140R3026Q0045_-_Combined_Synopsis_Stoplog_Seals_-_Revised_0002.pdf

140R3026Q0045 – Stoplog Seals

Combined Synopsis/Solicitation

(i) This is a combined synopsis/solicitation for commercial products/commercial services prepared in accordance with the Revolutionary FAR Overhaul (RFO) Part 12 – Acquisition of

Commercial Products and Commercial Services. This announcement constitutes the only solicitation. Offers are being requested and a separate written solicitation will not be issued.

Solicitation Number 140R3026Q0045 is being issued as a Request for Quote (RFQ) using

Simplified Acquisition Procedures. This solicitation document, incorporated provisions, and clauses are those in effect through Federal Acquisition Circular 2026-01 Effective March 13, 2026. The full text of provisions and clauses may be accessed electronically at www.acquisition.gov.

This requirement is full and open competition. The North American Industry Classification

System (NAICS) Code for this acquisition is: 339991, Gasket, Packing, and Sealing Device

Manufacturing. The small business size standard for NAICS Code is 600 Employees. The

Government anticipates an award of a Firm-Fixed Price purchase order.

(ii) Line Item 00010 – U-SHAPED SEAL ASSEMBLY: MOLDED J-BULB 1-3/4" DIA BULB

X 9/16" TAIL X 4" OAW, 3-WAY MOLDED CORNERS, HOT FACTORY VULCANIZE

SPLICED TO SIZE (12FT 10" WIDE X 4FT 8-1/2" TALL W/ 5" OFFSET) (OR 41 Standard

Shop Tolerances) USACE Natural Rubber Gate Material SU13366 with A 60-70A Durometer

Hardness - Quantity: 15, U/M: Each

Line Item 00020 – HOLLOW CORE DRILL BIT SIZE 3/8” – Quantity:1, U/M: Each

Line Item 00030 – HOLLOW CORE DRILL BIT SIZE 7/16" - Quantity:1, U/M: Each

Line Item 00040 – HOLLOW CORE DRILL BIT SIZE 1/2" - Quantity:1, U/M: Each

Line Item 00050 – HOLLOW CORE DRILL BIT SIZE 9/16" - Quantity:1, U/M: Each

Line Item 00060 – HOLLOW CORE DRILL BIT SIZE 5/8" - Quantity:1, U/M: Each

Line Item 00070 – HOLLOW CORE DRILL BIT SIZE 11/16" - Quantity:1, U/M: Each

Line Item 00080 – HOLLOW CORE DRILL BIT SIZE 3/4" - Quantity:1, U/M: Each

Line Item 00090 – HOLLOW CORE DRILL BIT SIZE 13/16” - Quantity:1, U/M: Each

Line Item 00100 – HOLLOW CORE DRILL BIT SIZE 7/8” - Quantity:1, U/M: Each

Line Item 00110 – HOLLOW CORE DRILL BIT SIZE 15/16" - Quantity:1, U/M: Each

Line Item 00120 – HOLLOW CORE DRILL BIT SIZE 1” - Quantity:1, U/M: Each

**Please refer to the specifications and drawings located at the end of this combined synopsis/solicitation for additional details. **

(iii) The Bureau of Reclamation, Lower Colorado Region, Yuma Area Office (LCR, YAO) has a requirement to replace worn out stoplog seals located at the Brock Reservoir Gate on Interstate

8. New products ONLY. No used or remanufactured/refurbished products will be accepted.

(iv) Total price shall be inclusive of all applicable fees and taxes. Delivery shall be completed within 90 days from the date of award. There will be no penalty for early delivery. The contractor is required to provide a delivery schedule after notice of award. Delivery shall be http://www.acquisition.gov/

F.O.B Destination at Bureau of Reclamation - Yuma Area Office, 7301 Calle Agua Salada, Yuma, Arizona 85364. Delivery Contact is Mr. Larry Arnold at (928) 343-8525 or larnold@usbr.gov. Delivery is limited between the hours of 7:00 AM to 3:00 PM Pacific

Daylight Time, Monday through Thursday.

THE FOLLOWING CLAUSES AND PROVISIONS ARE APPLICABLE TO THIS

COMMERCIAL ITEM ACQUISITION:

(v) FAR provision 52.212-1, Instructions to Offerors - Commercial Products and Commercial

Services is applicable to this RFQ. The following addendum is also applicable to this RFQ.

--Addendum to FAR 52.212-1

This addendum replaced the term “offer” with “quote” within the provision 52.212-1.

1) Quote Instructions:

a. Technical Specification – The technical specification, at a minimum, shall address the government’s need identified in the required specifications above and include the manufacturer’s catalog literature and/or specification sheet for the proposed items.

b. Price – Insert proposed unit price and total price for all CLINS included in the solicitation. Identify and include all applicable discounts as the quote shall reflect best and final pricing.

c. Delivery – The delivery date shall be no later than 90 days after award. Provide a proposed delivery date in your quote

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE

(FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at these addresses: Federal Acquisition

Regulations (FAR) clauses: https://www.acquisition.gov/browse/index/far and Department of the

Interior Acquisition Regulations (DIAR) clauses: https://www.acquisition.gov/diar

In addition, the clauses can be identified as follows:

FAR - by the number prefix 52, e.g. 5.2252-01, etc., and

DIAR - by the number prefix 1452 and number suffix of -70, e.g. 1452.204-70.

The following provisions are hereby incorporated into and made a part of this solicitation.

Failure to comply with these provisions may result in the offer being determined non-responsive.

https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/diar

52.203-11, Certification and Disclosure Regarding Payments to Influence Certain Federal

Transactions

52.204-07, System for Award Management

52.212-1, Instructions to Offerors - Commercial Products and Commercial Services

52.222-18, Certification Regarding Knowledge of Child Labor for Listed End Products

52.225-25, Prohibition on Contracting with Entities Engaging in Certain Activities or

Transactions Relating to Iran – Representation and Certifications

52.240-90. Security Prohibitions and Exclusions Representations and Certifications

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (NOV 2020)

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the provision.

(b) The use in this solicitation of any Department of the Interior Acquisition Regulation (48 CFR

Chapter 14) provision with an authorized deviation is indicated by the addition of

"(DEVIATION)" after the name of the regulation.

1452.215-71, Use and Disclosure of Proposal Information

(a) Definitions. For the purposes of this provision and the Freedom of Information Act (5 U.S.C.

552), the following terms shall have the meaning set forth below:

(1) 'Trade Secret' means an unpatented, secret, commercially valuable plan, appliance, formula, or process, which is used for making, preparing, compounding, treating or processing articles or materials which are trade commodities.

(2) Confidential commercial or financial information' means any business information (other than trade secrets) which is exempt from the mandatory disclosure requirement of the Freedom of Information Act, 5 U.S.C. 552. Exemptions from mandatory disclosure which may be applicable to business information contained in proposals include exemption (4), which covers

'commercial and financial information obtained from a person and privileged or confidential,' and exemption (9), which covers 'geological and geophysical information, including maps, concerning wells.'

(b) If the offeror, or its subcontractor(s), believes that the proposal contains trade secrets or confidential commercial or financial information exempt from disclosure under the Freedom of

Information Act, (5 U.S.C. 552), the cover page of each copy of the proposal shall be marked with the following legend:

'The information specifically identified on pages _______ of this proposal constitutes trade secrets or confidential commercial and financial information which the offeror believes to be exempt from disclosure under the Freedom of Information Act. The offeror requests that this information not be disclosed to the public, except as may be required by law. The offeror also requests that this information not be used in whole or part by the Government for any purpose other than to evaluate the proposal, except that if a contract is awarded to the offeror as a result of or in connection with the submission of the proposal, the Government shall have the right to use the information to the extent provided in the contract.

(c) The offeror shall also specifically identify trade secret information and confidential commercial and financial information on the pages of the proposal on which it appears and shall mark each such page with the following legend:

'This page contains trade secrets or confidential commercial and financial information which the offeror believes to be exempt from disclosure under the Freedom of Information Act and which is subject to the legend contained on the cover page of this proposal.'

(d) Information in a proposal identified by an offeror as trade secret information or confidential commercial and financial information shall be used by the Government only for the purpose of evaluating the proposal, except that (i) if a contract is awarded to the offeror as a result of or in connection with submission of the proposal, the Government shall have the right to use the information as provided in the contract, and (ii) if the same information is obtained from another source without restriction it may be used without restriction.

(e) If a request under the Freedom of Information Act seeks access to information in a proposal identified as trade secret information or confidential commercial and financial information, full consideration will be given to the offeror's view that the information constitutes trade secrets or confidential commercial or financial information. The offeror will also be promptly notified of the request and given an opportunity to provide additional evidence and argument in support of its position, unless administratively unfeasible to do so. If it is determined that information claimed by the offeror to be trade secret information or confidential commercial or financial information is not exempt from disclosure under the Freedom of Information Act, the offeror will be notified of this determination prior to disclosure of the information.

(f) The Government assumes no liability for the disclosure or use of information contained in a proposal if not marked in accordance with paragraphs (b) and (c) of this provision. If a request under the Freedom of Information Act is made for information in a proposal not marked in accordance with paragraphs (b) and (c) of this provision, the offeror concerned shall be promptly notified of the request and given an opportunity to provide its position to the Government.

However, failure of an offeror to mark information contained in a proposal as trade secret information or confidential commercial or financial information will be treated by the

Government as evidence that the information is not exempt from disclosure under the Freedom of Information Act, absent a showing that the failure to mark was due to unusual or extenuating circumstances, such as a showing that the offeror had intended to mark, but that markings were omitted from the offeror's proposal due to clerical error.

FAR provision 52.212-2, Evaluation – Commercial Products and Commercial Services

(a) Evaluation Factors. The Government will award a contract resulting from this solicitation to the responsible Offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors will be used to evaluate offers: Technical Specifications, Price, and Delivery.

At a minimum, quotes must meet the minimum specifications stated in paragraph (ii) above.

Quotes may exceed the government’s need and the government reserves the right to consider such quotes. However, the government is not required to select a quote that exceeds the minimum need but does have the discretion to accept other than the lowest price quote, provided the quote offers additional benefit to the government.

(b) Notice of Award. A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer’s specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

(vi) FAR clause 52.212-4, Terms and Conditions - Commercial Products and Commercial

Services (Deviation) (Mar 2026 ). Addendum to FAR Clause 52.212-4 Terms and Conditions –

Commercial Products and Commercial Services

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

Federal Acquisition Regulations (FAR) clauses – https://www.acquisition.gov/far

Department of the Interior Acquisition Regulations (DIAR) clauses – http://www.doi.gov/pam/programs/acquisition/pamareg.cfm

52.203-17, Contractor Employee Whistleblower Rights

52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements

52.204-13, System for Award Management Maintenance

52.209-6, Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment

52.209-10, Prohibition on Contracting with Inverted Domestic Corporations

52.219-6, Notice of Total Small Business Set-Aside

52.219-28, Post Award Small Business Program Rerepresentation

52.219-33, Nonmanufacturer Rule

52.222-3, Convict Labor

52.222-19, Child Labor – Cooperation with Authorities and Remedies

52.222-35, Equal Opportunity for Veterans

52.222-36, Equal Opportunity for Workers with Disabilities

52.222-37, Employment Reports on Veterans

52.222-40, Notification of Employee Rights Under the National Labor Relations Act

52.222-50, Combating Trafficking in Persons

52.223-23, Sustainable Products and Services

52.225-1, Buy American-Supplies

52.226-8, Encouraging Contractor Policies to Ban Text Messaging While Driving

52.232-29, Terms for Financing of Purchases of Commercial Products and Commercial Services

52.232-33, Payment by Electronic Funds Transfer – System for Award Management

52.232-40, Providing Accelerated Payments to Small Business Subcontractors

52.232-90, Fast Payment Procedure

52.233-3, Protest After Award

52.233-4, Applicable Law for Breach of Contract Claim

52.240-91, Security Prohibitions and Exclusions

52.242-15, Stop-Work Order

52.244-6, Subcontracts for Commercial Products and Commercial Services

52.247-34, F.O.B. Destination https://www.acquisition.gov/far https://www.acquisition.gov/diar/part-1452-solicitation-provisions-and-contract-clauses

52.252-6 AUTHORIZED DEVIATIONS IN CLAUSES (NOV 2020)

(a) The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR

Chapter 1) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the clause.

(b) The use in this solicitation or contract of any Department of the Interior Acquisition

Regulation (48CFR Chapter 14) clause with an authorized deviation is indicated by the addition of "(DEVIATION)"after the name of the regulation.

DOI-AAAP-0028, Electronic Invoicing and Payment Requirements – Invoice Processing

Platform (IPP) FEB 2021)

Payment requests must be submitted electronically through the U. S. Department of the

Treasury's Invoice Processing Platform System (IPP).

'Payment request' means any request for contract financing payment or invoicing payment by the

Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions-Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the

IPP invoice:

NONE – DO NOT UPLOAD ANY ATTACHMENTS TO IPP

“Concurrent to submitting an invoice in IPP, the contractor may submit any supporting documentation to the contract specialist at harris_abellon@ios.doi.gov listed on the award or any subsequent modification. Contractors are cautioned that supporting documentation e-mailed to the contracting officer must not conflict with the IPP submission. Conflicts between the IPP submission and supporting documentation may result in a delay in approval and/or rejection of submitted invoices.

When e-mailing supporting documentation to the contract specialist/contracting officer, the subject line of the email shall be formatted as follows: Contract Number, Invoice Number, Contracting Officer's last name (e.g., 140R3023F0096_Invoice No. 1_Smith). The invoice shall be attached to the email and named using the following format: Contract Number, Contractor

Name, Invoice Number, Invoice Amount (e.g., 140R3023RF0096_Carahsoft. - Inv. No. XX -

$5,678).

Invoices shall not include information that would compromise Personally Identifiable

Information, such as full social security numbers, dates of birth, etc. The final invoice shall be submitted and will be approved in accordance with payment terms and conditions contained in the contract, after all, if any, settlement actions are complete. The contractor must clearly identify the last payment as the ‘Final Invoice’.”

https://www.ipp.gov/

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) within 3-5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ippgroup@bos.frb.org or phone (866) 973-3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(vii) All questions shall be submitted via email to harris_abellon@ios.doi.gov by no later than

12:00 PM PT on April 16, 2026. No additional questions will be accepted after this date.

Responses to any questions received will be provided via an amendment. No phone calls will be accepted.

Quotes are due April 28, 2025, at 12:00 PM PT. Responsible quoters are requested to submit a quote for this requirement via email to the Contract Specialist, Harris Abellon at harris_abellon@ios.doi.gov.

The Point of Contact for this solicitation is Harris Abellon may be reached via e-mail at harris_abellon@ios.doi.gov.

End of Combined Synopsis/Solicitation mailto:harris_abellon@ios.doi.gov

SPECIFICATIONS AND STATEMENT OF WORK – STOPLOG SEALS

1. DESCRIPTION AND BACKGROUND:

This purchase provides critical replacement stoplog seals needed for the Brock Reservoir Gate Replacement and Repairs project. The seals enable safe, leak‑free installation of stoplogs, ensure compliance with OSHA and FIST requirements, and are necessary for the contractor to safely perform gate replacement work. Without them, the project to replace deteriorated gates essential to reservoir operations cannot proceed.

This will replace deteriorated stoplog seals required for the Brock Reservoir Gate Replacement and Repairs contract, which involves replacing eight gates and installing three additional gates.

The seals are critical for safe, leak-free stoplog installation, worker protection, and compliance with OSHA and FIST hazardous energy control requirements. Without them, gate replacement work cannot proceed due to the inability to control water intrusion.

Brock Reservoir is an off-stream, gravity-fed facility completed in 2010 to improve regulation of flows on the lower Colorado River by reducing non-storable water resulting from differences between scheduled orders and actual diversions. Water is delivered via a modified turnout on the All-American Canal and a 6.5-mile concrete-lined inlet canal, stored in two cells, and released through a forebay/afterbay system, dual 108-inch pipes beneath I-8, and an outlet canal. The reservoir operates at a maximum elevation of 154 feet, holds approximately 8,000 acre-feet, and depends on critical hydraulic structures and control gates.

2. SPECIFICATIONS AND QUANTITY:

a. U-SHAPED SEAL ASSEMBLY: MOLDED J-BULB 1-3/4" DIA BULB X 9/16" TAIL X 4"

OAW, 3-WAY MOLDED CORNERS, HOT FACTORY VULCANIZE SPLICED TO SIZE

(12FT 10" WIDE X 4FT 8-1/2" TALL W/ 5" OFFSET) (OR 41 Standard Shop Tolerances) USACE Natural Rubber Gate Material SU13366 with A 60-70A Durometer Hardness.

Quantity: 15

b. HOLLOW CORE DRILL BIT SIZE 3/8” Quantity: 1

c. HOLLOW CORE DRILL BIT SIZE 7/16" Quantity: 1

d. HOLLOW CORE DRILL BIT SIZE 1/2" Quantity: 1

e. HOLLOW CORE DRILL BIT SIZE 9/16" Quantity: 1

f. HOLLOW CORE DRILL BIT SIZE 5/8" Quantity: 1

g. HOLLOW CORE DRILL BIT SIZE 11/16" Quantity: 1

h. HOLLOW CORE DRILL BIT SIZE 3/4" Quantity: 1

i. HOLLOW CORE DRILL BIT SIZE 13/16” Quantity: 1

j. HOLLOW CORE DRILL BIT SIZE 7/8” Quantity: 1

Please use Reclamation design pages 423-D-789 through 423-D-802 for stop log dimensions and specifications for the stop log seals. The following inserts are added as additional requirements to the design pages provided in the contract.

3. SHIPPING AND DELIVERY:

a. The supplier shall transport and handle products in accordance with the manufacturer’s instructions. All seals are fully assembled upon delivery.

b. The contractor must protect all parts/equipment from corrosion, deformation, dents, dings, scratches, ruptures, breaks, punctures, abrasions, cuts, and other types of damage during storage, handling, transport, and delivery.

c. All items must be delivered within 90 days from the date of contract award to:

Bureau of Reclamation, Yuma Area Office 7301 Calle Agua Salada, Yuma, AZ 85364.

d. Warehouse deliveries are Monday through Friday from 7:00am to 4:00pm.

Point of contact for deliveries is Larry Arnold.

Telephone: 928-343-8525 or Email: larnold@usbr.gov.

5 4 3 2 1

B a

(y.

(0

PART DRAWING DESCRIPTION MATERIAL

NO. NUMBER REQ’D.

1 423 —0—790 12 Stoplog Section Structural Steel

2 423 —0—791 24 Seal Strip L=4’—O’..

3 72 SeolStripL_—12’—O”..

— See 4 “ 72 Bottom corner seal Specifications

* 72 Bottom corner seal *

6 - 24 Top corner seal e.

7 - 12 Bollom Seal Clamp Steel

8 24 Side Seal Clomp

9 ‘ 48 Spring Spring Steel

70 “ 24 Center Spring keeper

11 - 48 End Spring Keeper Steel

12 24 Spring retainer

73 No Detail 420 dia. x I3UNC—2A x 1” lang hex, head cap screws.

14 “ 216 dia. x 2,” long hex, head bolts each with hex, nut. Stainless Steel.

15 144 dia. x 2 long hex, head bolts each with hex, nut and sealing washer. (See Notes)

423—D—789

D

LIST OF PARTS

PLAN

(TYPICAL FOR 12’—O” WIDE BAY)

C

INSTALLATION

SECTION THROUGH GUIDES

(rrPICAL)

Tap of seal flush with bar. Butt seal tightly against bar.

_1 j a

J J

STACKING DIAGRAMS

seal joint

See Note B.

A

SECTION BETWEEN STOPLOGS

(TYPICAL)

Symmetrical about Q—-

DOWNSTREAM ELEVATION

. Extra length provided far assembly fit up Estimated Weight

LogSectian 3,500lbs.each

Total Weight of Staplags 42.000 lbs.

NO TES

1. At assembly, coat threads of all stainless steel fasteners with a suitable commercial grade.

lead—free, anti—seize compound.

2. All joints in music note—type seals shall be carefully fitted and closely butted. Vulcanize where shown an assembly.

3. Maintain an uncompressed seal projection of j” along the sides and bottom, LIST OF DRAWINGS

CANAL AND STRUCTURES — RESERVOIR STOPLOGS

INSTALLATION—ASSEMBLY—DETAILS — — — 423—0—789

SECTIONS-DETAILS 423—0—790

PARTS—SECTIONS—DETAILS 423—0—791

REFERENCE DRAWINGS

INLET/OUTLET STRUCTURE

PARTIAL PLAN 423—0—6.99

SIPHON INLET STRUCTURE

PLAN. SECTIONS AND DETAILS 423—0—704

SIPHON OUTLET TRANSITION

PLAN AND SECTION 423 —0—706

TR.4NSITION/TRASHRACK/G,4 TE STRUCTURE

PLAN 423—0—715

ALWAYS THINK SAFETY

UNIJED STATES

ARTVUNTOf’ (if INiEPI0 TE’o’,.u 0” cL.4MrIOfE

COLORADO RIVER FRONT WORK AND LEVEE SYSTEM — CALIFORNIA

Seat, See (792) DROP 2 STORAGE RESERVOIR

CAN4L AND STRUCTURES

RESERVOIR STOPLOGS

INSTALL4TION—ASSEMBLY—DETAILS

Vulcanize seal jaint See Nate B.

/ I

-I ---h-.-

ASSEMBLY

or ® Opposite han

SECTION A—A

Vulcanize seal joint. I [,_ IO See Nate B. ‘ “ or ® Opposite hand

SECTION THROUGH BOTTOM SEAT

(TYPICAL)

INSTALLATION

OESJCNLD_.A — —

os4)ewpe..

1.500 l’5Ifli 0400 FIt ENSUE (AlE (fill lIME I-’IOIWI)

4510 40 Rol. 76 I 423—D—7199.OW(? -- APNfl 15.2000 0929 ULNVU(. IJJLVflALVJ Apfil If. SI/VU I 423—fl—789

4 3

STOPLOG SECTION

STRUCTURAL STEEL — ASTM A572 GRADE 50

TWEL L’E REQUIRED

All beams W12x35

* •._i

125/

NO TES

DETAIL H

1. All fillet welds shall be returned.

2. Welding symbals apply ta the jaints af all members af similar identificotian.

.3. Unless atherwise nated, faints nat cavered by a weld symbol shall be seal welded, wherever pass ible, ta exclude water.

4. The face af the twa seat bars shall lie in a common plane ar be machined, if necessary. Ta demanstrate camp lionce. the stop/ag sectian shall be placed an an established harizantol surface. It shall nat be passible ta insert a “ feeler gouge anywhere between the surface and the seat bars.

5. Pasition and weld after complying with Note D.

6. Locate hales after complying with Nate 0.

7. Threaded studs shall be flux—filled threaded stud.

suitable far end welding with automatic end—welding guns or equivalent manually welded anchors, complying with ASTUAIO8.

UtNVtK C.ULVKALAJ c,ii-fl 2 OF c”’

5 I 4

423—D—790

FILLER BAR TO

SEAT BAR -‘71/

-Orill “ dia. hales lhru for 15.

-—,1”— IJUNC—2B far

12’—7 Out to out af end plates

11—li” Back to back of_guide angles

11 ‘—O” € to € of dawel pins and hales

Trim angle leg to

- [7- suit seat bar.

DETAIL C SECTION D—D SECTION E—E DETAIL J DETAIL K

Provide slats in beam web to suit bars. (Slots in web must be welded watertight)

-Drill “dio. hale thru for 14.

——- Symmetrical Bar4x,1—-.

L..__N about€ -- --—

-—All radii ,1”

C a

A zz t7-€oflugand-

I3UNC—2B for

13. See Note 7.

Symmetrical about

—L2x2xjx 1’_O) -

I—

‘<1A ft

ID

—— —I——

Threaded stud ,1— 13UNC

7 bottom hales.

—24 x 2,1, see Nate 7. .—---Except far fop and

--— see Detail L

See Detail - drill “ dia. -

7 ( , hales thru far

1 ‘14. See Nate 6.’

----7 L 7---j Drill ,“ dia. hales D

‘< F thru forj.5.,.. —‘--/

-----kinplate

Threaded stud 1—13 x 2,1.

see Note G. —.---..

2 Space @2’— 11” 5’— 10”

T

Symmetrical about €

_— Bars 4 xjx 4’—O”----------

DETAIL L

12’—6”

4.

cI

K

!11i

1*

/iI

“1’

‘4.

C 1, a

DETAIL M

cut leg to suit.

See Note 5.

L2x2xjx -O”’

UPSTREAM ELEVATION

=====4 t =====zz===, I

=] in flange above web.

tap and bottom. /

Th th

( Sew Detail

—Drill % dia. hole thru for 15.

Symmetrical j— 1JUNC—28for

See DetoilM Borjx,1x 72’—6

7 i 0 l4SpacesQ5”=5’—?O”

SECTION A—A

SECTION B—B

dia. drain hales thw web on center line of intermediate beams anly.

DOWNSTREAM ELEVATION

çr

ALWAYS THINK SAFETY

- UNIISDSTANS

cwp,wiwNr OF a xNirRIcw

OP EC1A4TIO

COLORADO RIVER FRONT WORK AND LEVEE SYSTEIA — C4LIFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

RESERVOIR STOPLOGS

SECTIONS — DETAILS

DESIGNED9

7ECH. ,jPPR ,j4i,j4t

I ‘7’’

5 4 3 2

SEAL STRIP

FOR MATERIAL SEE SPECIFICATION

PART 2 TWENJY FOUR REQUIRED

PARI .1 TWEL.f REQUIRED

Normal deflection. Spring shall deflect 1”

4 without permanent set (Far information only design load required for “ deflection 55 lbs.)

“ Chamfer

I both ends.

Huntington brand seols, Mold Nos. 5930 and

5931 by Seals Unlimited Inc., 17300 SW

Baseline Rd.. Beoverton. Or. 97006 or equal.

2 1’—lOf’ 2

1 Symmetrical about c F —

Drill dia. hole and )Chamfer for welded stud on Port

Drill dia.

holes for 15.

9ZZ[i1L1 AL>A I Illi1 A

TOP CORNER SEAL

FOR MATERIAL SEE SPECIFICATION

TWENTY FOUR REQUIRED

12’—6”

3” 28Spaces5” = 11’—8” 3”

I

ZHf- 4

/ Symmetrical about £ Bar 1 x

BO7TOM SEAL CLAMP

STEEL

T)WL REQUIRED

+ ALWAYS THINK SAFETY

UNIIW STAlES opARiwWr OF INC INIERICW SURVAt? OF RECLAUITCW cOLORADO RIkR FRONT WORK AND LEVEE SYSIEM — C.4LIFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

RESERVOIR STOPLOGS

PARTS—SECTIONS—DETAILS

OCSIGIEOg— vR086 4Zup4t. ff0? AP l/t?..t’

APPROES

4,. N.4e.WUWICAL IRiS

CA?)?) SYStEM C4001 ILL NAME CAFE AND AND PIQUED

4,toCAI) R&. 76 423_Q—7p1 APRIL 78. 2008 0928

VINiER. COLOR.41X? , Ii. 2008 423.—D—79 1

423—D—79 1

4’—O” for Part.Z

I

5’—D”forPortj

I

I

2 I 7 168

BOTTOM CORNER SEAL

FOR MATERIAL SEE SPECIFICATION

PART flWL REQUIRED AS SHOWN

PART TWE’L REQUIRED (JPP. HAND

-- fl “R.

i ([.]

I” 0

SECTION A—A

Full

C

B

A

3,, C

DETAIL B

4’_45i”

Bar 2 x

SPRING

SPRING STEEL (MIN. YIELD S7RENG7H 700i000 LBS/IN’)

FORIY EIGHT REQUIRED

Bar 1xj—-—-

—-1” Chomfer------_ -

SECTION C—C

SIDE SEAL CLAMP

STEEL

T)WNJY FOUR REQUIRED

2”

Bar 2 edges.

2’

SECTION D—D

-j--- <.SEAL

WELD

j,”—-j±’

CENTER SPRING KEEPER END SPRING KEEPER

STEEL STEEL

TWEL’f REQUIRED TWENTY FOUR REQUIRED N 0 T E S

(_—SYmmetrical about c fL JiL L] fi

Drill dia.

holes for 15.

SPRING RETAINER

STEEL

TWEN1Y FOUR REQUIRED

Bent f

1. All fillet welds shall be returned.

2. Welding symbols apply to the joints of all members of similar identification.

.3. Unless otherwise noted, joints not covered by a weld symbol shall be seal welded, wherever possible, to exclude water.

5 4

I

SEC77ON C—C (ROTATED)

INS TALLA liON

423—D—792 5 3

If Ii

Ht f:.. I[lI cj’ I LIL

‘ill

- L

® [I’ lth

IL

H H!

..I -®

® E

2 164

PIPE INLET STRUCTURE PLAN (704)

iNLET/OUTLET S77?UCTURE PLAN (699) RESERVOiR CELL NO. 2 SHOV.’J

RESERVOIR CELL NO. I SIMILAR

At field ossembly, coat both surfaces through entire joint with joint sealant, see Notes.

C

B

A

PIPE OUTLET TRANSI77ON PLAN (705)

surface.

If seat is to be installed without guides attached, before placing concrete, insert cap screws into nuts to exclude concrete from bolt holes.

SEC71ON F—F

FT iV

-.11.-—II I I

T®1T cJ J1Hi .iL

.1jr1®__T

!IIZ

GATE STRUCTURE PLAN (715)

NOTES

A. Joint sealant shall be Permotex Na. 2, Permotex

Industrial Corp., 10 Tower Lane. Avon Park South, Avon

CT. 06001; or equal.

8. List of reference drawings located on dwg. (793).

Total weight for all metal work 75.900 lbs.

LIST OF DRA VVINGS

STOPL 00 SEA TS ANO GUIDES

PLANS—INSTALLA lION—ASSEMBLIES — — — 423—0-792

STOPLOG SEATS AND GUIDES

SECTIONS AND DETAILS 423—0-793

Symmetrical about Q for guides and seats and lie in a plane within ±“

12’—O±’ Face to face of guides

Symmetrical about

El. 161.5 Q for guides and seats

‘rEI. ‘133.0

— _.________-_L_-__..____ --.---J cc stshallbeveIJ .

SEC 770N A —A (RO TA TED)

INS TALLA 770N

El. 161.5

El. 131.0

Face of seat shall be level and lie in a plane within ±4”

SEC 770N B—B (ROTA TED)

INS TALLA liON

-Face of seat shall be level and lie in a plane within ±4”

SEC77ON D—D (ROTATED)

INS TALLA 770N

ALWAYS THINK SAFETY

UMIYD STAlES

ORPAR7L1Jr lE mr 8IAU OR DAMA IlW

COLORADO RIVER FRONT HfJRK AND LEWE SYSTEM - CALiFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

STOPLOG SEA iS AND GUIDES PLANS—INSTALLA liON—ASSEMBLIES

‘E5DDED E.a1EcxED.i(7

- 7E01 APPR. -

ADD S1SIEM CADO FILEPJANE DA mE AF) IW.t PLDmmW

DORMS, COLORADO

SHEET

MARTS 31. 200.8 423—D 792

S 3

423—D--793 3 2 165 fr Bar 3 x 3 -- -j 33” 23” 2”

NI

Drill dia. holes through.

rock weld nuts F.S for 3” 12’—4 dio. hex. hd. cop screws provided on ports L 2. L

Z and 8

--At the joint, face of seat shall be ground smooth with no offsets, and in plane so

7 that a 0.005” feeler gauge cannot be inserted under a straightedge placed anywhere across the faint.

E.r—

> II N.

- ,1

C

Ua a a c5.

(0 N

GUIDES

STRUCTURAL STEEL — ASTM A36

PART L flWLVE REQUIRED AS SHOV,N PART 2 TfL I’E REQUIRED OPP. HAND

PART , TWO REQUIRED AS SHOMV

PART 4 TWO REQUIRED OPP. HAND

PART TWO REQUIRED AS SHOI4fV

PART TWO REQUIRED OPP. HAND

PART Z SIX REQUIRED AS SHO*1V

PART 8 SIX REQUIRED OPP. HAND

3 Dia. x 5” headed anchors. Weld to angles as shown, see Notes.

3 Dia x 5” headed / anchors, welded to

WT6x2Das \ shown. See Notes. -

N

NO TES

A. Welding synbols apply to the joints of all members of similar identification.

B. All fillet welds shall be returned.

C. Headed anchors shall be flux—filled stud anchors suitable for end welding with automatic end—welding guns or equivalent manually welded anchors complying with

ASTM AIO8.

REFERENCE DRA WiNGS

FOREBAY/AFTERBA Y, PIPE CROSSING. & OUTLET CANAL

GENERAL PLAN 423—D—694

INLET/OUTLET STRUCTURE

PARTIAL PLAN 423—D—699

SECTiONS 423—0—702

PIPE INLET STRUCTURE

PLAN. SECTiON AND DETAILS 423—D—704

SECTIONS 423—D—739

PIPE OUTLET TRANSITiON

SITE AND EARTHWORK PLAN

SECTiONS AND DETAILS 423—D—705

CONCRETE OUTLINE AND REINFORCEMENT

SECTIONS 423—D—707

TRANSITION/TRASHRACK/GA TEE STRUCTURE

GATE STRUCTURE—PLAN 423—0—715

GATE STRUCTURE—SECTiONS 423—0—717

ALWAYS THINK SAFETY

e?ED srA (ES oP,4RCNNr cr 7w

00REAU REAL4I7LP

COLORADO RIL€R FRONT WORK AND LEE SS1EM — CALIFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

STOPLOG SEA 7’S AND GUIDES

SECT7ONS AND DETAILS

;77-o.saoe -. -

ORAWO - ..._ _lE APER. P’

- WT 6 x 20

ViEW E-E

(TYPICAL BOTH ENDS OF SEAT)

- - - -— Synmetrical about Q

Ii

FL>

10 Spaces 0 I’—J” = 12’—6”

SEA T

STRUCTURAL STEEL — ASTM A36

22 REQUIRED

(0

D

C

B

A

SEC 770N F—F

IA

z -C

I_I ----

-l — --—- — —

N a

- —-I

-1 - -—- — — I-

-l - —

I-

-4-—— ——I

Dr

- H14

‘-I a a.

U-

‘2

N

CN.

b c a

C a.

a

N C

C’4 C’4

SECTiON A—A

U-a a.

I

(0 C U a

(5.

C’1

UI

U-a a.

U-

‘2

I

-I

C C U a

(0

SEC77ON B—B

-- 3” Dia. x 4” headed anchors.

Weld to plate as shown, see Notes.

co

C’, SEC77ON C—C

Drill “ dio. hales for and provide

3—IJUNC—2A x 2” long hex. hd.

cap screws with ane plain washer each. 3 3 x C

SEC17ON D—D

I.. — —

SHFUC 2 (w2

27. 2008 I 423—0—793

423—D—794 4 173

LI

Bar 1 x Drill dia.

hales far .

KEEPER

STEEL

TWO REQUIRED

DESCRIP TION

screws.

NO TES

A. Welding syabols apply to the joints of similar iden tificat ion.

B. All fillet welds shall be returned.

CF. Steel

Steel

LIST OF DRA MNGS

RESERVOIR STOPLOG LIF71NG BEAM

INSTALLA liON AND ASSEMBLY 423—0—794

HOOKS 423—D—795

ALWAYS THINK_SAFETY

srAes

TE IHE WiER REaAIA1!CX

COLORADO RIVFR FRONT WORK AND LEE SYSTEM — CALIFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

RESERVOIR STOPLOG LIFJ7NG BEAU

INSTALLA liON AND ASSEMBLY

JEUl. APP!?. V.ia4M=.. p4j

12’—O” Opening

PLAN

(SLING ASSEMBLY NOT SHOV.TiI)

LIST OF PARTS

C

PIN

CF. STEEL

TWO REQUIRED

PART

NO.

DRA WING NO MA TERIAL *

NUMBER REDO.

423-0— 794 1 Lifting beam Slructural steel

“ 2 Pin

2 Keeper

1 Sling

423—0—795 1 Hook

Structural sled

‘ I Hook

No Detail 6 dia. x I3UNC—2A x 1” lang hex. hd. cap Stainless steel

8 dio. x 2,” Long hex. hd. bolts with hex, nut and beveled washers.

“ 1 40’ r “ Oio. nylon tog line (1000 lb. mm. breaking strength)

* See detail of port far material specification.

Estimated weight 860 lbs.

1 When haoks are engaged.-’2

:rrEEzrzzzi :io 0:

S1rnmetrical about Q.

Clearance, hooks engaged.

“ Clearance, hooks free.

I 4” Mm. clearance, hooks in open position.

Drill lb” dio.

hole ,.

INSTALLAJ7QN — ASSEMBLY

Upper link 1” stack dia.

11’—7’_ Face to face of guides

0/

‘-S

Q To € of dawel holes

Thimble and tapered sleeve.

C

“ Dia. wire rope 6 x with I. WR. C. (Extra

Improved plow steel).

Open swaged socket with 1” jaw opening and 1 dia. pin.

SLING

STEEL

ONE REQUIRED

C8 x 11.5

A

SEC77ON A—A

SEC77ON C—C

all members of

B

REFERENCE DRA VvINGS

RESERVOIR STOPLOGS

INS TALLA lION—ASSEMBLY—LIST OF PARTS—DETAILS 423—0-789

STOPLOG SEA TS AND GUIDES

PLANS—INS TALLA HON—ASSEMBLIES — — — 423—0—792

C0 LIFTiNG BEAM

STRUCTURAL srEEL - ASIM A35

ONE REQUIRED

x 8

SECTION B—B AEW D-D

<J E

A

5 3 2

423—D—795 5 3 175

D

C

Bent bar jx

/1” Dio. holes. Provide f’ x 2” stainless steel hex. hd. bolt with hex, nylon insert locknut.

-t__ii.II

4’H C

B

Note: For dimensions ond finish not shown see other hook ond Detail B.

HOOK

STRUCTURAL STEEL —ASTM AiR

ONE PER LIFTING BEAM

SECTION A—A B

NOTES

Welding symbols apply to the joints of all members of similar identification.

DETAIL B

NO TE:

Teeth on hooks shall be finished

ALWAYS THINK

LWIThD STh7

DEPAwnIENTCf 7R INThNI &W LAA4flQV

COLORADO RIVER FRONT WORK AND LE’’EE SYSTEM — CALIFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

STOPLOG LIFTING BEAMS

HOOKS

- - _IEcH

5 4 3 2

423—D—800 5 4 176

Li”

STRUCTURAL STEEL — ASTM A36 (GALVANIZED)

PART 1 — TWELVEREQUIREDASSHOWN

PART 2 — TWELVE REQUIRED OPP. HAND

top of bar to match slope.

NO TES

A. All fillet welds shall be returned.

B. Welding symbols apply to the joints of all members of similar identification.

C. Unless otherwise noted, joints not covered by a weld symbol sholl be seal welded, wherever possible, to exclude water.

Estimated Weight Storage Guide 190 lbs. each

Storage Dowel 40 lbs. each

Total Weight 4720 lbs.

REFERENCE DRAWINGS

STOPLOG STORAGE FACILI7Y AND DEBRIS PAD

PLANS, SECTIONS AND DETAIL 423—0—771

RESERVOIR STOPLOGS

INSTALLATION—ASSEMBLY—LIST OF PARTS—DETAILS

423—0—789

RESERVOIR STOPLOG LIFTING BEAM

INSTALLATIONAND ASSEMBLY 423—0—794

ALWAYS THINK SAFETY

UNITED STATES

o€i’mnesr LTE IHC IwIERI

NL66EAU C.RECLMM1I0N

COLORADO RIVER FRONr WORK MdD LEWE SESISM - CALIFORNIA

DROP 2 STORAGE RESERVOIR

CANAL AND STRUCTURES

STOPLOG STORAGE FACILI1Y

STORAGE GUIDES

INSTALLATION—SECTIONS—DETAILS

APPROVW,L i”t.

.. Mqa.as 0vWICAL Ewr cilia ss?rw 1CSDO FILE!SW( I L59IA.M) slur P101151)

0,1 AD 6.1. 15 Is I 423—O--8000W0

.5PRIL 18. 2006 0920

U 1/

- — —- Bar2x

C

S

A

1l’—O”±,-” Q to

5’—6” -QStorage facility

-f- 1A

Lifting beam .,/ // not shown -

-----—Storage guides shall be plumb and lie in mmon plane.

-_---For storage facility and - - I U, / dimensioning of blockouts, see Dwg. 423—0—77L

Cr>

Reseojr stoplog See Detail B

PLAN — STOPLOG STORAGE FACILI7Y

(Two REQUIRED)

4” Dia. bar i X 6 0.0.-

STORAGE DOWEL

STRUCTURAL STEEL — ASTMA36 (GALVANIZED)

FOUR REQUIRED

Stoplog lifting beam

STORAGE GUIDE SECTION D—D

12’— 1 1” ±“ I. to I. of angles

Stoplogs shall be positioned in guides as shown.

SECTION A—A (ROTATED) DETAIL B SECTION C—C (ROTATED)

ULNVER. LULUICAIX)

c,nn , n, I 423D—8OO

4 I I 3

A At field assembly, coot both surfaces throught entinre joint with joint sealant. See Note 0.

-B

—I3UNC—2B x I long threaded studs with hex nuts (nuts not shown). See Note E.

Drill - dio. holes through for dia. threaded studs provided on port -

At field assembly, coat both surfaces through entire joint with joint sealant. See Nate 0.

If seat is to be installed without guides attached. befor placing concrete. insert cop screws into nuts to exclude concrete from bolt holes.

NOTES

A. Welding symbols apply to the joints of oil members of similar identification.

8. All fillet welds shall be returned.

C. Headed anchors shall be flux—filled stud anchors suitable for end welding with automatic end—welding guns or equivalent manually welded anchors complying with ASTM

A 708.

D. Joint sealant shall be Permatex No. 2, Permatex Industrial

Corp.. 10 Tower Lane, Avon Pork South, Avon CT. 06001; or equal.

E. Threaded studs shall be flux—filled threaded studs suitable for end welding with automatic end—welding guns or equivalent manually welded anchors, complying with

ASTMAI 08.

5 4 13

Drill dia. holes through.

rock weld nuts F.S. for dia. hex. hd. cop screws provided an port I

At the joint, face of seat shall be ground smooth with no offsets, and in plane so that a 0.005 feeler gouge cannot be inserted under a straightedge placed anywhere across the joint.

169A

3x

VIEW C-C

WT 8 x 33.5

V I, 3 Spaces 0 I’—J =

A L>..

SEAT

STRUCTURAL STEEL — ASTM A36

ONE REQUIRED

Drill dia. holes through. Tock weld nuts F.S. for “ dia.

hex hd. cap screws provided on part 2.

RECLAMATTON

Managing Water in the West

Dia. x5” headed anchors, welded to WT8 x 33.5 as shown. See Notes, SECTION A—A

At the joint, face of seat shall be ground smooth with no offsets, and in p/one so that 0 D.005 feeler gouge cannot be inserted under a straightedge placed anywhere across the joint.

A L>..

SEAT

STRUCTURAL STEEL — ASTU A36

ONE REQUIRED

Opp. hand —.

v/i

For CJ location, see Dwg. — 699.

D

ASSEMBLY (—799)

Opp. hand

Sealing direction

SECTION D—D

SECTION H—H (—799)

ALWAYS THINK SAFETY

US XP.4flT fl, WiEiR

&JAU Lr RE0A1 cOLORADO Rfi.€R F71’O.VT I+CRK AND LE’vIE S)’SIEW-C4LIF(WNLI

DROP 2 STORAGE RESERkVIR

C4N4L AND STRUCTURES

STOPLOG SEATS AND GUIDES

ASSEMBLY—SEATS-DETAiLS

E.

SRfET2Qf2 423—D—802

4 3