quantity of 0 10 shalt be based on the Cook's Method and latest VCFCD isohyetal and soil maps issued by the District.

51-9 Capacity of all inlets shall be based on the design runoff.

At public school sites, catch basins shall be located at the near or far street gutter to collect the storm flow prior to the pedestrian walk.

Catch basins shall be located prior to pedestrian cross-walk in the urban, commercial, or industrial street system.

Side opening inlets are preferable in urban areas in order to minimize hazard to pedestrians and bicycle riders from grate basins and debris unsightliness.

51-10 Deviations from the street drainage criteria may be made only upon the approval of the Public Works Director subsequent to the review and approval of sufficient supporting data furnished by the person requesting the deviations, or upon approval of the City Council.

GENERAL REQUIREMENTS - DRAINAGE

DRAWN SOHER

ICKD
APPR. BY
Works artment

STANDARD PLAN
PLATE 56
SHEET OF

CITY OF
ar ch
532
 WI
I.- 
OI
52 MODIFIED RATIONAL FORMULA — COOK'S METHOD
52-1 BACKGROUND
This method was adopted for use for the hydrologic design of City drainage facilities in the City of oxnard on March, 1977.

The method was originally prepared for use in Ventura County.

It was adapted by the County from a similar presentation for nationwide use published in the U.S. Navy Manual, " Soil Conservation - NAVDOCKS TP -Pw- 5 a. The presentation was originally prepared by the U.S. Soil Conservation Service.

The method takes into account the drainage area, relief and surface storage of the area, type of soil, extent of vegetal cover, shape of the watershed, rainfall intensity to be expected, and the frequency of occurrence.

The adapted method was verified by the County by comparing the computed runoffs with the available runoff data and was found to give reasonable results. The City has analytically compared this method with other known methods and found it to yield relatively reasonable answers.
52 - 2 REFERENCE COUNTY MAPS
The following County maps shall be used with this method I) "Hydrologic Soil-Type Map - Ventura County Flood
Control District's Hydrology Manual, August, 1966,
Figures 5,6,87.
2) " lsohyetal Map - 24 Hour Rainfall with probable 50- Year Frequency ", Ventura County Flood Control District, March, 1966, Dwg. No. D-3-3d.
52-3 ASSUMPTIONS
On the basis that a) the City of. Oxnard area consists
primarily of type B soil and flat terrain, b) the average 24-hour 50-year frequency rainfall is six (6) inches, and c) the effect of the differences in vegetal cover between various types of residential development, as well as between commercial and industrial developments , is minor, the following simplifying assumptions may be made in using this method:
1) Rainfall-intensity correction factor of 123% may be used throughout the City.
2) The types of development may be grouped into three (3) major categories with the corresponding "Ca factor shown.

TYPE OF DEVELOPMENT *Ca- FACTORS
Undeveloped 40 - 45*
Residential 60
Commercial & Industrial 70
 Depends on soil-type
52-4 LIMITATIONS
This method shall be used only in the hydrologic design of City facilities with watershed area of not larger than 100 acres. (Ventura County Flood Control District's hydrology method shall be used in all District's facilities).
n ark

CITY OF
DRAWN. SnHFR ICKO.

GENERAL REQUIREMENTS - DRAINAGE
ithlic Works D artment
APPR. BY
,a44A2.4.1

STANDARD PLAN '
PLATE 57
SHEET OF
533

GENERAL REQUIREMENTS - DRAINAGE CITY OF
DRAWN: SOHER IcKe esztet.
' liar ' lic Works epartment
APPR. BY
52-5 COMPUTATION PROCEDURE
(Heter to computation torm and appropriate charts & graphs ) I) Delineate and measure the drainage area in acres.
2) Measure travel length , L, in feet.
3) Compute average width of watershed in feet.
4) Compute length to width ratio and determine the shape correction factor from the given chart.
5) Determine soil type from hydrologic soils map, vegetal cover from field observation , relief and surface storage from topographic map and/or field observation, as required. 6) Compute C . factor from given chart.
7) Using computed "C" factor and measured drainage area obtain the uncorrected O ►o from the graph.
8) Multiply the 010 in item (7) by both the shape correction and rainfall Intensity correction factor to obtain corrected 010 peak runoff.
9) For other frequencies , multiply the corrected 0 10 by the appropriate frequency correction factor from the chart.

STANDARD PLAN
PLATE 58
SHEET OF
534
53 MODIFIED COOKS — HYDROLOGIC CALCULATIONS
Project Job No. Sheet Of
Watershed Designed Date
Concentration Point Checked Date
Watershed Constants
Drainage Area Acres
Length feet Fall feet Slope
Width = Area x 43560 = feet
Length
Length_ = Shape Correc. Factor =
th
Soil Type. RI-Correc. Factor
Computation of -C1
Type of Development "C" Factor Present Future
Undeveloped 40-45
Residential 60
Commercial & 70
Industrial
Composite "C" Factor
Runoff 0 from curve = x L Factor x RI-Corr. Factor w
Frequency Frequency Factor 0
20% 65% cfs
10% 100% cfs
4% (35% cfs
2% (70% cfs
I% 200% cfs
GENERAL REQUIREMENTS — DRAINAGE CITY OF
DRAWN:_IDEER_ICKD
llaTc) ,Public Works 'Department

STANOAHO PLAN
PLATE 59
SHEET OF

APPR. BY

535

54 MODIFIED RATIONAL FORMULA
" C " FACTORS'

ITEMS RUNOFF PRODUCING CHARACTERISTICS
RELIE 40
Steep, slopes
exceed 30%
30 Hilly, slopes
10% to 30%
20 Rolling, slopes
5% to 10%
10 Flat, slopes
0 to 5%
ww u(.9
<< u_cc cr 0 DI-- cow
20 Negligible, surface
depressions few
and shallow.

Drainageways steep
& small / no ponds
or marshes.
15 Low / well defined
system of small
drainageways , no
ponds or marshes.
10 Normal,
considerable surface
depression storage,
lakes and ponds
less than 2% of
drainage area.
5 High / surface
depression
storage high ,
drainage system
not sharply
defined.

SOIL
-SCS
CLASS
20 Rock or thin soil
mantle. Negligible
infiltration capacity.

D
_...4.
15 Clay or other soil
of low infiltration
capacity.

C
10 Normal , deep
permeable soils.

B
.
5 High I sands,
loamy sands &
other loose open
soils.

A
, ..

VEGETAL
COVER
20 No effective soil
cover, bare or
very sparse cover.
15 Clean cultivated
crops or poor
natural cover ,
less than 10% of
drainage area
under good cover,
10 50% of drainage
area in good
grassland or
woodland , 50%
of area in clean
cultivated crops.
5 About 90% of
drainage area In
good grassland
woodland or
equivalent cover.
" C " FACTOR
( FOR CITY OF OXNARD )
C =40. - 45
C = 60
C = 70
FOR UNDEVELOPED
FOR RESIDENTIAL
FOR COMMERCIAL AND INDUSTRIAL
NOTE:

In hydrologic Calculations, use values of "C" given in lower table.

Use of values of "C I given in upper table have to be approved by the City Engineer.

CITY OF
\
.

GENERAL REQUIREMENTS — DRAINAGE
STANOARO PLAN 1
PLATE 60
SHEET OF
OR AviN SOHER_ACKO 4., .mr...i...... APPR. BY
4P----,1...,'-- - A vA- . a „,,,i,„0„,„,. ... „ xitaru ,-;),/. 11) _turottc it orks 1 - artment a.
536
FREQUENCY FACTORS — %

RETURN FREQUENCY RETURN PERIOD FACTOR
50%
20%
10%
4%
2%
1%

0.1%
2 5
10 25
50 100
1,000
25 65
100
135
170
200
400

RAINFALL INTENSITY CORRECTION FACTOR
OXNARD AREA = 123%
SHAPE CORRECTION FACTORS — %
L/W AREA 0.01 S.M. 0.1 S.M. I S.M. I 10 S.M. 100 S.M. 1,000 S.M.

1.5 4
5 or
greater
In CVco 0 co In 000)(1) = 125
115
110
100
95 91
t
132
119
110
100
94 88
141
124
113
100
91 85
0 0) c\J Lon_ o co co
N....NO(0w O co ts-
1 S.M. = 1 Square Mile = 640 Acres i Just for information only ..-1.....-------- ) CITY OF
\
GENERAL REQUIREMENTS — DRAINAGE
sTA,0AR0 PLAN
PLATE 81
sweer Or
cl ■
ORawN SCL-',:xo fLar/L APPR. 8Y
'-  , -.1- ,- .4 --114-1
xitarc) ( -0 Li! it forks i i
,rvrIC pllOrKS ‘!ef)arrmfnc
537
3 a 5 6 3 9 8  5 6 8 9
Ithlic Works artment

GENERAL REQUIREMENTS - DRAINAGE

STANDARD PLAN
DRAWN: SOHER APPR. BY PLATE 62
SWEET OF
— . -,_
_._.-1. -
 11101111=11 — -..-1. ; . .._;
. —
...*1 ..--  ,
------ ' -.-.
.
. ■.4.--/
— —
—
11111110111INIIMINIIII 1--.--L--...--.,,-
6-----:- = ......— .--4,..
a
t-- 1  1- ■ I . --'-'
4416ii iMi iii t— 4 I
— 4 mane Iiimmulitio
5 
3 2
10 3
a
: L-
5 6 7 3 9 0

PEAK FLOW IN CUBIC FEET PER SECOND
538
13'
5 18' (SEE NOTE 6)
2%
--
62' R/W WIDTH
18' (SEE NOTE 6) 13'
MINOR RESIDENTlAL STREET
66' R/W WIDTH
13' 20' (SEE NOTE 6) 20' (SEE NOTE 6) 13'
8' 5'
@ FOG SEAL:
&0 ASPHALT CONCRETE:
~
,......
0 CAB, CMB, CL2, ORo
"- RECYCLED PMB WITH(O
"- CL2 GRADATION:
;
m
(D @ ZONE OF SUBGRADE:
::l
®
o CONC. C & G:.....J
~ ~ ® CONC. SIDEWALK:
0 PRIME COAT:

RESIDENTlAL COLLECTOR
SS-1 H; RATE=0.10 GAL/SY. ALSO SEE SECTION 203-3 OF S.S.P.W.C.

BASE COURSE-1YPE 111, B2-PG 64-10; MIN., 1 3/4" THICK.

FINISH COURSE-1YPE 111, C2-PG 64-10; MIN., 1 1/4" THICK.

TOTAL THICKNESS 3" MINIMUM, ACTUAL THICKNESS PER SOILS ANALYSIS (SEE NOTES)
MIN. 4" THICK; ACTUAL THICKNESS AS DETERMINED BY SOILS ANALYSIS.

SEE BELOW FOR REQUIRED TRAFFIC INDEX.' MINIMUM 95% RELATIVE COMPACTlON (SEE NOTES)
MIN. 12" THICK; MIN. 95% RELATIVE COMPACTION.
1YPE "A2-6" PER PLATE 111.

MIN. 4" THICK AND 5' WIDE PER PLATE 112 OR AS SHOWN ON APPROVED IMPROVEMENT PLANS.

SC-70; RATE=0.20 TO 0.40 GAL/SQ. YD. ALSO SEE SECTION 302-5.3 OF S.S.P.W.C. (REQUIREMENT FOR PRIME COAT MAY BE WAIVED BY CITY ENGINEER BASED ON FIELD CONDITlONS)
RESIDENTlAL
DRAWN: STAFF CKD.: STAFF
Department of PubJic 1'Iorks

STANDARD PLAN
2002
PLATE ·100
SHEET 1 OF
539

DESIGN CRITERIA
ANTlCIPATED BUS ROUTES
rRAFFIC INDEX > 151 LOTS SERVED
TRAFFIC INDEX 51 - 150 LOTS SERVED
TRAFFIC INDEX 21 - 50 LOTS SERVED
TRAFFIC INDEX < 21 LOTS SERVED
NOTES:
lRAFFlC INDEX

DESIGN VALUE

7.0 6.5

6.0 5.5

5.0 1. APPLY WEED KILLER AT ALL COLD JOINTS, BETWEEN ASPHALT AND GUTTER, AND BETWEEN CURB AND SIDEWALK. WEED KILLER SHOULD STOP 6' FROM DRIP UNE OF TREES.

2. IN NEW DEVELOPMENT, FINISH COURSE OF AC SHALL BE PLACED PRIOR TO ANY BUILDING OCCUPANCY.

3. ACTUAL ASPHALT AND BASE THICKNESSES TO BE DETERMINED BY SOILS ANALYSIS WITH MINIMUM THICKNESS AS NOTED.

4. SLURRY SEAL IN LIEU OF FOG SEAL MAY BE REQUIRED IF FINISH COURSE IS DAMAGED DURING CONSTRUCTlON.

5. ALL STREET CUTS OCCURING AFTER FINISH COURSE PAVING SHALL BE REPAVED IN ACCORDANCE WITH PLATE 602 SHEET 3 OF 5 (NEWLY IMPROVED STREETS).

6. ADDITlONAL PAVEMENT WIDTH MAY BE REQUIRED AT INTERSECTlONS. & 7. A.C. COMPACTlON SHALL BE 96.5%.

RESIDENTlAL STREET
DRAWN: STAFF CKD.: STAFF
Department of Public rlorks

STANDARD PLAN
2002
PLATE 100
SHEET
540
SECONDARY ARTERIAL 32'
PRIMARY ARTERIAL 42'
VARIES 1ITYPICALLy 30
W2
W2
8-1 7' I 7'
T.1. 10.5. MINIMUM
W2
G) FOG SEAL:
& ® ASPHALT CONC:
o CAB. CMB. CLASS 2.

OR PROCESSED PMB
WITH CL2 GRADATION:
o ZONE OF SUBGRADE:
® CONCRETE C & G:
® CONC. SIDEWALK:
o MEDIAN CURB:
® PRIME COAT :
® MEDIAN:

SS-1 h; RATE = 0.10 GAL/SY ALSO SEE SECTION 203-3 OF S.S.P.W.C.

MINIMUM 4" THICK. 1YPE 111 B-2 PG 64-10 - 2 1/2" BASE COURSE AND 1YPE 111 C2 PG 64-10 - 1 1/2" FINISH COURSE. ACTUAL THICKNESS PER SOILS ANAL YSIS.

MINIMUM 8" THICK; ACTUAL THICKNESS DETERMINED BY SOIL ANALYSIS FOR REQUIRED TRAFFIC INDEX MINIMUM 95% RELATlVE COMPACTlON.

MINIMUM 12" THICK; MINIMUM 95% RELATIVE COMPACTION.
1YPE "A2-6" PER PLATE 111. 6" CURB ONLY
MINIMUM 4" THICK AND 5' WIDE PER PLATE 112 OR AS SHOWN ON APPROVE IMPROVEMENT PLANS.
1YPE "A1-8" PER PLATE 111, 8" CURB FACE UNLESS OTHERWISE SHOWN.

SC-70; RATE=0.20 TO 0.40 GAL/SQ. YD. -ALSO SEE SECTION 302-5.3 OF S.S.P.W.C. (REQUIREMENT FOR PRIME COAT MAY BE WAIVED BY CITY ENGINEER BASED ON FIELD CONDITlONS).

PROVIDE STAMPED CONCRETE IN ALL AREAS OF MEDIAN 6' (BACK OF CURB TO BACK OF CURB) WIDE OR LESS. PATTERN AND COLOR OF STAMPED CONC.

TO BE PER PLATE 128 UNLESS OTHERWISE APPROVED BY PARKS DEPARTMENT MEDIAN WIDER THAN 6' (BACK OF CURB TO BACK OF CURB) SHALL BE LANDSCAPED AND IRRIGATED PER PARK DEPARTMENT'S REQUIRMENTS.

THEIR REVIEW AND APPROVAL IS MANDATORY.

STREET LIGHTING IN THE MEDIAN SHALL BE REVIEWED & APPROVED BY THE CITY TRAFFIC ENGINEER.

STREET NAME & OTHER TRAFFIC SIGNS SHALL BE AS REQUIRED BY THE TRAFFIC ENGINEER. REFERENCE: PLATE 203.

PROVIDE 4" SLEEVE FOR ALL IRRIGATION LINES UNDER CONCRETE OR BETWEEN MEDIANS.

NOTES:

1. APPLY WEED KILLER AT ALL COLD JOINTS. BETWEEN ASPHALT AND GUTTER. AND BE1WEEN CURB AND SIDEWALK. WEED KILLER SHOULD STOP 6' FROM DRIP UNE OF TREES.

2. IN NEW DEVELOPMENT. FINISH COURSE OF AC SHALL BE PLACED PRIOR TO ANY BUILDING OCCUPANCY.

3. ACTUAL ASPHALT AND BASE THICKNESSES TO BE DETERMINED BY SOILS ANALYSIS WITH MINIMUM THICKNESS AS NOTED.

4. SLURRY SEAL IN LIEU OF FOG SEAL MAY BE REQUIRED IF FINISH COURSE IS DAMAGED DURING CONSTRUCTlON.

5. ALL STREETS CUTS OCCURING AFTER CONSTRUCTlON AFTER FINISH COURSE PAVING SHALL BE REPAVED IN ACCORDANCE WITH PLATE 602 SHEET 3 OF 3 (NEWLY IMPROVED STREETS)

6. ADDITlONAL PAVEMENT WIDTH MAY BE REQUIRED AT INTERSECTlONS. & 7. A.C COMPACTlON SHALL BE 96.5%.

ITY OF ARTERIAL ROADWAy
DRAWN: STAFF CKD.: STAFF ~~í(""'~~""--
Department of Public W'orks APPR~~~_-+-- _

STANDARD PLAN
2002
PLATE 102
SHEET 1 OF 1
541
R=67'
L=37.18'
e =31'47'31"
R=259.72'
L=144.11'
A=31'47'31" ce
U)

SYMMETRICAL ABOUT C/L
(R:25'
L=92.41'
A =21 1'47'31"
R=25'
=90'
L=39.27'
R=227.72'
L=126.35'
0 f)
R=217.72
L=120.81'
=31'47'31"
-J
D
0 U)
32'

NOT FOR NEW DEVELOPMENT

ONLY FOR IMPROVING EXISTING CONNECTIONS

CITY OF RESIDENTIAL SERVICE ROAD BULB CONNECTION
DRAWN: STAFF I CKD  STAFF
Department of Public Works Granville M. Bowmon _SHEET 1 OF 1 APPR 542
ABOUT C.Li
Granville M. owmon

I \ 11

/ /
1 1
.7
-a

NOT FOR NEW DEVELOPMENT

ONLY FOR IMPROVING EXISTING CONNECTIONS

CITY OF INDUSTRIAL SERVICE ROAD BULB CONNECTION
DRAWN: STAFF CK D.  STAFF
Department of Public Works

STANDARD PLAN
2002
PLATE 105
SHEET 1 OF 1
APPR
543
24" SQ.

- -4:

DETAIL "B"

R/W DATA
R=55.00'
A =2720'56"
L=26.25'
.CURB DATA CURB DATA
R=48.00' R=35.00'
A=40'17'46" A=90'00'00"
L=33.76' L=54.98'
SEE DETAIL "A"
n.

SCORED CONC.
60' DIAMETER
SEE DETAIL "B"

R/W DATA
R=60.00'
A=27'20'56"
L=28.64'

CURB DATA
R=70.00'
A =40'17'46"
L=49.23'
0 mR W
ECR
0 ECR
R/W W/2 W A B C D E F G H I
60' 20' 40' 13' 76.32' 26' 10' 35' 26' 110' 55' 144.32' PLANTER 26' DIA.

LANDSCAPE PER
PARKS DEPT.

INSTALL R26F

SIGNS PER CITY
PLATE 203
NOTES:

APPLY WEED KILLER AT ALL COLD JOINTS,

BETWEEN ASPHALT & CURB AND CURB &
SIDEWALK.

SIDEWALK AT ALL DRIVEWAYS MUST MEET
DISABLED ACCESS REQUIREMENT OF 2%
MAX. CROSSFALL.

CURB SEE PLATE
111, A1-6

STREET LIGHT

WATER METER

IRRIGATION SERVICE
FIRE

HYDRANT

WATER MAIN
DETAIL "A"

CITY OF

STANDARD PLAN
2002

RESIDENTIAL CUL-DE-SAC PADDLE TYP
DRAWN: STAFF I CKD.: STAF3
Department of Public Works
PLATE 107
SHEET 1 OF 1
APPR
Granville :owmon
544

CURB DATA
A=25'00'00"
R=100.00'
L=43.63'
T=22.17'
A=SEE BELOW
R=100.00'
\ 1'
(a) SYMMETRICAL
R/W W W/2 A B C
60' 46' 23' 30.63' 33.80' 57.36'
80' 66' 33' 6.98' 7.7' 62.02'
(b) UNSYMMETRICAL
R/W W W/2 A B A
60' 46' 23' 115.26' 27' 50'12'29"
80' 66' 33' 101.98' 23' 42'50'00"
Granville M. Bowman
CITY OF INDUSTRIAL CUL-D -SAC
DRAWN: STAFF ICKD.: STAFFLM
Department of Public Works APPR

STANDARD PLAN
2002
PLATE 108
SHEET 1 OF 1
545
CROWN v ' 409 Ns. pp
`44:3
2 A (SEE NOTE 1)
2%±
cr onvote mon
41 CV CV

R R/W LINE

CURB LINE
Q
R C
(0
R=2
2%± 2%±
w R
NOTE;

1. When A is less thon 72' a smooth curve with a minimum radius conforming with the standards for the particular geometric section shall be used.

2. Sidewalk of oll driveways must meet disabled access requirment of 2% mox. crossfall.

R/W W Ri R2 R3 R4 R5 R6 p
60 40 El 80 90 60 40 30 10
49 36 35 78 84.5 60 42 35.5 6.5
45 32 35 76 82.5 60 44 37.5 6.5
CITY OF KNUCKLE INTERSEC  N STANDARD PLAN
2002
PLATE 109
SHEET 1 OF 1
APPR.

I CKD - STAFF DRAWN: STAFF
Department of Public Works
546
547
548
549
550
551
552
553
554
555
556
557
A1-S (6' CF)
ANO
A1-8 (el' CF)
wz
::J
CD
o:::
~t--.x.,,_a-l
u...
()
BATTER 3:12
---
wz
::J
~CD 1:
o::: u...::J
() o
~ 6" W L::
.:.. :,. . BATTER 3:12u... .~~.A.~...-:()
.,
~ LEVEL
..~
A2-S (~ CF) ANO A2-8 (el' CF)
wz
::J
CD
o:::
::J
6" ()
13"
CD WO:::z
a::J

PAVEMENT
4 DOWEL AT 4' OC
10" MIN. LENGTH,

GROUTED IN PLACE
01-S (6' CF)
ANO
01-8 (el' CF)
u...
()
C1-S (6' CF)
ANO
C1-8 (el' CF)
6"MIN
ALL DIMENSIONS ARE MEASURED IN INCHES.
"CF" IS THE LAST NUMBER IN THE DESIGNATION.

W= 18" FOR ff C.F. & 24" FOR g' C.F.

TYPES Al, A2, A3, AND C1 ARE CONSTRUCTED OF
PORTLAND CEMENT CONCRETE CLASS 520-C-2500 WITH
2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC
YARD.

TYPE Dl IS CONSTRUCTED OF ASPHALT CONCRETE.

TYPE Cl CURB SHALL BE ANCHORED WITH DOWELS AS
SHOWN OR WITH AN EPOXY APPROVED BY THE ENGINEER.

GRADE SHALL BE MEASURED AT CURB UNE AT TOP OF
CURB.

ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS TO
BE ROUNDED WITH A 1/2" RADIUS.

WHEN SOILS EXPANSION INDEX IS ~ 5%, PLACE 4" THICK

SAND OR BASE UNDER CONCRETE CURB AND GUTTER
EXTENDING 1t' BEHIND CURB•
ALL CURBS SHALL HAVE A 1" DEEP WEAKENED PLANE JOINT
AT 10' INTERVALS. FULL DEPTH EXPANSION JOINTS SHALL
BE INSTALLED AT ALL B.C.'S, E.C.'S, D/W'S RECTANGULAR
CORNERS AND AT 60' INTERVAL PER PLATE 112.

A3-S (~ CF) ANO A3-8 (el'CF)
wz
~::J
CD
1:
o::: u...
::J O
()
L::

L_
6" W
o:::wa..
"'>LBATTER3:12' ~
. '.~ LEVEL ..........
.. L --
......
-- 3
.. ~..: '.. ..
u...
()
NOTES:
lo

2. lA. 3.
l..U 4.

5. 6.
~ ~ 7.
"-Q)
o
;
a 8.

E
~u 9."tJ
;B
..J
d ..-- 10.

STANDARD PLAN
2002CONC. CURS, CURS a: GUTTER, A.C. BERM
DRAWN: A. ROQUE CKD.: HUNG LE PLATE 111
Department of Public Works APPR. L Iderrama P el En Ineer SHEET 558
60'
"'1
10' 10' 10'
5' I 5' 5' I 5' SEE NOTE
I I
No. 7
10' 10' 10'
~ 60' ~
¡

EXPANSION JOINT

MATERIAL
(J) (J)
:d
(J)
4' en
~
W~ d W~
Z....J <1 4 Z....J••<1 ~«
º~2~ &
..
&~
7 ".
.,
7 ~:~ ::Ce i. <1 .i. ::Ce
</ 1-- 1--(J) en4· : .4t!J .SLa.. <1' 4.
i:1 4 .SLa..
<1 ::!:o ..:.
<l . ~ ::!:o
WEAKENED-pLANE JOINT EXPANSION JOINT
NOTES:
& 1. CONCRETE FOR SIDEWALK SHALL BE 520-C-2500 WITH 2LBS OF 3/4!' LONG POLYPROPYLENE FIBERS .PER CUBIC YARD, WITH 4!' MAX. SLUMP. SELF HAUL NOT PERMITTED. & 2. CONCRETE SIDEWALK SHALL HAVE A MIN. WIDTH OF 5' ANO MIN. THICKNESS OF 4".

3. EXPANSION JOINTS SHALL BE MADE AT B.C. ANO E.C. OF ALL RETURNS, AT THE OUTER EDGES OF DRIVEWAYS INCLUDING "x' DISTANCES, ANO AT UNIFORM INTERVALS AS SHOWN ON PLATE 113 OR AS DIRECTED BY INSPECTOR.

WEAKENED PLANE JOINT, ONE INCH DEEP, SHALL BE CONSTRUCTED AT EQUAL SPACING BETWEEN EXPANSION JOINS IN WAL.KS ANO GUTTERS.

WEAKENED PLANE JOINTS IN THE CURB ANO GUTTER SHALL AUGN WITH CORRESPONDING JOINTS IN THE WALK.

LONGITUDINAL SCORING UNES WILL BE REQUIRED IN WALKS 10 FEET OR WIDER.

WEAKENED PLANE JOINTS IN SIDEWALK SHALL BE CONSTRUCTED WITH DEEP GROOVING TOOL.

MINIMUM 1" DEEP.

WHEN SOILS EXPANSION INDEX IS ~ 5%, PLACE 4!' THICK SANO OR BASE UNDER CONCRETE CURB ANO GUTTER EXTENDING 1'1.' BEHIND CURB ANO UNDER SIDEWALK• WEED KILLER SHALL BE APPLlED AT ALL COLO JOINTS ANO STOP 6' SHORT OF TREE DRIP UNE.

4. ~ ~ 5.
"g 6.
¡
ti

7.E
~G"'ti

8.;B
...J
~ 9.

DRAWN: STAFF
Department

STANDARD PLAN
2002
PLATE112
SHEET
559
W ,..

AGG. BASE PER

STREET SECTION
(4" MIN.)
'\
¡-P.C.C.
#4 REBAR @ 12" O.C., BOTH WAYS
BASE PER STREET SECTION (4" MIN.)
\.
\ /
'-.... - 6'
l' (MIN) A.C. PAVING
\

STANDARD SECTION
AGGREGATE BASE REQUIRED UNDER CROSS GUTTER BEGINNING AT B.C.R. & E.C.R. & UNDER SPANDREL.
-- INDICATES COLD JOINT (CJ) OR EXPANSION JOINT (EJ).
- - - INDICATES WEAKENED PLANE JOINT 2" DEEP TO BE PLACED WHEN W IS GREATER THAN 20'.

CROSS GUTTER & SPANDRELS THICKNESS SHALL BE g' FOR CROSS GUTTER WIDTH OF 16', 18', AND 20'.

STEEL REINFORCING SHALL BE #4 BARS AT 1t' O.C. BOTH WAYS IN CROSS GUTTER & SPANDRELS.

CROSS SLOPE OF CROSS GUTTER TO FLOW UNE SHALL BE 2%.

TRANSITION SECTION SHALL BE INCREASED BY 2' FOR 2' INCREMENTS FOR CROSS GUTTER WIDER THAN 8'.

CONSOUDATE CONCRETE USING A VIBRATOR.

ALL CONCRETE SHALL BE CLASS 520-A-2500 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC YARD.

PRIOR TO MACHINE PAVING AGAINST

PCC X-GUTTER, A WEDGE OF AC
6' IN WIDTH MUST BE PLACED BY

HAND, AS INDICATED, TO PREVENT

MACHINE DAMAGE TO GUTTER, (BOTH
SIDES). TACK EDGES OF X-GUTTER
WITH TACK COAT SS-1 H. AC WEDGE
TO BE PLACED 7 DAYS AFTER
X-GUTTER HAS BEEN POURED.
l. ..L ""tIl...1()()(Y x x o =r=-s o x '>C'XYY .1
I
15' lVVVX':~ ~ -./ 1 iio :±:::= I xV x x I 15'
: TRAN·SITION L P.C.C. ~'-W'P.J'@EQUJA
L
_ __ 'r.. INTERVALS TRANSITION
SECTION (NOTE 7) #4 REBAR @ 12" O.C. (20' MAX.) SECTION (NOTE 7)

BOTH WAYS IN X-GUTTER A
AND SPANDREL. HIKE SPANDREL TO HAVE 2"

LESS CURB FACE THAN
CALLED FOR ON PLANS.

NOTES;

1. 2.
~
o
~ 3.
" &4.Q)
o
¡
o
E 5.g
U'U
;B 6.
..J 7.
d 8.
&9.

0.1' BELOW
....... --+---1 CROSS GUTTER t:;:;:z;::;¡R"---4.
~
¡
CROSS GUTTER a: SPANDREL
DRAWN: STAFF CKD.: STAFF
Department of Public W'orks APPR.~~~~~~~===-

STANDARD PLAN
2002
PLATE114
SHEET
560
A~-

FOR STO C & G

ANO SIOEWALK
SEE PLATE 111
& 112

MONOUTHIC CURB, GUTTER, &

ORIVEWAY UNLESS CURB

MACHINE IS USEO
W
e==:!~~~===:::;::==:!::::;:=d~~~=======ff-6" OR 8" CF
B~-

FOR STO C & G

ANO SIOEWALK
SEE PLATE 111
& 112

SIOEWALK
MONOLlTHIC CURB, GUTTER, &

ORIVEWAY UNLESS CURB

MACHINE IS USEO
NQTES:

1. MUST BE A MINIMUM OF s: FROM STREET UGHT, FIRE HYORANT OR BEGINNING OF CURB RETURN MEASUREO FROM ENO OF "x'. MUST BE MINIMUM OF 3' FROM PROPERTY L1NE. MUST BE A MINIMUM OF 20' OF FULL CURB BETWEEN ORIVEWAYS ON THE SAME LOT.

2. THE CURB ANO GUTTER SHALL BE SAWEO AT THE NEAREST SCORE MARK• .& 3. ALL CONCRETE SHALL BE 520-C-2500 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC VARO.

4. ALL ORIVEWAYS SHALL INCLUOE AN A.O.A. COMPLlANT PATHWAY• .& 5. WHEN OEPRESSEO CURB & GUTTER NOT POUREO MONOLlTHIC WITH ORIVEWAY, INSTALL 2-#4 REBARS FULL LENGTH FROM EXPANSION JOINT TO EXPANSION JOINT. 1"
5'
1/,4" PER FOOT .!
Z

REMOVE & REPLACE
EXIST. A.C. & COMPACT 1-1..=....:.....-­
MATERIAL W/ VIBRATING --r7-_~

PLATE OR WHACKER
~
EXP J = EXPANSION JOINT; CJ = COLO JOINT; SC = SAW CUT.

W = SEE PLATE 115 SHEET 2
X = 3' WHEN CURB HEIGHT IS OVER ej' ANO 2' WHEN CURB HEIGHT IS ej' OR LESS.

Z = ej' FOR SINGLE FAMILY RESIOENTIAL, ff FOR MULTI-FAMILY RESIOENTIAL, ANO 8" WITH #4 REBAR 12" O.C. BOTH WAYS FOR COMMERCIAL WITH PRIOR APPROVAL ONLY. y = 5' MIN. (IF Y<5' USE SECTION B-B)
6"
RESlDENTIAL DRlVEWAVB
ORAWN: A. ROQUE CKO.: HUNG LE
Department 01 Public W'orks APPR. --:-r-'!''':'--~-*'-::::--=:--=--:--

STANDARD PLAN
2002
PLATE115
SHEET
561

WIDTH OF DRIVEWAY
TYPE Of STREET RESIDENTIAL COMMERClAlj ARTERIALINDUSTRIAL

TYPE OF DEVELOPMENT MIN MAX MIN MAX MIN MAX
RESIDENTlAL 12 25 -- -- -- --
ONE WAY 18 25 20TRAFFIC -- -- 3D

COMMERCIAL
~ TWO WAY 25 36 25TRAFFIC -- -- 36
;

INDUSTRIAL
ONE WAY 18 25 20 30TRAFFIC -- --

PASSENGER CARS
TWO WAY -- -- 36 25TRAFFIC 25 36
~

INDUSTRIAL
TRUCKS -- -- 25 45 25 45

DRIVEWAYS
~
ITYOF
~ w;D:.:..:R;:::,AW~N,::,::.=;;;S;;;;;TA;;;;;F;;;;;F=;.JI~c~K~D:.:..:==ST;¡¡S=A;;;FF...,;Li!!:i~~ _-J:/:::1J~'~J~-'~~~'~~=- Depl1rtment 01 Public Works APPR. Granville t.4. Bawman

STANDARD PLAN
2002
PLATE 115
SHEET 2 or 2
562
<
J00
15'
GUTTER

TRANSITION SECTION
L.A SEE NOTE 2

PLAN VIEW
SEE NOTE 2
GUTTER

TRANSITION SECTION

CONSTRUCT HANDICAP
W (SEE BELOW FOR ALLOWABLE WIDTHS) [ RAMP PER PLATE 110 lA BOTH SIDES
~
R I 5' TO ALlGN WITH J-------;-¡~--:"":"""-R--.1-
I ACCESS RAMP ~ ~
SEE NOTE 2:,\0:::: • ~I.~/~Ot:1:::¡:::¡::::¡::::¡::¡:::¡::¡::¡::::¡:::¡:~m++l:::¡:::¡::::J+r:::uzm::¡::¡::KAX:Jlo.~.' I be~ ~ ~ in ~ ~ ~. r SEE NOTE 2
• ~~x • x~~ •
XXX ~ ~xx
R

SECTION A-A
~~URB r:START WEDGE
~ 1_ I J. CROSS 1, SLOPE 2% , ,ASPHALT CONC.
1>1>1>1>1>1> • .,. ...... -~.;;::;;::::::::::::~~::::-ÉV82/·~/·./~·/~z~Z~Zt'/~'/~'/~·/~·/~I:!j:"tr~/::j::j::/'::/'/::'/~z~'/)J J - • T·· . . .........p ... 1> (- --:7-HLL_~~I>~':::!I>:.eI>~I>~I>::~1>~~::~I:o~===~-~~=~'::~ L4' AGGREGATE BASE PER l' STREET SECTIONMIN.
- l' MIN. A.C. WEDGE. SEE PLATE 114.

PLACE 7 DAYS AFTER POURING OF
X-GUTTER, BOTH SIDES.

REINFORCED CONCRETE
NOTES;
/

1. 2.

3. Lt4.

5. 6.

7. AGGREGATE BASE REQUIRED UNDER CROSS GUTTER BEGINNING AT B.C.R. & E.C.R. & UNDER SPANDREL.
-- INDICATES 1/2" EXPANSION JOINT OR COLO JOINT.

REBAR, #4 SIZE, 12" ON CENTER, BOTHWAYS, GUTTER ANO SPANDREL.

ALL CONCRETE SHALL BE CLASS 520-A-2500 WITH 2LBS OF 3/4' LONG POLYPROPYLENE FIBERS PER CUBIC YARD.

FOR SIDEWALK TREATMENT AROUND THE CURB RETURN, CURB RADIUS, ANO RIGHT-OF-WAY REQUIREMENTS, SEE NEXT SHEET. /'
APPLY WEED KILLER AT ALL COLO JOINTS.

INSTALL z' DEEP WEAKENED PLANE JOINTS AT 20' INTERVALS.

WIDTH OF DRIVEWAY
ARTERIAL1YPE OF STREET

MIN MAX MIN MAX MIN
12 25 -- -- --
ONE WAY 18 25 20TRAFflC -- --
TWO WAY 25 36 25TRAFFIC -- --
ONE WAY -- 18 25 20TRAFFIC --
TWO WAY -- -- 25 36 25TRAFFIC
-- -- 25 45 25 45
36 36
30 30
MAX

COMMERCIAL/

INDUSTRIAL

RESIDENTIAL

INDUSTRIAL

PASSENGER CARS

INDUSTRIAL
TRUCKS

TYPE OF DEVELOPMENT

COMMERCIAL

RESIDENTIAL
COMMERCIAL cIr: INDUSTRIAL DRlVEWA'tS
DRAWN: A. ROQUE ICKD.: HUNG LE
Department of Public 1Yorks
/ 72_~
APPR. ~bl
L BCllderrama. PE. City Enaineer

STANDARD PLAN
2002
PLATE 116
SHEET 1 OF 2
563

REOWOOD HEADER
OR CONC. CURB

ACCESS RAMP & GROOVING PER
DETAILS SHOWN ON PLATE No. 11 O
SHEET 6, TYPE 1
Al
I
A..J

PLAN VIEW

W PER TABLE

FULL CURB
HEIGHT 6" OR 8"
SEE DETAlL "P;', "s", "c",
OR "O" ON SHEET 10
R

PER TABLE BELOW

START OF
WEDGE
6'
9'
or to P/L
4' 4' ••5'

SECTION A-A
s
TYPE OF ROADWAY R 6" CF 8" CF
ARTERIAL ROADWAY (PLATE No. 102) 35' 4.0% 4.6%
COMMERCIAL/LOCAL ARTERIAL (PLATE No. 101) 25' • 5.2% 6.2% IN FILL AREA (SPECIAL CASE) PRIOR 20' 6.6% 8.1%APPROVAL BY PWD REQUIRED • IF PREDOMINANTLY USED BY TRUCKS, USE R=35'
•• FIVE FOOT OF GUTIER WmTH TO
HAVE 2% MAX. CROSSFALL FOR
DISABLED ACCESS PATHWAY AND ro ALlGN
WITH RAMPS.
~DRA:~~~F;RC~ ~AF~NDUSTRIAL DRIVEWAYS
Department of Public Jforks APPR. Gronville M. Bowmon

STANDARD PLAN
2D02
PLATE 116
SHEET 2 OF 2
564
& #4 @ 12" Con
&#4 Cont Total
evenly spaced
NOTES:

SECTION
12"

STRUCTURAL SECTION PER

SOILS ENGINEER
&1.&2.

REINFORCEO CONCRETE (8" THICK WITH #4 BARS @ 12" O.C. BOTHWAYS).

ALL CONCRETE SHALL BE CLASS 520-A-2500 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBIC VARO.

RlB80N GUTTER
ORAWN: STAFF CKO.: STAFF
Department O/ Public W'orks APPR.~e;;z:;~~;-q~~---:--

STANDARD PLAN
2002
PLATE117
SHEET
565
* WATER

MAY BE B OTH S IDES SOUTH & EAST

6.5'
0 * SEWER

WATER METER VAUL

WATER METER VAULT
Ln
0 z
w w
w
>-
T

EDISON
& GAS
5 '
z
* MINIMUM SEPARATION REQUIRED WHEN ELECTRICAL

CROSSES BENEATH SEWER & WATER

GENERAL NOTES

1. ALL INSTALLATIONS IN PUBLIC— RIGHT— OF WAY SHALL BE APPROVED BY THE CITY FOR LOCATION.

TWO COPIES OF PLANS DETAILING THE LOCATION OF ALL UNDERGROUND UTILITIES INSTALLED SHALL

BE SUBMITTED BY THE SUBDIVIDER, OR THE PARTY MAKING THE INSTALLATION, TO THE CITY OF OXNARD FOR REVIEW AND APPROVAL.

3. CABLE TV SHALL CROSS STREETS (TRANSVERSE) AT DEPTH OF 36" PER STATE CODE.

4. TRENCH BACKFILL TO BE COMPACTED PER STANDARD SPECIFICATION OF PUBLIC WORKS CONSTRUCTION, SECTION 306-1.3.4 AND PLATE 602.

5. IN AREA PREVIOUSLY IMPROVED, CABLE TV SHALL BE INSTALLED PER ALT. 1.

6. DOES NOT COVER CONVENTIONAL UNDERGROUND ELECTRICAL SUBSTRUCTURES WITHIN RESIDENTIAL SUBDIVISION.

7. "AS—BUILTS" ARE REQUIRED FROM THE ENGINEER.

8. ENGINEERING STAKING MUST BE PROVIDED.

9. PERMIT FROM THE CITY IS REQUIRED FOR EACH TRENCH. DRY UTILITIES MAY SHARE A TRENCH.

10. IF WATER AND SEWER IS LOCATED AT A GREATER DEPTH THAN 6', SCE (750 VOLTS OR GREATER) WILL BE PERMITTED TO CROSS ABOVE SAME, BY USING P.C.C. IN A 4" MINIMUM THICKNESS ENCASEMENT, AS PER P.U.C..

11. ANY UTILITY CUTS ACROSS STREET WILL BE 90' TO STREET ALIGNMENT AND SHALL BE BACKFILLED WITH 2—SACK SLURRY.

CITY OF UNDERGROUND UTILITIES LOCATED IN STREET
DRAWN: STAFF ICKD  STAFF
Department of Public Works

STANDARD PLAN
2002
PLATE 120
SHEET 1 OF 1
APPR
Gronvdle M. Bo on
566
16 z c.
r-)6
WATER
11' 11'
tn
-J

WATER ME TER
z
0 EDISON
& GAS

BOTH SIDES SO UTH & EAST
>-
2 SJ1. 10 14 allg nd J o

UNDERGROUND UTILITIES LOCATED
j _N i s NMVLICI
-4
REV, APPR. BY DATE 9-21-95 REV, APPR. BY DATE
0 MINIMUM SEPARATION REQUIRED

WHEN ELECTRICAL CROSSES
UNDER SEWER & WATER.

GENERAL NOTES

1. ALL INSTALLATIONS IN PUBLIC RIGHT OF WAY SHALL BE APPROVED BY THE CITY FOR LOCATION.

2. TWO COPIES OF PLANS DETAILING THE LOCATION OF ALL UNDERGROUND UTILITIES INSTALLED SHALL BE SUBMITTED BY THE SUBDIVIDER, OR THE PARTY MAKING THE INSTALLATION, TO THE CITY OF OXNARD FOR REVIEW AND APPROVAL.

3. CABLE TV SHALL CROSS STREETS (TRANSVERSE) AT DEPTH OF 36" PER STATE CODE.

4. ALL TRENCH BACKFILL TO BE COMPACTED PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.3.4 AND PLATE 602. TWO SACKS SLURRY BACKFILL ON ALL TRANSVERSE CUTS.

5. IN AREA PREVIOUSLY IMPROVED, CABLE TV SHALL BE INSTALLED PER ALT. 1.

SEWER
z
c-)
0 if
IC I Ncs'
pzp

tV

6. DOES NOT COVER CONVENTIONAL UNDERGROUND ELECTRICAL SUBSTRUCTURES WITHIN RESIDENTIAL SUBDIVISION.

7. "AS— BUILTS" ARE REQUIRED FROM THE ENGINEER.

8. ENGINEERING STAKING MUST BE PROVIDED.

9. PERMIT FROM THE CITY IS REQUIRED FOR EACH TRENCH. DRY UTILITIES MAY SHARE A TRENCH.

10. IF WATER AND SEWER IS LOCATED AT A GREATER DEPTH THAN 6', S.C.E. (750 VOLTS OR GREATER) WILL BE PERMITTED TO CROSS ABOVE SAME, BY USING P.C.C. IN A 4" MINIMUM THICKNESS ENCASEMENT, AS PER P.U.C..

11. ANY UTILITIES CUTS ACROSS STREET WILL BE 90* TO STREET ALIGNMENT. 567
SAWCUT (TYP.) AT 3" SCHEDULE 80 P.V.C.

NEAREST SCORE LINE OR C.I.P.
12"
1111111111. 
L . iiii,.. ..„.th
simist„\\.5.
niiml,1 RAIL
11141111L IIIMILAMMININKI 1E11
0111111ff FLOW 111 WWI 111, PLAN CURB 8c GUTTER

■\ NN REMOVE AND REPLACE EXISTING CONCRETE (4" THICK). PLACE EXPANSION

N. N. JOINTS BETWEEN EXISTING AND NEW CONCRETE. ANGLE SHALL BE DETERMINED BY THE INSPECTOR.
12" 12^

WELDED WIRE MESH
6x6—W5xW5
111111111111111111111
. co
3" SCHEDULE 80 P.V.C.
4 OR C.I. PIPE SHALL BE

CUT FLUSH WITH CURB
PA I I I I 1 FACE. MATCH FLOW
<a a <a °< <7.

LINE OF GUTTER. WHERE

THERE IS ONLY CURB,
RAISE PIPE i" ABOVE
FLOW LINE. SECTION A-A
NOTES:
2" 2" 1. EXISTING P.C.C. CURB MAY BE CORE
Miii/ilil DRILLED TO ACCEPT PIPE, AS APPROVED
BY ENGINEER.

2. NO NEW SIDEWALK DRAINS ALLOWED IN
d A
:,,t_ d ./
ra\ ° 4

SECTION
‘NII.1/1
13 4
B-B
RESIDENTIAL CONSTRUCTION. LIMITED USE
ALLOWED IN NON—RESIDENTIAL AREAS WHERE
STRUCTURES ABUT PUBLIC SIDEWALKS. PRIOR

APPROVAL OF CITY ENGINEER REQUIRED FOR
ALL INSTALLATIONS.

CITY OF
. SIDEWALK DRAIN-PIPE STANDARD PLAN
2 002
PLATE 122
SHEET 1 OE 1
DRAWN: STAFF I CKD - STAFF
APPR Department of Public Works Granville M. Bowman
568
5' 10' 5'

ACCESS RAMP DRIVEWAY
WPJ = WEAKENED PLANE JOINT
EXP JT = EXPANSION JOINT
BCR = BEGINNING OF CURB RETURN
ECR = END OF CURB RETURN
SL = SCORE LINE
ISZ V
EXP. JT.
5' 5
CUR
NOTES:

1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT

EXPANSION JOINTS SHALL BE MADE ON CURB & GUTTER AND SIDEWALK AT THE BCR, ECR, DRIVEWAYS AND AT 60' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE USED AROUND POLES LOCATED IN SIDEWALK AREAS.

2. CURB & GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK.

TREE WELL

UTILITY
POLE
EXP JT

3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR INTERVALS NOT TO EXCEED 10' IN WALKS AND CURB & GUTTERS. WALK AND CURB JOINTS SHALL BE ALIGNED.

4. S/W SHALL BE SCORED AT 5' INTERVALS.

5. WEED KILLER SHALL BE APPLIED AT ALL COLD JOINTS AND SHALL STOP 6' SHORT OF THE TREE DRIP LINE.

GUTTER

S/W SCORE LINE WHEN
S/W IS 10' OR MORE

PROPERTY LINE
ECR
5' 5' 5'
cr w
a
O

ACCESS RAMP
(SEE PLATE 110)
SEE PLATE 112 FOR ADDITIONAL INFORMATION ON EJ, WPJ, AND SCORING LINES - TYPICAL SPACING.

CITY OF CURB AND SIDEWALK
DRAWN- STAFF I CKD.: STAFF
Department of Public Works
INTS
Gronvale M Bowmon

STANDARD PLAN
2002
PLATE 1 13
SHEET 1 OF 1
APPR
569
%"0 BAR

ANCHOR DETAIL

GUTTER TO
MATCH EX.

J BARS
GALV. STEEL
ANGLE
FINISH

SIDEWALK
BATTER 3:12
FOR 5=30" AND LESS USE
2 ANCHORS OTHERWISE USE
3 ANCHORS
FOR S=48" AND LESS, B=3"
USE 2 -1/2" x2" x3/8"
GALVANIZED STEEL ANGLE.

OTHERWISE B=4" . USE
3-1/2" x3" x1/2" GALVANIZED
STEEL ANGLE.

J BARS ARE #3
3i
SEE NOTE 8
6" S 6" #3,12" 0.0
MAX.

SECTION B-B
1- 8" 1

SECTION A-A

PIPE PER IMPROVEMENT

OR GRADING PLAN

HINGE COVER AT

TOP OF FRAME

RECTANGULAR FRAME &
COVER PER APWA STD.

PLATE 152.

SECTION
INLET TYPE 2
INLET
TYPE 1
KK\ , INLET
TYPE 2
P/L
3" MIN.
24'

SECTION
INLET TYPE 1

0_ [14 (f)
V) 0
<

Z 0 —.el-- 3"
o
a- <
v) z0 I rANCHOR
I

CURB FACE
<told
PLAN
S 10 10'

POINT M
F.L
POINT N POINT P POINT C) -2 1
S/2 TOP OF CURB TC GRADE LINE AS

SHOWN ON PROFILE
POINT M POINT N

PROFILE

POINT P POINT Q
S
J BAR

SPACING
12" 7"
18" 7"
24" 7'
30" 7"
36" 7'
42" 6"
48" 5"
54" 616"
60" 5"
66" 4"
72" 316"
Granville M. 06wmon
CITY OF PARKWAY DRAIN
DRAWN: STAFF ICKD. - STAFF
Department of Public Works APPR

STANDARD PLAN
2002
PLATE 124
_SHEET 1 OF 2
570
NOTES:

1. FLOOR OF BOX SHALL BE TROWLED SMOOTH.

2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.

3. FOR OPEN DITCH (TYPE 2), THE 24" EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" OR MORE FROM THE R/W LINE: HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT.

4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL.

5. A HEADED STEEL STUD WITH A %" x 6—%, 1" HEAD ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR.

6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" AT POINT N AND P.

7. THE 3" LEG OF THE %" DIA. ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK.

8. SLOPE = 2.0%
La
0 Q.
a a

PARKWAY DRAIN
APPR

STANDARD PLAN
2002
PLATE 124
SHEET 2 OF 2

CITY OF
DRAWN: STAFF I CKD  STAFF
Department of Public Works
571
3" Dia. REFLECTORS
3' -0" 0.C., STAGGERED -\

USE MARKER
TYPE N CENTERED 4" x 4" 0 6" -0" 0.C. ALL

WOOD TO BE PAINTED WHITE
2" x 6" REDWOOD 0% Of ,C bv
0 
6' - 0" 6' - 0" 6' - 0"
ELEVATION VIEW
r „0 -,ti - O -
to
USE 2 - ih" x 7" BOLTS EACH POST AND PANEL
c0 r
4"x 4" REDWOOD
2"x 4" REDWOOD HEADER
A
END OF

PAVEMENT I
I 51-
t.....J
- ASPHALT COATING
I
CROSS SECTION
NOTES;

1. BARRICADE MUST EXTEND FROM PROPERTY LINE TO PROPERTY LINE.

CITY OF BARRICADE STANDARD PLAN
2002
PLATE 125
SHEET 1 OF 1
DRAWN: STAFF I CKD . STAFF
APPR 1 Department of Public Works Cron:i e M. Bowman
572

HANDICAP ACCESS RAMP PER
PLATE 110 (TYP. AT ALL 4 CORNERS)
MEDIAN END PER PLATE 127
MIN.
5'
90' PREFERRED
72' MINIMUM
106 MAXIMUM
z /

INTERSECTING ROAD
41110001 4141141:414.: 5.5.:INSURRin it iteirt
30'

CENTERLINE
M=200' MINIMUM AT ARTERIAL INTERSECTING ROAD ACTUAL LENGTH TO BE DETERMINED BY THE CITY TRAFFIC ENGINEER.

NOTES:

1. MEDIAN CURB HEIGHT SHALL BE 8" UNLESS OTHERWISE APPROVED BY CITY ENGINEER.

2. COLORED STAMPED CONCRETE MEDIAN PAVING SHALL CONFORM TO THE REQUIREMENTS AND APPROVAL OF PARKS.

3. DECORATIVE SCORED CONCRETE IN TRAVEL WAYS AND INTERSECTIONS SHALL BE DESIGNED TO WITHSTAND PROPER TRAFFIC INDEX AS OUTLINED IN SECTION 14, PLATE 8.

4. MINIMUM SPACING FOR FULL ACCESS MEDIAN BREAKS SHALL BE 1320' ON ARTERIALS UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER.

Department of Public Works
DRAWN: STAFF I CKD  STAFF

INTERSECTION AND LEFT TURN POCKET
APPR
Granville 8owmon

STANDARD PLAN
2002
PLATE 126
SHEET 1 OF 1

CITY OF
573
CURB
U
FACE \ cri
T .-.,...
-,..,, .
Q .

R1
Al

CURB FACE M

MEDIAN END
CURB FACE OR TRAFFIC LINES ciI
---,,,
R1
Al
CURB FACE cv M

LEFT TURN POCKET FINGER
W M R L. T L R1 A1 Ll T1
14' 43.13' 100' 26' 06' 32" 23.19' 45.57' 2' 153' 53' 28" 5.37' 8.63' 4' 13.86' 50' 16' 25' 35" 7.22' 14.33' 1' 163' 34' 25" 2.85' 6.93' 16' 46.99' 100' 28' 39' 06" 25.54' 50.01' 151' 20' 54" 5.28' 7.83' 6' 19.39' 50' 23' 18' 41" 10.31' 20.34' 1' 156' 41' 19" 2.73' 4.85' NOTE:

ALL NECESSARY SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE CURRENT STATE STANDARDS AND/OR AS DIRECTED BY THE CITY ENGINEER.

CITY OF MEDIAN ENDS DETAIL STANDARD PLAN
2002
PLATE 127
SHEET 1 OF 1
DRAWN: STAFF ICKD  STAFF ____ APPR
J Department of Public Works Cronvale M Bowmon
574
MEDIAN CURB (TYP.)
ASPHALT PAVING (TYP.)
COLORED STAMPED CONCRETE WITH 6" -12"
RIVER ROCK PATTERN (4" THICK MIN.)
A

PLAN VIEW
4 1.11.1"111111=111
CROWN ABOVE CURB - 1/2"
PER FT. OF WIDTH - 1
40
90% COMPACTED SUBGRADE
COLORED STAMPED CONCRETE WITH 6" -12"
RIVER ROCK PATTERN (4" THICK MIN.)

MEDIAN CURB

ASPHALT PAVING

SECTION A-A
NOTES:

1. STAMPED CONCRETE SHALL BE 6'-12" RIVER ROCK PATTERN. COLOR SHALL BE PECAN TAN # A55P. STAMPED PATTERN SHALL BE FROM BOMANITE & COLORS SHALL BE FROM L. M.

SCOFIELD CO. OR APPROVED EQUAL.

2. THE PATTERN IMPRINT SHALL BE 1" MIN. DEPTH.

3. THE PATTERN JOINT WIDTH (BETWEEN SIMULATED ROCKS) SHALL BE 1/4" MIN. - 1 1/4" MAX.

4. ALL JOINTS SHALL BE UNGROUTED.

5. ORIENT WEAKEN PLANE LINES ACROSS THE SHORT DIMENSION ON THE PATTERN AND AT INTERVALS NOT TO EXCEED 15'.

6. PLASTIC SHEETING SHALL BE LAID OVER CONCRETE PRIOR TO STAMPING PATTERN TO PRODUCE "LOAFED" SURFACES.

7. APPLY COLORWAX TO ALL SURFACES.

CITY OF STAMPED CONCRETE MEDIAN DETAIL
DRAWN: STAFF 1CKD  STAFF
Department of Public Works APPR' Granville M. owmon

STANDARD PLAN
2002
PLATE 128
SHEET 1 0 1 1
575
NO
PMKtNG
BUS
STOP
-

43.59'
,2%
1a"
- c00 .-
~
.....
a'-5'
LA
PlAN
o
60' PREFERREO
PCC PADC"SEE NOTE 4
r--_MATCH EXISTING
GUTTER
CURVE DATA: CON CURB UNE)
R=50'
.6.=25·50'31"
L=22.55'
T=11.47'
50' Min. SEE NOTE 2
~4'--J-.r-----"';"'-~ lYPE A3-6 CURB & GUTTER
6" lJ' CUB CROSS FALL ON GUTTER
CL-'2
In
É3ASE OR MODfFlEO TO MATCH

RECYCLEO PMB AOJACENT SLAB
w/ CL-2 GRAOATION

SECTION A-A

SIOEWALK
PER PL 112
BASE
#4 • 12"

BOTHWAYS

43.59'
AC. WEOGE, AC.

SHALL BE a"

THICK ADJACENT

TO CONCRETE
AC. PVMT.

NOTES:
& 1. ALL CONCRETE SHALL BE CLASS 560-C-3250 WITH 2LBS OF 3/~' LONG POLYPROPYLENE FIBERS PER CUBtC YARO. STEEL SHALL BE GRADE 40.

2. FOR EACH ADDITIONAL PASS THROUGH BUS BERTH AOD 50' ANO FOR EACH AODITIONAL LAYOVER BUS BERTH ADO ao'.

3. APPLY WEEO KILLER AT ALL JOINTS.

4. TURNOUT TO MATCH EXPANSION OR WEAKENEO PLANEO JOINTS IN CURB.

STAHQIIRO PLAN
2002
PLATE 200

BUS TURNOUT - F'OR STREET WITHOUT PARKING LANE
576
50' Min. SEE NOTE 2
60' PREFERRED
BUS SHELTER Al
NO

PMICING
BUS
STOP
~
""
¡g
11Q::"

34.12'

SIDEWALK PER
PLATE 112
SEE NOTE 4
PLAN
CURVE DATA: (ON CURB LINE)
R=50'
~=19·56'55"
L=17.41'
T=8.79'
NOTES:
~ 1. ALL CONCRETE SHALL BE CLASS 560-C-3250 WITH 2LBS OF 3/4" LONG POLYPROPYLENE FIBERS PER CUBle YARO. STEEL SHALL BE GRADE 40.

2. FOR EACH AODITIONAL PASS THROUGH BUS BERTH ADO 50' AND FOR EACH ADDITIONAL LAYOVER BUS BERTH ADD 80' .

3. APPLY WEED KILLER AT ALL JOINTS.

4. TURNOUT TO MATCH EXPANSION OR WEAKENED PLANEO JOINTS IN CURB. 4 O 12"O.C.

BOTHWAYS
6'
f[
6" Min. CMB, CL-2 BASE
or RECYCLED PMB w /
CL-2 GRADATION

SECTION A-A
A.C. WEDGE, A.C. SHALL
BE 8" THICK AOJACENT "\
TO CONCRETE \ 6'
~----t"""""'--"""""'-----"
STREET
~
I
I
I ~.-
8 ;
o
E
~
Jdi
...J
~
-.as TURNOUT - FOR STREET wtTH PARKING LANE
DRAWN: A. ROQUE CKD.: HUNG LE
DeparúrJent 0:/ PubJic 1forka APPR._--#--...-.=:;;;.. ............... _ STANDARD PlAN
2002
PLATE 201
577
U R N
FIGURE 5 FIGURE 6
ce
a
0 V)
FIGURE 4

FOUR LANE STREET WITH TURN LANE

AT INTERSECTION
r-
FIGURE 3

AN INTERSECTION
6 tD I

MULTI-LANE STREET WITH

TURN LANE

FREEWAYS AND EXPRESSWAYS

TYPICAL HYDRANT MARKER LOCATION
-FIRE HYDRANT
-BLUE PAVEMENT MARKER
FIGURE 1 FIGURE 2

TWO LANE STREET MULTI-LANE STREET
NOTES:

1. INSTALL TWO-WAY BLUE REFLECTIVE MARKERS. MARKERS SHALL BE AS SPECIFIED IN CALTRANS STANDARD SPECIFICATIONS AND APPROVED BY FIRE CHIEF.

2. INSTALL MARKERS WITH EPDXY APPROVED BY THE CITY TRAFFIC ENGINEER.

CITY OF BLUE REFLECTIVE PAVEMENT MARKERS
DRAWN: STAFF1CKD STAFF 
Department of Public Works

STANDARD PLAN
2002
PLATE 202
SHEET 1 OF 1 Granville M. Bowmon
APPR
578
579
580
581
582
583
584
4" SQUARE STEEL TUBE W/ WELDED
CAPPED TOP. PAINT W/ AUTOMOTIVE
ENAMEL TO MATCH MALAGAR GREEN #7.
40--- 1 /8" THICK FLAT CUT OUT

ALUMINUM GRAPHIC FACE
PANEL W/ BENT ENDS ONLY.

PAINTED FINISH ON ALL SIDES
& SURFACE APPLIED VINYL
ON FACE & BENT ENDS.
11b" x 1 14" STEEL TUBING WELDED
& PAINTED AUTOMOTIVE ENAMEL
TO MATCH MALAGAR GREEN #7.
2" x2" STEEL TUBING WELDED FLUSH,
FACES GROUNDED SMOOTH. PAINT

W/ AUTOMOTIVE ENAMEL TO MATCH
MALAGAR GREEN #7.

NOTE:

1. PAY SPECIAL ATTENTION TO ALL WELDS,

WELDS ARE TO BE IMPERCEPTIBLE IN
THE FINISHED WORK.

L. Golderrom0, City Engineer
APP
ELEVATION: SIGN TYPE 1
aQ
5' - 1 0 14"

TYPESTYLE: STEMPLE GARAMOND

ITALIC (FLORAL-ADOBE WOO DTYP E

ORNAMENTALS TWO)
TYPESTYLE: CHEVALIER
LAYOUT
DOWNTOWN S1GNAGE
DRAWN: A. Roque I CKD.:

Department of Public Works

STANDARD PLAN
PLATE 208
SHEET 1 OF 1 2
585
3" STEEL CHANNEL 1 ' 3 1e HIGH

WELDED OR MECHANICALLY

FASTENED TO VERTICAL TUBING
ON EACH END. PAINT TO
MATCH COLOR OF SIGN BACK.
1 /8" THICK FLAT CUT OUT

ALUMINUM PANEL FASTENED

TO SIDE CHANNELS W/

BUTTON HEAD HEX SOCKET
SCREWS
EQ EQ
2" x2" STEEL TUBING
116" x 116" STEEL TUBING
CONTINUOUS 2" STEEL CHANNEL
3"

P EACH END
3/4" 4"

PARTIAL DETAIL SECTION
4" SQUARE STEEL VERTICAL

TUBING W/ PAINTED FINISH
o derromo, City Engineer L.
1 /8" THICK FLAT CUT OUT

ALUMINUM PANEL W/ VERTICAL
ENDS BENT AT 90'. FINISH TO

BE PAINTED ON ALL EXPOSED

SURFACES
CONTINUOUS 2" STEEL CHANNEL

WELDED HORIZONTALLY TO
VERTICAL TUBES. TOP & BOTTOM.

PLACE CONSTRUCTION GRADE

ADHESIVE BETWEEN PANEL &

FACE OF CHANNEL TO LIMIT
MOVEMENT OF ALUMINUM PANEL.

PAINT TO MATCH BACK COLOR
OF SIGN PANEL. ISOLATE BETWEEN

DISSIMILAR METALS

CONTINUOUS WELDS TO

VERTICAL TUBES
® PARTIAL DETAIL SECTION

DOWNTOWN SIGNAGE
DRAWN: A. Roque

STANDARD PLAN
PLATE 208
SHEET 2 0F 12 Department of Public Works
586
r--3" ABOVE SIGN PANEL
NEW 4" DIA. POST

WHERE SPECIFIED
APP
L. 8olderromo, City Engineer

EXISTING LIGHT POLE

LAYOUT
NOTES:

1. PAY SPECIAL ATTENTION TO ALL WELDS. WELDS ARE TO
BE IMPERCEPTIBLE IN THE FINISHED WORK.

2. ATTACH PANELS SO THAT THEY ARE PLUMB.

3. PROVIDE FOOTING DETAIL FOR ALL NEW POST CONDITIONS.

ELEVATION: SIGN TYPE 2

DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD 
Department of Public Works

STANDARD PLAN
PLATE 208
SHEET 3 OF 1 2
587
4' —10"
BACK OF 1/8" FLAT

CUT OUT ALUMINUM
PANEL

BACK OF PANEL
1" x3"ALUMINUM TUBE

WELDED TO BACK OF

FLAT PANEL
VARIES
I I
I I
1/8" THICK FLAT CUT OUT ALUMINUM

GRAPHIC FACE PANEL W/ PAINTED

FINISH & SURFACE APPLIED VINYL

CONTINUOUS WELD
1" x3"ALUMINUM TUBE WELDED TO
BACK OF PANEL. PAINTED TO

MATCH PANEL COLOR
18 GA STAINLESS STEEL STRAP—ON
BRACKET. SLOTTED FOR 3/4"

STAINLESS STEEL STRAPPING

EXISTING LAMP POST OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED,
USED 4" DIAMETER STEEL POLES W/

CAPPED TOP)

OPEN TOP & BOTTOM OF TUBE
3/4" WIDE STAINLESS STEEL

STRAPPING & BANDING CLAMPS
„...4
C EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL

EXISTING CONDITION
0 SECTION DETAIL
EXISTING LAMP POSTS OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, USE
4" DIAMETER STEEL POLES W/ CAPPED
TOP)
18 GA x 2" WIDE STAINLESS CHANNEL
STRAP—ON BRACKETS, (2) TWO REQUIRED
PER SIGN. BRACKETS SLOTTED FOR 3/4"

WIDE STAINLESS STEEL STRAPPING

STAINLESS STEEL MECHANICAL FASTENER

C) PARTIAL PLAN

WELD ALUMINUM TUBE TO BACK OF FLAT

CUT OUT ALUMINUM PANEL
1/8" THICK FLAT CUT OUT ALUMINUM GRAPHIC

FACE PANEL W/ PAINTED FINISH & SURFACE

APPLIED VINYL

DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD 

STANDARD PLAN
PLATE 208
SHEET 4 OF 1 2 Department of Public Works APP
L. Bolderroma. City Engineer
588
4' — 0

BANK GOTHIC MEDIUM
F- 3"ABOVE SIGN PANEL
SIGN TYPE 3
SIGN TYPE 4
!At-Mt:file
ART 44,IENI
EuTrAcai.1...:
sett.ARE  CAIRN EGIE ,
A 'Cr "I ! ,-;U: \ I i
it'AICSEta
ts4t;
4-
IIEHITAli
SCIEN it E
NEW 4" DIA. POST
ELEVATION: SIGN TYPE 3 & 4 WHERE SPECIFIED
Bolderrarno, City Engineer
APPR
NOTES:

1. PAY SPECIAL ATTENTION TO ALL WELDS. WELDS ARE
TO BE IMPERCEPTIBLE IN THE FINISHED WORK.

2. ATTACH PANELS SO THAT THEY ARE PLUMB.

SIGN FACES TO BE FLUSH.

3. PROVIDE FOOTING DETAIL FOR ALL NEW POST
CONDITIONS.

4. USE SIGN TYPE 3 FOR ALL SINGLE PANEL
CONDITIONS. cN,
EN
st
O
ZN
LAYOUT
EXISTING LIGHT POLE-----t

DOWNTOWN SIGNAGE STANDARD PLAN
PLATE 208
SHEET 5 OF 1 2 Department of Public Works
DRAWN: A. Roque I CKD
589
42-0"
BACK OF 1/8"

FLAT CUT OUT

ALUMINUM PANEL
1" x3 'ALUMINUM TUBE WELDED

TO BACK OF FLAT PANEL
APP
L. Bolderromo, City Engineer
BACK OF PANEL-SIGN TYPE 4 BACK OF PANEL-SIGN TYPE 3
VARIES 1/8" THICK FLAT CUT OUT ALUMINUM

GRAPHIC FACE PANEL W/ PAINTED

FINISH & SURFACE APPLIED VINYL

CONTINUOUS WELD
1" x3" ALU MINUM TUBE WELDED TO
BACK OF PANEL. PAINTED TO

MATCH PANEL COLOR
18 GA STAINLESS STEEL STRAP —ON
BRACKET. SLOTTED FOR 3/4"

STAINLESS STEEL STRAPPING
EXISTING LAMP POST OR UTILITY POSTS.

IIP (WHERE NEW POLES ARE REQUIRED,
USED 4" DIAMETER STEEL POLES W/

CAPPED TOP)
fli

OPEN TOP & BOTTOM OF TUBE
3/4" WIDE STAINLESS STEEL

STRAPPING & BANDING CLAMPS
EXISTING LAMP POSTS OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, USE
4" DIAMETER STEEL POLES W/ CAPPED
TOP)
18 GA x 2" WIDE STAINLESS CHANNEL
STRAP —ON BRACKETS, (2) TWO REQUIRED
PER SIGN. BRACKETS SLOTTED FOR 3/4"

WIDE STAINLESS STEEL STRAPPING

STAINLESS STEEL MECHANICAL FASTENER
r. 4

EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL

EXISTING CONDITION
0 SECTION DETAIL
0 PARTIAL PLAN

WELD ALUMINUM TUBE TO BACK OF FLAT

CUT OUT ALUMINUM PANEL
1/8" THICK FLAT CUT OUT ALUMINUM GRAPHIC

FACE PANEL W/ PAINTED FINISH & SURFACE

APPLIED VINYL

DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD 
Department of Public Works

STANDARD PLAN
PLATE 208
SHEET 6 OF 1 2
590
0 BACKS
0 EDGES
OUTSIDE BORDER—Transparent ink on Diamond Grode vinyl
INSIDE BORDER—Transporent ink on Diamond Grade vinyl
COPY & FLOWERS—Transparent
ink on Diamond Grode vinyl
White Diamond
grade reflective vinyl

OUTSIDE OF LETTERS & STRIPING INSIDE OF
WHITE—Transparent ink on Diomond Grade vinyl
SIGN TYPE 1: COLORS

BLACK LINES
Oval Background
ZDI
OUTLINE OF LETTERS & ARROWS—
Transparent ink on Diomond Grade vinyl
SIGN TYPE 2: COLORS
Diamond Grade reflective vinyl
OUTLINE OF LETTERS & ARROWS—Transparent
ink on Diamond Grade vinyl
—0 BACKGROUND
BORDER—Transparent ink on diamond Grade vinyl
Backs
Edges
-c) VERTICAL LINES
--0 COPY—Transparent ink on Diamond Grade vinyl
SIGN TYPE 3 (top) & SIGN TYPE 4 (bottom): COLORS

COLOR SCHEDULE
NO. COLOR NO. COLOR NAME FINISH
Ot PMS 266 PURPLE OPAQUE SEMI—GLOSS
0 PMS 1805 RED OPAQUE SEMI—GLOSS
PMS Proc. CYAN (match) BLUE (transparent ink) REFLECTIVE ® PMS 136 (match) YELLOW (transparent ink) REFLECTIVE
0 3M 980-10 (Diamond Grade) WHITE REFLECTIVE
0 PMS Process Black BLACK SEMI—GLOSS
0 Malagar Green GREEN SEMI—GLOSS
NOTE: PROVIDE UV INHIBITOR SHEETING OVER FULL PANEL.

QUART

DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD 
Department of Public Works

STANDARD PLAN
PLATE 208
SHEET 7 OF I 2 APPR /- a
L. Bolderromo, City Engineer
591
Diamond Grade reflective vinyl

BACKGROUND

OUTLINE OF LETTERS
Transparent ink on Diamond vinyl

VERTICAL LINES
BACKS
0 EDGES

COPY & FLORAL
Transparent ink on Diamond Grade vinyl

BACKGROUND

VERTICAL LINES
b4 OUTLINE OF LETTERS
Transparent ink on Diamond vinyl
Diamond Grade reflective vinyl
SIGN TYPE 7: COLORS
BACKS
0 EDGES
Diamond Grade reflective vinyl

COPY & FLORAL
Transparent ink on Diamond Grode vinyl

BACKGROUND
BACKS
0 EDGES
® VERTICAL LINES
COPY—Transparent ink on Diamond Grade vinyl
SIGN TYPE 6: COLORS
SIGN TYPE 5: COLORS

DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD 
Department of Public Works

STANDARD PLAN
PLATE 208
SHEET 8 OF 1 2
APPR me 0,4
L. Solderromo, City Engineer
592
NOTES:

1. PAY SPECIAL ATTENTION TO ALL WELDS. WELDS ARE
TO BE IMPERCEPTIBLE IN THE FINISHED WORK.

2. ATTACH PANELS SO THAT THEY ARE PLUMB.

3. EXACT QUANTITY & ON SITE PLACEMENT OF EACH
PANEL TO BE DETERMINED PRIOR TO FABRICATION.

4. VERIFY ALL EXISTING POLE CONDITIONS &

REQUIREMENTS FOR NEW POLES PRIOR TO
FABRICATION.

EXISTING LIGHT POLE
ELEVATION: SIGN TYPE 5
LAYOUT

DOWNTOWN SIGNAGE
DRAWN: A. Roque I CKD 

STANDARD PLAN
PLATE 208
SHEET 9 of 1 2 Department of Public Works APPR
. Bolderromo, City Engineer
593
BACK OF 1/8"

FLAT CUT OUT

ALUMINUM PANEL
1" x3" ALUMINUM TUBE WELDED

TO BACK OF FLAT PANEL

EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL

EXISTING CONDITION
DRAWN: A. Roque I CKD.:

Department of Public Works -0
L. Eiolderromo, City Engineer
PLATE 208
SHEET 1 0 OF 1 2
o.

BACK OF PANEL-SIGN TYPE 5
1/8" THICK FLAT CUT OUT ALUMINUM

GRAPHIC FACE PANEL W/ PAINTED

FINISH & SURFACE APPLIED VINYL

CONTINUOUS WELD
1" x3" ALUMINUM TUBE WELDED TO
BACK OF PANEL. PAINTED TO

MATCH PANEL COLOR
VA" VARIES
18 GA STAINLESS STEEL STRAP—ON
BRACKET. SLOTTED FOR 3/4"

STAINLESS STEEL STRAPPING
EXISTING LAMP POST OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED,
USED 4" DIAMETER STEEL POLES W/

CAPPED TOP)

OPEN TOP & BOTTOM OF TUBE
3/4" WIDE STAINLESS STEEL

STRAPPING & BANDING CLAMPS
@ SECTION DETAIL
EXISTING LAMP POSTS OR UTILITY POSTS.
(WHERE NEW POLES ARE REQUIRED, USE
4" DIAMETER STEEL POLES W/ CAPPED
TOP)
18 GA x 2" WIDE STAINLESS CHANNEL
STRAP —ON BRACKETS, (2) TWO REQUIRED
PER SIGN. BRACKETS SLOTTED FOR 3/4"

WIDE STAINLESS STEEL STRAPPING

STAINLESS STEEL MECHANICAL FASTENER
a_ a.

C) PARTIAL PLAN

WELD ALUMINUM TUBE TO BACK OF FLAT

CUT OUT ALUMINUM PANEL
1/8" THICK FLAT CUT OUT ALUMINUM GRAPHIC

FACE PANEL W/ PAINTED FINISH & SURFACE

APPLIED VINYL
594
3/4"

EXTRA TAB ON PANEL

FOR MOUNTING BRACKET
LAYOUT: SIGN TYPE 7
3/4"

EXTRA TAB ON PANEL

FOR MOUNTING BRACKET
4"
2'-3"
LAYOUT: SIGN TYPE 6
J
I RST
SECON D S.

TH D ST
FO 11TH ST
F.lF['h ST
SIXTH Sr

SEVE NT
IGHT1
NINETH
8'- O' MINIMUM

MESSAGES USED
NOTES:

1. EXACT QUANTITY & ON SITE PLACEMENT

OF EACH PANEL TO BE DETERMINED PRIOR
TO FABRICATION.

2. VERIFY ALL EXISTING POLE CONDITIONS &

REQUIREMENTS FOR NEW POLES PRIOR TO
FABRICATION. ELEVATION: SIGN TYPE 6 & 7

DOWNTOWN SIGNAGE STANDARD PLAN
PLATE 208
SHEET 1 1 OF 1 2
DRAWN: A. Roque ICKD.:

-
APPR. ;-- e 'e-e—,--- / 1-6— ,4`62
Bolderromo, Department of Public Works . City Engineer 595
3/4"WIDE STAINLESS STEEL

STRAPPING & BANDING CLAMPS
EXISTING LAMP POSTS OR UTILITY POSTS.
(NOTE: WHERE NEW POLES ARE REQUIRED,
USE 4"0 STEEL POLES W/ CAPPED TOP)
INOTE: ADDITIONAL PANELS CAN BE GROUPED
AT 90 OR 180 DEGREE CONFIGURATIONS
HEAVY GAUGE ALUMINUM STRAP—ON

CANTILEVER BRACKET OR EQUAL

STAINLESS STEEL MECHANICAL FASTENER
1/8"THICK ALUMINUM CHANNEL PERMANENTLY AFFIXED

TO MOUNTING EDGE OF ALUMINUM PANEL
1/8"THICK FLAT CUT OUT ALUMINUM GRAPHIC FACE PANEL

W/ PAINTED FINISH & SURFACE APPLIED VINYL (DOUBLE FACE)

O PARTIAL PLAN
EXISTING LAMP POSTS OR UTILITY POSTS.
(NOTE: WHERE NEW POLES ARE REQUIRED,
USE 4"0 STEEL POLES W/ CAPPED TOP)--\ \

STAINLESS STEEL MECHANICAL FASTENER
‘J
1/8"THICK FLAT CUT OUT ALUMINUM

GRAPHIC FACE PANEL W/ PAINTED

FINISH & SURFACE APPLIED VINYL /
(DOUBLE FACE)
HEAVY GAUGE ALUMINUM STRAP—ON

CANTILEVER BRACKET OR EQUAL
\\,
1/8"THICK ALUMINUM CHANNEL

PERMANENTLY AFFIXED TO MOUNTING

EDGE OF ALUMINUM PANEL

EXISTING POLES MAY BE
TAPERED. SITE VERIFY ALL
EXISTING CONDITIONS. SIGNS

TO BE INSTALLED PLUMB
& TRUE.
0 SECTION DETAIL

DOWNTOWN SIGNAGE STANDARD PLAN
PLATE 208
SHEET 1 2 OF 1 2 Department of Public Works
DRAWN: A. Roque I CKD.
APP
L. Bolderromo, City Engineer
596
597
NI 3'
.47/,'"&",
 11111 SEE DETAIL "A"
1_1°1

WELL FORMED

AND TROWELED
SMOOTH
3' 3'
560—C-3250

CONCRETE

SEE PLATE 412

FOR FRAME &

COVER DETAIL

OPTIONAL
SEE NOTE 7
560—C-3250 CONCRETE

POURED IN PLACE &

CONSOLIDATED W/
VIBRATING TOOL DETAIL "A"

MANHOLE RING RAISED

TO GRADE AFTER PAVING
6' — 0"

SECTION
STD. MANHOLE FRAME &
COVER SEE PLATE 412
24" DIA. 3" ADJUSTING RING OR CAST

IN PLACE ADJUSTING RING

REDUCER RING
30" DIA.
48" OR
(SEE NOTE 5)
74-
cN
I-
60" I.D.

PLAN
6"
w
O 0
Z Z
LOL.
w -J
CD
NOTES;

1. MANHOLE SHAFT SHALL BE LINED WITH DURAPLATE A— LOK OR APPROVED EQUAL. POURED IN PLACE

BASE AND ALL OTHER UNLINED CONCRETE SURFACES SHALL HAVE A PROTECTIVE COATING PER SHEET 2.

2. SHAFT THICK NESS= 6" MIN. FOR NON—REINFORCED SECTIONS, 5" MIN. FOR REINFORCED SECTIONS.

3. WHEN MAIN SEWER IS 15" DIA. OR LARGER AND LATERAL SEWER IS 10" DIA. OR LESS, X=1/2 DIA.

OF THE LARGER.

4. JOINTS SHALL BE TONGUE AND GROOVE TYPE. SIMILAR OR EQUAL TO THAT MANUFACTURED BY PRE—CON PRODUCTS, LTD. OR QUIKSET UTILITY VAULTS, INC., MASTIC SEALANT SHALL BE USED AT ALL JOINTS.

5. USE 48" I.D. M.H. FOR SEWERS UP TO AND INCLUDING, 30" I.D., ALL OTHERS USE 60" I.D.

6. STRAIGHT SIDE SHALL BE PLACED ON OPPOSITE SIDE OF LARGEST INLET.

7. A TIGHT FITTING RUBBER RING IS REQUIRED ON ALL PLASTIC PIPES.

8. SEE PLATE 408 FOR SHALLOW MANHOLES 3' OR LESS IN DEPTH.

9. MANHOLE CYLINDER CONES AND GRADE—RINGS SHALL CONTAIN IPANE X CONCRETE ADMIXTURE FOR WATERPROOFING OR BE CAST WITH TYPE V CEMENT.

10. FORM BOTTOM USING SANDBAGS OR WOOD FORMS.

CITY OF PRE-CAST CONCRETE MANHOLE
DRAWN: STAF I CKD  STAFF /14

STANDARD PLAN
2002
PLATE 400
Department of Public 'Yorks APPR
Gronvilie M. Bowman SHEET 1 OF 2
598
APPR
Gronville M. Bo mon

PROTECTIVE COATING FOR SEWER STRUCTURES

1. DRY SANDBLAST ALL CONCRETE AND MORTAR SURFACES THAT HAVE CURED FOR AT LEAST SEVEN DAYS. THIS SHALL BE THE ONLY METHOD ALLOWED FOR SURFACE PREPARATION.

2. SACK ALL CONCRETE AND MORTAR SURFACES WITH 1:1 MORTAR TO REMOVE ALL SURFACE INDENTATIONS AND IMPERFECTIONS. WHEN MORTAR HAS CURED FOR TWO DAYS, REMOVE EXCESS DUST AND MORTAR WITH A STIFF NON-METALLIC BRUSH.

3. ALL INTERIOR SURFACES OF MANHOLE SHALL BE COATED WITH SANCON 100, SANCON 144, ZEBRON URETHANE COATING, OR SPRAYROQ "SPRAYWALL" POLY-

URETHANE (OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS TO A 125 MIL (%6") CURED THICKNESS (MIN.).

4. MANHOLE INTERIORS SHALL NOT BE EXPOSED TO TEST LIQUIDS OR SEWAGE UNTIL THE COATING HAS CURED FOR 7 DAYS.

CITY OF

PRE CAST CONCRETE MANHOLE
DRAWN: STAF I CKD  STAFF45
Department of Public Works

STANDARD PLAN
2002
PLATE 400
SHEET 2 OF 2
599

CORE CUT HOLE OR

BREAK OUT BRICKS

CAREFULLY AND NEATLY
TO FORM MIN. OPEN'G
OF OD + 2" SECURLEY
FASTEN "D" x 1' STUB

INTO HOLE WITH CEMENT
MORTAR.

EXISTING INLET
EX. PRECAST CONCRETE

MANHOLE

CORE CUT HOLE
DIA. = 0.D. +
2" MAX.
"D"x 1'
STUB
EX. BRICK

MANHOLE

EXISTING
INLET
4, m EXISTING BRICK

MANHOLE

CHISEL OUT EXISTING

CONCRETE SHELF TO
FORM NEW CHANNEL.

SMOOTH CHANNEL
SURFACE WITH (i")

CEMENT MORTAR

EXISTING
OUTLET

EXISTING

CHANNEL

EXISTING

PRECAST

CONCRET

MANHOLE

EXISTING

SHELF EXISTING SHELF
- EXISTING

CHANNEL

EXISTING
OUTLET

CORE CUT HOLE
(DIA. = O.D. +
2" MAX.)
.fr SECTIONAL PLAN OF BASE
NOTES:

1. INVERT ELEV. OF "D" AT THE INSIDE FACE
OF MANHOLE TO BE 0.10' HIGHER THAN
EXISTING OUTLET INVERT ELEV.

2. THE CORE CUT HOLE SHALL BE MADE WITH

EQUIPMENT SPECIALLY DESIGNED TO CUT A

SMOOTH HOLE WITHOUT SPALLING OR DAMAGE
TO THE REINFORCING STEEL OR STRUCTURE.

3. "D" TO BE 8 IN. MINIMUM.

4. ALL WORK SHOULD BE UNCOVERED AND
CONVENIENT FOR THE INSPECTION.

5. ALL CEMENT MORTAR SHALL BE CLASS "D"
PER SUB-SECTION 201-5.1 OF THE SSPWC.

EXISTING
INLET

NEW CHANNEL
to
"D"x 1' STUB-- /l 4.T
SECTIONAL PLAN OF BASE
EX. CONC. SHELF

TO REMAIN
1/2" CEMENT
MORTAR
SECTIONAL ELEVATION B—B

EXISTING
tr OUTLET
1 =I 2

CHANNEL BASE

SECURELY FASTEN
"D" 1' STUB INTO

CORED HOLE WITH

CEMENT MORTAR
SECTIONAL ELEVATION A—A SECTIONAL ELEVATION C—C
CITY OF MODIFYING EXISTING MANHOLES
DRAWN: STAFF ICKD  STAFF‘ 3
Department of Public Works APPR

STANDARD PLAN
2002
PLATE 401
_SHEET 1 OF 1 Grenville M. Bowman
600

CHIMNEYS RISER (SEE
NOTES 4 & 5) X
4" VARIES
1/8 BEND

EXISTING

Y-BRANCH
A

ELEVATION

OPTIONAL

CONSTRUCTION
JOINTS
X

MAINLINE
SEWER

OPTIONAL SECTION
(SEE NOTE 3)
MIN.

SECTION A—A PLAN

VARIABLE
CAP (SEE NOTE 9)
(TYP.)

WYES (SEE NOTES
4, 6, 7 & 8)
RISER (SEE NOTES 4 & 5)
TYPE A TYPE B
6"x 6" DOUBLE

WYES (SEE NOTES
4, 6, 7, & 8)
RISER (SEE NOTES 4 & 5)
TYPE C TYPE D
TYPE Y

RISER (SEE
NOTES 4 & 5)

MAINLINE
SEWER

OPTIONAL SECTION
(SEE NOTE 3

VARIABLE
X
SEE NOTE 3)
PLAN
TYPE X
BASES

OPTIONAL

CONSTRUCTION
JOINTS

ELEVATION
MIN. MIN.

SECTION 8-8

CHIMNEYS
Granville M. Bowman

CITY OF

STANDARD PLAN
2002
PLATE 402 DRAWN: STAFF ICKD  STAFFirg
Department of Public Works SHEET 1 OF 2 APPR
601
NOTES:

1. RISER PIPE AND FITTINGS SHOWN HEREON SHALL, UNLESS INDICATED, BE OF

THE SAME MATERIAL AS THE MAIN LINE SEWER, AND MAY BE ANY OF THE FOLLOWING:

A. VC PIPE
B. PVC PLASTIC PIPE (SDR 35)

2. THE CONTRACTOR MAY USE A TYPE OF MATERIAL DIFFERENT FROM THE MAIN LINE PROVIDED HE UTILIZES SUITABLE ADAPTERS APPROVED BY THE ENGINEER.

3. CONCRETE FOR BEDDING AND ENCASEMENT FOR PIPE AND FITTING SHALL BE CLASS 420-C-2000. THE VERTICAL CONCRETE ENCASEMENT SHALL BE PLACED

UNIFORMLY AROUND THE RISERS IN ORDER TO MAINTAIN PROPER ALIGNMENT

AND MAY BE EITHER CIRCULAR OR SQUARE IN CROSS SECTION AS SHOWN HEREON. X=16" FOR 6" CHIMNEYS. X=18" FOR 8" CHIMNEYS.

4. UNLESS OTHERWISE INDICATED ON THE PROJECT PLANS, CHIMNEY RISERS AND WYE BRANCHES SHALL BE 6" DIAMETER.

5. CHIMNEYS ARE SHOWN ON THE PROJECT PLANS BY ABBREVIATION "CH",

FOLLOWED BY A LETTER DESIGNATING THE TYPE OF CHIMNEY, A HYPEN, AND THEN ANOTHER LETTER DESIGNATING THE TYPE OF BASE (E.G., CH A-Y). FOR CHIMNEY RISERS OTHER THAN 6", THE RISER SIZE IS INDICATED ON THE PROJECT PLANS PRECEDING THE CHIMNEY TYPE DESIGNATION (E.G., 8" CH A-X).

UNLESS OTHERWISE INDICATED, THE TOP OF THE CHIMNEY SHALL BE 5 FEET BELOW THE GROUND SURFACE ABOVE THE MAIN LINE.

6. WHERE DIMENSIONS H, HI AND H2 (THE MAXIMUM VERTICAL DISTANCE FROM

THE INVERT OF THE MAIN LINE SEWER TO THE TOP OF EACH WYE) ARE INDICATED ON THE PROJECT PLANS (E.G., HI =7.8', H2 =9.8'), THESE DIMENSIONS SHALL GOVERN. THESE DIMENSIONS MAY BE SHORTENED WITHIN THE LIMITS OF THE LENGTH OF THE WYE FITTING.

7. UNLESS OTHERWISE INDICATED ON THE PROJECT PLANS, WYE BRANCHES SHALL FACE PERPENDICULAR TO THE CENTER LINE OF THE MAIN LINE SEWER.

8. WYE BRANCHES ON TYPE "A" CHIMNEYS NOT JOINED TO HOUSE CONNECTION SEWERS SHALL BE INSTALLED AS INDICATED ON THE PROJECT PLANS.

9. ALL RISERS, CHIMNEY BASES WITHOUT RISERS, AND UNCONNECTED BRANCHES SHALL BE SEALED WITH A CAP AND 1" THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP.

CITY OF CHIMNEYS
DRAWN: STAFF I CKD

STAFF/
Department of Public Works APPR. Grenville M. owmon SHEET OF STANDARD PLAN 2002
PLATE 402
602

CROSSING PIPE WALL
(DIAMETER OF PIPE=D 1 ) CONCRETE BLANKET
(CLASS 420-C-2000

CONCRETE)

OPTIONAL SIDE
OF BLANKET (TYP.)

UNDISTURBED EARTH

OUTSIDE OF

PIPE BELL
Z=Do/2 FOR D>15"
(TYP.) =3Do/4 FOR D15"

EXISTING PIPE

NO MINIMUM

OUTSIDE OF PIPE BELL EXISTING CONDUIT
Jr  2" THICK STYROFOAM OR

OTHER APPROVED

COMPRESSIBLE MATERIAL
\ ,relo' io

INVERT SLAB OF ARCH OR BOX

SECTION (CROSSING CONDUIT)

UNDISTURBED EARTH

CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES;

1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18".

2. "Y" =D/6(6" MIN.) WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN "Y", THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO "Y" ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.

3. "X" =D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR CROSSING CONDUIT. WHEN "X” IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSIING PIPE.

4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION

AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4 FEET BEYOND THE TRENCH.

5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL.

COMPRESSIBLE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NOTES;