R0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912DW18R0001 Mud Mountain Dam Fish Passage Facility, Buckley, WA

1. This amendment one (0001) provides for the follow ing changes:

a.Revision to Section 00 73 00-A. (Note revised on last page of Section) b.Revision to Section 00 21 00-A:

Site Visit RSVP date and time. Date and time changed to 19 Oct 2017 by 1600. Additional site visit information w ill be provided in a forthcoming amendment and published to FBO.

Revision to Proj-Net deadline. Proj-Net w ill only be open until 2 December 2017.

1. CONTRACT ID CODE PAGE OF PAGES

1 60

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Oct-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW-18-R-0001

X 9B. DATED (SEE ITEM 11)

02-Oct-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Oct-2017

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW-18-R-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SUMMARY OF CHANGES

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

The Issued By organization has changed from

USA ENGINEER DISTRICT, SEATTLE

ATTN: CECT-NWS

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

to

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

The following have been modified:

00 21 00-A

Section 00 21 00 Instructions, Conditions and Notices to Offeror

PROJECT DESCRIPTION

The Seattle District, US Army Corps of Engineers (USACE) has a construction project titled, Mud Mountain Dam (MMD) Fish Barrier and Fish Passage Facility. Mud Mountain Dam is located at Enumclaw, WA. The USACE is designing facilities to replace the existing barrier and trap and haul facility with new facilities in accordance with the National Marine Fisheries Service’s (NMFS) October 2014 Biological Opinion (BiOp), and March 2016 Settlement Agreement.

Pre-Proposal SITE VISIT INFORMATION An organized site visit has been scheduled for:

October 24, 2017, meet at Federal Center South (FCS) at 8:00 AM (local time)

Federal Center South U.S. Army Corps of Engineers, Salish Sea Room 4735 E. Marginal Way S, Bldg 1202 Seattle, WA 98134-2388

The tour will require approximately 6 hours. The tentative schedule is as follows:

0800 – Arrive at FCS for presentation of Proposal Requirements in Salish Sea 0900 – Buses depart FCS for MMD

1000 – Arrive at MMD for Left Bank, Right Bank, Release site tour 1300 – Leave MMD 1400 – Buses arrive back at FCS

Cameras are permitted to take photos of the fish trap and barrier. All participants will be required to sign an attendance list. The Government will not be providing lunch, and there will be limited restroom facilities. All attending personnel require government issued identification.

The purpose of the site visit is to familiarize Offerors with the scope of work and provide an opportunity to become familiar with the existing site conditions. It is the intent of the Government that all prospective Offerors visit the worksite for the purpose of acquainting themselves with local conditions. Non-technical questions will be addressed; however, technical questions regarding the solicitation’s drawings and specifications will be submitted via ProjNet, a web-based program that allows Offerors to post questions regarding the solicitation and to view all questions by other Offerors and answers by USACE. Attendance at the site visit is strongly recommended.

Point of Contact for the Site Visit:

Project Lead is:

Leah Hauenstein Phone: (206) 316-3169 E-mail:leah.j.hauenstein@usace.army.mil

Confirm Site Visit attendance by 4:00 PM on 19 Oct 2017.

Submit the following information via email to the email addresses listed.

a. Name of firm with complete mailing address.

b. Name, title, and phone number of each representative.

Send messages regarding the site visit only to Project Lead, and also e-mail contracting specialist.

Contract Specialist is Monique Paano. E-mail: Monique.A.Paano@usace.army.mil

Requests for attendance received after the above noted date and time may not be accepted. Due to limited field staff available for construction contractor site visits, this scheduled site visit will be the only one offered. Individual requests for site visits will not be granted. Offerors are urged and expected to visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work, and the general and local conditions which may affect the work or the cost thereof. Failure to do so shall not relieve Offerors from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Government shall assume no responsibility for any understanding or representations concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the Request for Proposal, the specifications, or related documents.

OFFEROR QUESTIONS AND COMMENTS – Offeror Inquiry All inquiries regarding this solicitation are to be submitted via ProjNet-BID. Telephone and email inquiries will not be accepted. ProjNet-BID is a web-based program that allows bidders to post questions regarding the solicitation and to view all questions by other bidders and answers by USACE. ProjNet-BID can be accessed at https://www.projnet.org To access the ProjNet-BID website the first time:

1) Click the Quick Add menu in the upper right.

2) Enter the following information for access:

2.a) Select USACE as the Agency.

2.b) Input BID Key: UC4PMG-DDBFYD 2.c) Your email address.

3) Enter valid business contact information (e.g. First and Last Name, Company name, city and state, phone number, email address). (Required on first project only.)

4) Establish Secret Question and Answer which will be used as a password (required on first project only).

5) For subsequent access use your email address, the Key and response to the Secret Question to access the

ProjNet-BID Module.

6) Submit technical questions by clicking Post a New Inquiry. When an answer is posted to a question, the question and answer is then available for all other bidders to review.

7) For questions about ProjNet-BID, please contact the Call Center help desk toll free at 1-800-428-HELP

(4357), which operates from 8AM to 5PM (Central US time zone).

No response will be posted to inquiries after 4:00 PM on December 2, 2017. All bidders will be held to have reviewed the questions and responses in ProjNet-BID prior to bid submission. Nothing in the solicitation is changed unless an amendment is sent out.

PROPOSAL COMPOSITION AND SUBMISSION

GENERAL REQUIREMENTS

Proposals must set forth full, accurate, and complete information as required by this Request for Proposal (RFP).

Absence of information demonstrates lack of support for a criterion. Proposals shall contain only data essential for evaluation of proposals to expedite both proposal preparation and evaluation. Data submitted must reflect the Offeror’s interpretation of criteria contained in the RFP.

Proposals are to be on 8-1/2 x 11-inch paper, to the maximum extent practicable, and submitted in standard letter (8- 1/2 x 11-inch), 3-ring loose-leaf binders. Contents of binders shall be appropriately tabbed and labeled corresponding to the proposal table of contents, affording ease of identification. For organization charts or schedules, a folded 11” x 17” format may be used. Larger format drawings or tables may be added by folding them to fit within the binder. Electronic copies in portable document format (PDF) on CDs will also be required.

Reference FAR Clause 52.204-4(b) Printed or Copied Double-Sided on Recycled Paper. In accordance with Section 101 of Executive Order 13101 of September 14, 1998, Greening the Government through Waste Prevention, Recycling, and Federal Acquisition, the Contractor is encouraged to submit paper documents, such as offers, letters, or reports, that are printed or copied double-sided on recycled paper that meet minimum content standards specified in Section 505 of Executive Order 13101, when not using electronic commerce methods to submit information or data to the Government.

There shall be no consideration of information incorporated by reference or reiteration of the RFP. Proposal presentation shall be in a manner which allows it to “STAND ALONE” without need for evaluators to reference other documents. It is allowable to combine arrangements, layout plans, and notes on single sheets in order to simplify presentation, so long as there is maintenance of clarity. Elaborate artwork, expensive paper and bindings, and expensive/extensive visual aids and other presentation aids are neither necessary nor wanted. Penalty for making false statements in proposals is prescribed in 18 U.S.C. 1001. NOTE: Providing additional information that is not requested will not enhance a proposal’s chance for success. The ability to convey information as succinctly as possible is encouraged.

Offerors are required to meet ALL solicitation requirements, including terms and conditions, representations and certifications, and technical requirements, in addition to those identified as evaluation factors. The Offeror shall submit in the proposal all requested information specified in this section and section 00 22 00 of the RFP at or before the exact time specified in the RFP. There will be no public opening of the proposals received as a result of this solicitation. Failure to meet a requirement may result in an offer being ineligible for award.

Content of Proposals: All proposals must be prepared in two volumes: A technical proposal (Volume I), a price proposal (Volume II). Each of the volumes shall be separate and complete in itself so that evaluation of one may be accomplished independently from evaluation of the other. The technical proposal (Volume I) must NOT contain reference to price. The narrative and content structure of the proposal shall follow the format shown under Volume I below. Offerors who fail to submit a complete proposal may be excluded and thus receive no further consideration for award.

(1) Technical Proposal, Volume I: Provide one (1) original and four (4) copies and one (1) pdf file on a CD.

Volume I shall consist of information for the five (5) non-price factors, listed in tabular form, as noted below.

Repeating or restating the specifications without sufficient elaboration will be determined to show a lack of understanding of the requirement.

Volume I – Technical (Non-Price) Factors and Sub-factors:

Tab 1 - Factor 1 Project Schedule Factor 2 Care and Diversion Water Work Plan Factor 3 Company Experience

Tab 2 – Factor 4 Past Performance

Tab 3 – Factor 5 Small Business Volume II – Price Proposal:

Price Proposal, Volume II: The Price Proposal shall be complete, detailed and submitted on forms provided in the Request for Proposal (RFP) (one (1) original and one (1) pdf. file on a separate CD from the Technical Proposal). Offeror shall provide pricing and complete all line items on Standard Form 1442 (SF 1442).

Volume II - Price. Offeror’s price proposal must be prepared in accordance with below paragraphs and must include:

Tab 1 - SF1442, Solicitation, Offer, and Award.

The SF1442 shall be filled out completely by the Offeror and signed by an official that is authorized to bind the company. The Offeror shall also acknowledge all amendments to the solicitation in accordance with the instructions on the Standard Form 30 or Block 19 of SF1442.

Tab 2 – Price Schedule The Offeror shall fully complete this section.

Tab 3 - Representations, Certifications and other Statements of Offerors.

The Offeror shall complete all representations and certifications in Section 00 45 00 and also ensure current registration and completed/updated Annual Representations and Certifications on the System for Award Management (SAM) website, www.sam.gov.

Tab 4 – Banking and Bonding points of contact.

The Government is required to determine Contractor’s responsibility; the Offeror shall provide contact information (Company name, point of contact, address, email, and phone number) for the offeror’s bank and bonding institutions.

Tab 5 - Bid/Offer Guarantee. The Bid Bond shall be at least 20% of the bid price, but shall not exceed $3million.

PROPOSAL SUBMITTALS

Proposals must be received no later than the date and time identified in the RFP. Plainly mark the proposal package “Proposals for Solicitation Number: W912DW17R0031, DO NOT OPEN.” There will not be a public proposal opening. In order for the proposal to be considered it MUST be prepared in ENGLISH, and must be submitted as a hardcopy original (Volume I and II) and four (4) copies (Volume I only) with the required electronic CD.

Hand-delivery/Fed-Ex/UPS or other commercial carrier:

U.S. Army Corps of Engineers, Seattle District Attn: Monique Paano – CENWS-CTC 4735 E. Marginal Way South / Seattle, WA 98134-2388

Mail:

U.S. Army Corps of Engineers, Seattle District Monique Paano – Contract Specialist CENWS-CTC / PO Box 3755 Seattle, WA 98124-3755

Note: Commercial carriers will not deliver proposals to P.O. Boxes.

ATTENTION: Due to heightened security, the method of Hand Delivery has changed and takes longer than the previous method of arriving at the Federal Center South building lobby to deliver your Offer, Bid or Proposal.

Please allow sufficient time to allow for heightened security at Government installations and to get to Building #1202. Allow time to park, pass through a metal detector, sign in, and receive a building pass at the Federal Center South Building. From there, you will be directed to the USACE Oxbow Building (#1202) which sits behind the Federal Center South Building. Allow additional time.

Report to the Security Desk in the lobby of the USACE Oxbow Building (#1202) and call Sonia Frees, Procurement Technician, at 206-764-3516, or Monique Paano, Contract Specialist, at 206-764-6084. A Contracting representative will come down and accept your Offer, Bid or Proposal.

A proposal is not received by the Government until it is in the physical possession of a representative of the Contracting office. Security guards and other non-contracting personnel are NOT authorized to accept proposals on behalf of the Government. Note that official receipt of a proposal shall be in accordance with FAR 52.215-1.

Note: If delivery is by any means other than Hand Delivery, please check prior to the due date and time to ensure that your Offer, Bid, or Proposal has arrived on time.

TECHNICAL PROPOSAL FORMAT - Volume I Submit

Five (5) hard copies: one (1) marked "Original" and four (4) marked "Copy" One (1) complete electronic copy in portable document format (PDF)

Number pages consecutively, from beginning to end. Do not repeat numbering for new sections.

At a minimum, the technical proposal should include 1) a Cover Letter, 2) Title Page, 3) a Table of Contents, and 4) requisite technical data for evaluation. A description of each follows:

1) Cover Letter: The Technical Proposal cover letter should be the first page of the technical proposal.

Include the following:

1 Solicitation Number 2 Vendor Legal Name 3 List any alternate business names or d/b/a (doing business as) 4 CAGE Code and DUNS Number 5 Mailing Address 6 Physical Street Address 7 Principal Office Location (City, State and Zip) 8 Acknowledgement of all “amendments” by number and date of issue.

9 Statement the Offer is acceptable for a period of 120 calendar days from the date of submission.

10 Person or Persons authorized to negotiate on the Offeror’s behalf with the

Government for this solicitation:

Name Title Phone Number, including Mobile Number if applicable Email address

2) Title Page: Each copy must include the Offeror’s name and address, phone number and email address, title of the solicitation, solicitation number and date of submittal clearly identified on the front cover of the binder.

3) Table of Contents: Include all sections contained in the Technical Proposal. Provide a separate section for each Evaluation Factor. Any additions or revisions to the proposal shall include an updated Table of Contents for each set.

4) Requisite Technical Data for Evaluation: Include all information required in Section 00 22 00. This section shall be specific and complete, demonstrating a thorough understanding of the requirements. It shall include, where applicable, diagrams and/or charts. It shall demonstrate all Factor/SubFactor requirements.

5) Printed Matter Submissions: Pages containing text are expected to be 8-1/2 x 11 inches with at least one-inch margins at the top, bottom, and both sides. Paragraphs should be separated by at least one blank line. A standard 11-point font in either Arial or Times New Roman is preferred.

6) Organization charts or schedules: A folded 11” x 17” format may be used. Larger format drawings or tables may be added by folding them to fit within the binder.

All information must be confined to the appropriate volume. If the materials do not fit within a single volume, they should be separated in additional binders, but clearly identified as such.

Each volume of the proposal is expected to contain a table of contents, summary section with a brief abstract of the volume, and the narrative discussion.

THE OFFEROR SHALL SUBMIT AN ELECTRONIC VERSION OF EACH PROPOSAL.

The electronic version shall be on a readable CD. Any discrepancies between the electronic and paper copies shall give precedence to the paper copy.

Proposal Content Limitations.

The Offeror must confine the proposal to relevant information and documentation sufficient to provide an adequate basis for evaluation. Offerors are responsible for including sufficient details, in a concise manner, to permit a complete and accurate evaluation of the proposal. The page count is at the discretion of the Offeror, however the proposal may not be more than 150 pages double-sided. The proposal shall be number sequentially (1,2,3, etc). Any pages after page 300 will not be reviewed.

The evaluation panel for the Government is instructed to evaluate the non-price proposal factors on the basis of the information provided. Extraneous information provided in the proposals will not be considered in the evaluations; therefore, the Offeror should only provide information that satisfies the solicitation requirements. Merely restating the specifications without sufficient elaboration demonstrates a lack of understanding of the requirement.

DO NOT cross reference past performance information. It is acceptable to repeat data, project information or experience in more than one non-price area as long as it satisfies the requirements of the factor.

Proprietary information must be clearly marked.

PRICE PROPOSAL FORMAT – Volume II Submit

One (1) hard copy marked "Original" One (1) electronic copy in PDF on a separate CD from the Technical Proposal

An official authorized to bind your firm must sign the Price Proposal. Note that the RFP letter provides the number of calendar days after the date of the offer for which the proposal is firm. Submit the Price Proposal at the same time as, but separate from, the Technical Proposal. The Price Proposal and requisite forms should include the following:

# Item Response 1 Proposal Cover Letter ACKNOWLEDGE all amendments (if there are any) by number of the amendment and date in the Proposal Cover Letter 2 Pricing Schedule Complete all required items.

3 Representations, Certifications and

Other Statements of Offerors Ensure they are updated in SAM at https://www.sam.gov/

4 Bid Bond Bid Bonds must be accompanied by a Power of Attorney containing an original signature from the surety, which must be affixed to the Power of Attorney after the Power of Attorney has been generated. Computer generated and signed Powers of Attorney will only be accepted if accompanied by an original certification from a current officer of the surety attesting to its authenticity and continuing validity.

RELEASE OF INFORMATION

After receipt of proposals, no source selection information will be available to any Offeror until contract award.

This includes, but is not limited to, the relative standing of the Offeror’s proposal or the number or identity of the participating Offerors.

PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

The Government is in no way responsible for costs incurred in the preparation and submission of a proposal or for any other costs incurred prior to the execution of a contract.

AWARD AND POST-AWARD PROCEDURES

TECHNICAL EVALUATION

There will be an evaluation of technical proposals for conformance with the minimum RFP criteria to determine if the proposal is technically acceptable by a Technical Evaluation Team (TET). While there is intent to keep the Offeror’s pre-award proposal effort to a minimum, proposals must provide adequate detail for evaluators to determine if the proposal is technically acceptable.

The TET’s duty is the assignment of a fair, unbiased technical rating for each proposal based solely on the merits of the proposal. Proposals that do not conform to the terms and conditions contained in the RFP, or those that include stipulations or qualifying conditions unacceptable to the Government, are not eligible for award. There will be no consideration of pricing data during the technical evaluation.

SELECTION AND AWARD WITHOUT DISCUSSIONS

It is the intent of the Government to make award based upon initial offers, without further discussions or additional information. Therefore, submit your proposal on the most favorable terms from a technical standpoint. Do not assume you will have an opportunity to clarify, discuss or revise your proposal.

If award is not possible from initial offers, the Contracting Officer may establish a competitive range prior to either written or oral (i.e. telephonic) discussions with all Offerors in the competitive range. As a result, Offerors may be asked to revise their initial offers. If an Offeror’s proposal is eliminated or otherwise removed from the competitive range during discussions, further revisions to that Offeror’s proposal will neither be accepted nor considered. Discussions will culminate in a request for a Final Proposal Revision (FPR), the date and time of which will be provided to all Offerors.

After discussions and the subsequent receipt of Final Proposal Revisions, the TET will evaluate supplemental information provided by Offerors and adjust previously assigned technical ratings, if applicable.

SELECTION AND AWARD

This solicitation is an unrestricted competitive acquisition using Best Value Tradeoff (BVTO) source selection process for the award of a firm fixed-price contract. Selection will be on the basis of the responsible Offeror whose proposal conforms to the RFP requirements, demonstrating high technical capability and low risk, presenting the most advantageous offer to the Government. The Government reserves the right to accept other than the lowest priced offer or to reject all offers.

DEBRIEFINGS

PRE-AWARD

Offerors excluded from the competition before award will receive a notice and may request a debriefing before award by submitting a written request for a debriefing to the Contracting Officer within three (3) calendar days after receipt of the notice of exclusion from the competition. (FAR 15.505)

POST-AWARD

Unsuccessful Offerors may request a post-award debriefing within three (3) calendar days after the date on which the Offeror received notification of contract award. There will be no point-by-point comparisons with other Offerors’ proposals and debriefings will not reveal any information that is not releasable under the Freedom of Information Act (FOIA). (FAR 15.506)

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

00 73 00-A

ATTACHMEN

T 00 73 00-A

INDEX OF

DRAWINGS

DRAWING NO. E-3-8-385, DATED 28

AUGUST 2017

SHEET

NUMBER

PLATE

NUMBER

TITLE REVISION

NUMBER

DATE

VOLUME 1:

GENERAL

1 1G-001 OVERALL TITLE, LOCATION AND VICINITY MAPS

2 1G-002 OVERALL DRAWING INDEX 1

3 1G-003 OVERALL DRAWING INDEX 2

4 1G-004 OVERALL DRAWING INDEX 3

5 1G-005 OVERALL DRAWING INDEX 4

6 1CI001 PROJECT SITE PLAN AND HAUL ROUTE

7 1CI002 OVERALL SITE PLAN - ENUMCLAW FPF SITE

8 1CI003 SITE LAYOUT - ENUMCLAW FPF SITE

9 1CI004 REAL ESTATE - ENUMCLAW FPF SITE

10 1CI005 HAUL ROUTE - ENUMCLAW FPF SITE

11 1CI006 GEN SITE PLAN & CONTROL POINTS -

ENUMCLAW FPF SITE

12 1CI007 GEN SITE PLAN & CONTROL POINTS - FISH

RELEASE ROAD

13 1CI008 GEN SITE PLAN & CONTROL POINTS - MMD OFF DISP

AREA

14 1CI009- TREE CLEARING LIMITS 1 - ENUMCLAW FPF SITE

15 1CI010 TREE CLEARING LIMITS 2 - ENUMCLAW FPF SITE

16 1CI011 TREE CLEARING LIMITS 3 - ENUMCLAW FPF SITE

17 1CI012 TREE CLEARING LIMITS 4 - ENUMCLAW FPF SITE

18 1CI013 TREE CLEARING LIMITS 5 - ENUMCLAW FPF SITE

VOLUME 2: GENERAL SITE

1 2G-001 GENERAL SITE - COVER SHEET

2 2G-002 GENERAL SITE - DRAWING INDEX

3 2B-001 LOCATIONS OF EXPLORATION 1 - MIT HATCHERY

SITE 1

4 2B-002 LOCATIONS OF EXPLORATION 2 - MIT HATCHERY

SITE 2

5 2B-003 LOCATIONS OF EXPLORATION 3 - FISH RELEASE

ROAD

6 2B-301 EXPLORATION LOGS 1 - MIT HATCHERY SITE

7 2B-302 EXPLORATION LOGS 2 - MIT HATCHERY SITE

8 2B-303 EXPLORATION LOGS 3 - MIT HATCHERY SITE

9 2B-304 EXPLORATION LOGS 4 - MIT HATCHERY SITE

10 2B-305 EXPLORATION LOGS 5 - MIT HATCHERY SITE

11 2B-306 EXPLORATION LOGS 6 - MIT HATCHERY SITE

12 2B-307 EXPLORATION LOGS 7 - MIT HATCHERY SITE

13 2B-308 EXPLORATION LOGS 8 - FISH RELEASE ROAD

14 2C-001 LEGEND, ABBREVIATION, AND GENERAL NOTES

15 2CF001 GENERAL SITE PLAN - ENUMCLAW FPF SITE

16 2CF002 STAGING AREA - ENUMCLAW FPF SITE

17 2CF003 EXISTING SITE CONDITIONS 1 - RIGHT BANK

ACCESS ROAD

18 2CF004 EXISTING SITE CONDITIONS 2 - RIGHT BANK

ACCESS ROAD

19 2CF005 EXISTING SITE CONDITIONS 3 - RIGHT BANK MIT

HATCHERY SITE

20 2CF006 EXISTING SITE CONDITIONS 4 - RIGHT BANK MIT

21 2CF007 EXISTING SITE CONDITIONS 5 - RIGHT BANK MIT

2CF008 EXISTING SITE CONDITIONS 6 - RIGHT BANK MIT

23 2CF009 EXISTING SITE CONDITIONS 7 - LEFT BANK FISH TRAP

SITE

24 2CF010 EXISTING SITE CONDITIONS 8 - LEFT BANK

ACCESS ROADS

25 2CF011 EXISTING SITE CONDITIONS 9 - LEFT BANK

26 2CF012 EXISTING SITE CONDITIONS 10 - LEFT BANK

27 2CF013 EXISTING SITE CONDITIONS 11 - LEFT BANK

28 2CF014 EXISTING SITE CONDITIONS 12 - LEFT BANK

29 2CF015 EXISTING SITE CONDITIONS 13 - LEFT BANK

30 2CF016 EXISTING UTILITIES 1 - RIGHT BANK ACCESS

31 2CF017 EXISTING UTILITIES 2 - RIGHT BANK ACCESS

32 2CF018 EXISTING UTILITIES 3 - RIGHT BANK MIT

33 2CF019 EXISTING UTILITIES 4 - RIGHT BANK MIT

34 2CF020 EXISTING UTILITIES 5 - RIGHT BANK MIT

35 2CF021 DEMOLITION PLAN 1 - ENUMCLAW FPF SITE

36 2CF022 DEMOLITION PLAN 2 - ENUMCLAW FPF SITE

37 2CF101 FPF ACCESS ROAD OVERALL PLAN AND

PROFILE

38 2CF102 FPF ACCESS ROAD PLAN AND PROFILE 1

39 2CF103 FPF ACCESS ROAD PLAN AND PROFILE 2

40 2CF104 FPF ACCESS ROAD AT MUD MOUNTAIN DAM

41 2CF105 FPF ACCESS ROAD SITE PLAN 1

42 2CF106 FPF ACCESS ROAD SITE PLAN 2

43 2CF107 FPF ACCESS ROAD SITE PLAN 3

44 2CF108 FPF ACCESS ROAD PAVEMENT MARKING AND

SIGNAGE PLAN 1

45 2CF109 FPF ACCESS ROAD PAVEMENT MARKING AND

SIGNAGE PLAN 2

46 2CF110 FPF ACCESS ROAD STORM DRAIN AND UTILITY

PLAN 1

47 2CF111 FPF ACCESS ROAD STORM DRAIN AND UTILITY

PLAN 2

48 2CF112 FPF ACCESS ROAD STORM DRAIN AND UTILITY

PLAN 3

49 2CF201 FPF ACCESS ROAD SUPERELEVATED ROAD

50 2CF301 FPF ACCESS ROAD SECTIONS 1

51 2CF302 FPF ACCESS ROAD SECTIONS 2

52 2CF303 ELEVATED WALKWAY SECTIONS

53 2CF501 TYPICAL PAVEMENT SECTIONS

54 2CF502 PAVEMENT SECTIONS AND DETAILS

55 2CF503 4' CHAIN LINK FENCE DETAILS

56 2CF504 SIGN DETAILS

57 2CF505 UTILITY DETAILS 1

58 2CF506 UTILITY DETAILS 2

59 2CF507 UTILITY DETAILS 3

60 2CF508 MISCELLANEOUS DETAILS

61 2CF601 FPF ACCESS ROAD HORIZONTAL AND VERTICAL

CONTROL

62 2CM001 MAIN CAMPUS GENERAL SITE PLAN

63 2CM101 MAIN CAMPUS SHOP BUILDING YARD SITE

PLAN`

64 2CM102 MAIN CAMPUS UPSTREAM CRANE ACCESS

AREA SITE PLAN

65 2CM103 MAIN CAMPUS HORIZONTAL CONTROL PLAN

66 2CM104 MAIN CAMPUS RAMP SITE PLAN

67 2CM105 MAIN CAMPUS RAMP PLAN AND PROFILE

68 2CM106 MAIN CAMPUS SHOP BUILDING YARD STORM

DRAIN AND GRADING PLAN

69 2CM107 MAIN CAMPUS UPSTREAM CRANE ACC AREA

STRM DRN & GRAD PLAN

70 2CM108 MAIN CAMPUS FENCING PLAN

71 2CM109 EFFLUENT PIPE PLAN AND PROFILE

72 2CM110 INTAKE STRUCTURE WATERLINE PLAN AND

73 2CM111 CHANNEL IMPROVEMENTS OVERALL PLAN AND

74 2CM112 LEFT BANK UPSTREAM RIPRAP

75 2CM113 LEFT BANK DOWNSTREAM RIPRAP

76 2CM301 MAIN CAMPUS LEVEE RAMP AND

MAINTENANCE DECK RAMP SECTIONS

77 2CM302 CHANNEL IMPROVEMENTS SECTIONS

78 2CM303 LEFT BANK UPSTREAM RIPRAP SECTIONS

79 2CM304 LEFT BANK DOWNSTREAM RIPRAP SECTIONS

80 2CM501 TYPICAL PAVEMENT SECTIONS AND

MISCELLANEOUS DETAILS

81 2CM502 CHAIN LINK FENCE DETAILS 1

82 2CM503 CHAIN LINK FENCE DETAILS 2

83 2CM504 UTILITY DETAILS 1

84 2CM505 UTILITY DETAILS 2

85 2CM506 MISCELLANEOUS DETAILS

86 2CM507 EXISTING MIT FISH LADDER DETAILS

87 2CM508 MAIN CAMPUS SWALE DETAILS

88 2CM601 MAIN CAMPUS RAMP HORIZONTAL AND

VERTICAL CONTROL

89 2CL101 RIGHT BANK LEVEE OVERALL PLAN AND

90 2CL102 RIGHT BANK LEVEE PLAN AND PROFILE 1

91 2CL103 RIGHT BANK LEVEE PLAN AND PROFILE 2

92 2CL104 LEVEE CHANNEL PLAN AND PROFILE

93 2CL301 RIGHT BANK LEVEE SECTIONS 1

94 2CL302 RIGHT BANK LEVEE SECTIONS 2

95 2CL303 RIGHT BANK LEVEE SECTIONS 3

96 2CL501 MISCELLANEOUS DETAILS 1

97 2CL502 MISCELLANEOUS DETAILS 2

98 2CL601 RIGHT BANK LEVEE HORIZONTAL AND

99 2CR001 HAUL ROUTE - FISH RELEASE SITE

100 2CR002 GENERAL SITE AND DEMOLITION PLAN - FISH

RELEASE SITE

101 2CR003 STAGING AREA - FISH RELEASE SITE

102 2CR004 EXISTING SITE CONDITIONS - FISH RELEASE SITE

103 2CR005 EXISTING SITE CONDITIONS - HIGHWAY 410

104 2CR101 FISH RELEASE ROAD AT HIGHWAY 410

CONTROL POINTS

105 2CR102 FISH RELEASE ROAD PLAN AND PROFILE 1

106 2CR103 FISH RELEASE ROAD PLAN AND PROFILE 2

107 2CR104 FISH RELEASE ROAD PLAN AND PROFILE 3

108 2CR105 FISH RELEASE ROAD PLAN AND PROFILE 4

109 2CR106 FISH RELEASE ROAD PLAN AND PROFILE 5

110 2CR107 FISH RELEASE ROAD PLAN AND PROFILE 6

111 2CR108 FISH RELEASE ROAD PLAN AND PROFILE 7

112 2CR109 FISH RELEASE ROAD PLAN AND PROFILE 8

113 2CR110 FISH RELEASE ROAD PLAN AND PROFILE 9

114 2CR111 FISH RELEASE ROAD SIGNAGE PLAN

115 2CR112 FISH RELEASE ROAD DISPOSAL AREA 1

116 2CR113 FISH RELEASE ROAD DISPOSAL AREAS 2 AND 3

117 2CR201 FISH RELEASE ROAD PROFILE 1

118 2CR202 FISH RELEASE ROAD PROFILE 2

119 2CR203 FISH RELEASE ROAD SUPERELEVATED ROAD

120 2CR301 FISH RELEASE ROAD SECTIONS 1

121 2CR302 FISH RELEASE ROAD SECTIONS 2

122 2CR501 TYPICAL PAVEMENT SECTIONS

123 2CR502 JERSEY BARRIER DETAILS

124 2CR503 SIGN DETAILS 1

125 2CR504 SIGN DETAILS 2

126 2CR505 UTILITY DETAILS 1

127 2CR506 UTILITY DETAILS 2

128 2CR507 MISCELLANEOUS DETAILS 1

129 2CR508 MISCELLANEOUS DETAILS 2

130 2CR601 FISH RELEASE ROAD HORIZONTAL CONTROL

131 2CR602 FISH RELEASE ROAD VERTICAL CONTROL

132 2CR603 FISH RELEASE ROAD CURVE WIDENING & TURN OUT

TABLES

133 2CD001 HAUL ROUTE - MMD OFFICE DISPOSAL AREA

SITE

134 2CD002 EXISTING SITE CONDITIONS - MMD OFFICE

DISPOSAL AREA

135 2CD101 MMD OFFICE DISPOSAL AREA SITE PLAN

136 2CD102 MMD OFFICE DISPOSAL AREA GRADING PLAN

137 2CD103 MMD OFFICE DISPOSAL AREA CONTR ACC RD

PLAN & PROFILE

138 2CD104 MMD OFFICE DISPOSAL AREA DAM ACC ROAD

PLAN & PROFILE

139 2CD301 MMD OFFICE DISPOSAL AREA SECTIONS

140 2CD501 UTILITY DETAILS

141 2CD502 WATER QUALITY DETENTION POND 1

142 2CD503 WATER QUALITY DETENTION POND 2

143 2CD504 WATER QUALITY DETENTION POND 3

144 2CD601 MMD OFFICE ROADS HORIZONTAL AND

145 2C-501 GUARDRAIL DETAILS 1

146 2C-502 GUARDRAIL DETAILS 2

147 2C-503 TYPE 1 AND TYPE 2 CATCH BASINS

148 2C-504 MISCELLANEOUS DETAILS

149 2C-505 EROSION CONTROL BLANKET

150 2S-300 ELEVATED WALKWAY SECTIONS

151 2E-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

152 2E-100 OVERALL SITE PLAN

153 2EF101 SITE PLAN 1

154 2EF102 SITE PLAN 2

155 2EF103 SITE PLAN 3

156 2EM101 SITE PLAN 4

157 2EM102 SITE PLAN 5

158 2E-501 TRANSFORMER/VAULT DETAILS

159 2E-502 SWITCH DETAILS

160 2E-503 GROUNDING DETAILS

161 2E-504 GENERATOR DETAILS

162 2E-505 MISCELLANEOUS DETAILS

163 2E-601 ELECTRICAL POWER RISER DIAGRAM

VOLUME 3: BARRIER

1 3G-001 BARRIER - COVER SHEET

2 3G-002 BARRIER - DRAWING INDEX

3 3G-003 BARRIER - GEN ARGMNT ISO LOOKING SW

4 3G-004 BARRIER - GEN ARGMNT ISO LOOKING NE

5 3G-005 BARRIER - ABBREVIATIONS A THROUGH K

6 3G-006 ABBREVIATIONS L THROUGH Z

7 3G-101 BARRIER - GENERAL ARRANGEMENT PLAN

8 3G-301 BARRIER - GENERAL ARRANGEMENT SEC

9 3GS001 WATERWAY SIGNAGE SITE PLAN

10 3GS002 WATERWAY SIGNAGE DETAILS

11 3GS003 WATERWAY SIGNAGE DETAILS

12 3GS004 WATERWAY SIGNAGE DETAILS

13 3GS005 WATERWAY SIGNAGE DETAILS

14 3GS006 WATERWAY SIGNAGE DETAILS

15 2CA101 CWA SECANT PILE WALL

16 3CA501 CWA SECANT PILE WALL SECTIONS & DETAILS 1

17 3CA502 CWA SECANT PILE WALL SECTIONS & DETAILS 2

18 3S-001 GENERAL STRUCTURAL NOTES 1

19 3S-002 GENERAL STRUCTURAL NOTES 2

20 3SB001 BARRIER STRUCTURE ISOMETRICS

21 3SB101 BARRIER STRUCTURE OVERALL PLAN

22 3SB102 BARRIER STRUCTURE MACHINERY PLATFORM AREA

PARTIAL PLAN @ EL 685.5FT

23 3SB301 BARRIER STRUCTURE OVERFLOW BAY SECTION

24 3SB302 BARRIER STRUCTURE SLUICE BAY SECTION

25 3SB303 BARRIER STRUCTURE SECTIONS

26 3SB401 BARRIER STRUCTURE ENLARGED VIEWS 1

27 3SB402 BARRIER STRUCTURE ENLARGED VIEWS 2

28 3SB403 BARRIER STRUCTURE ENLARGED VIEWS 3

29 3SB501 BARRIER STRUCTURE GATE STOP DETAILS

30 3SB502 BARRIER STRUCTURE VENTED SIDE SEAL

PLATE DETAILS

31 3SB503 BARRIER STRUCTURE EQUIPMENT PLATFORM DTS

32 3SB504 BARRIER STRUCTURE MAINTENANCE PLATFORM DTS

33 3SB505 BARRIER STRUCTURE INSPECTION PLATFORM DTS

34 3SB506 BARRIER STRUCTURE STOPLOG SLOTS DETAILS

35 3SB701 BARRIER STRUCTURE REINFORCEMENT KEY

PLAN AND ELEVATION

36 3SB702 BARRIER STRUCTURE REINFORCEMENT SOUTH

ABUTMENT SECTIONS 1

37 3SB703 BARRIER STRUCTURE REINFORCEMENT SOUTH

ABUTMENT SECTIONS 2

38 3SB704 BARRIER STRUCTURE REINFORCEMENT

TYPICAL PIER SECTIONS 1

39 3SB705 BARRIER STRUCTURE REINFORCEMENT

TYPICAL PIER SECTIONS 2

40 3SB706 BARRIER STRUCTURE REINFORCEMENT NORTH

ABUTMENT SECTIONS 1

41 3SB707 BARRIER STRUCTURE REINFORCEMENT NORTH

ABUTMENT SECTIONS 2

42 3SB708 BARRIER STRUCTURE REINFORCEMENT

TYPICAL BAY SECTIONS

43 3SB709 BARRIER STRUCTURE REINFORCEMENT

MACHINERY PLATFORM AREA

44 3SB710 BARRIER STRUCTURE REINFORCEMENT

TRUNNION GIRDER

45 3SE001 UPSTREAM SCOUR PROTECTION ISOMETRIC

46 3SE101 UPSTREAM SCOUR PROTECTION PLAN

47 3SE301 UPSTREAM SCOUR PROTECTION SECTION

48 3SE501 UPSTREAM SCOUR PROTECTION DETAILS

49 3SF001 STILLING BASIN ISOMETRIC

50 3SF101 STILLING BASIN PLAN

51 3SF301 STILLING BASIN SECTIONS

52 3SF501 STILLING BASIN DETAILS

53 3SH001 MAINTENANCE DECK ISOMETRIC

54 3SH101 MAINTENANCE DECK PLAN

55 3SH301 MAINTENANCE DECK SECTIONS

56 3SH501 MAINTENANCE DECK DETAILS

57 3SL001 15FT STOP LOG ISOMETRICS

58 3SL101 15FT STOP LOG PLAN AND ELEVATIONS

59 3SL301 15FT STOP LOG SECTIONS 1

60 3SL302 15FT STOP LOG SECTIONS 2

61 3SL501 15FT STOP LOG COMPONENTS 1

62 3SL502 15FT STOP LOG COMPONENTS 2

63 3SL503 15FT STOP LOG COMPONENTS 3

64 3SM001 30FT STOP LOG ISOMETRIC

65 3SM101 30FT STOP LOG PLAN AND ELEVATIONS

66 3SM301 30FT STOP LOG SECTIONS 1

67 3SM302 30FT STOP LOG SECTIONS 2

68 3SM501 30FT STOP LOG COMPONENTS 1

69 3SM502 30FT STOP LOG COMPONENTS 2

70 3SM503 30FT STOP LOG COMPONENTS 3

71 3SN001 STOPLOG SLOT FILLER ASSEMBLIES UPSTREAM

& DOWNSTREAM ISO

72 3SN101 STOPLOG SLOT FILLER COMPONENTS BASE

WELDMENT DETAILS

73 3SN501 STOPLOG SLOT FILLER COMPONENTS DETAILS 1

74 3SN502 STOPLOG SLOT FILLER COMPONENTS DETAILS 2

75 3SP001 STOP LOG STORAGE RACK ISOMETRIC

76 3SP101 STOP LOG STORAGE PLAN, ELEVATION AND SEC

77 3SP301 STOP LOG STORAGE RACK SECTIONS AND DTS

78 3ST001 TAINTER GATE ISOMETRIC

79 3ST002 TAINTER GATE GEOMETRY

80 3ST101 TAINTER GATE PLAN AND ELEVATIONS

81 3ST301 TAINTER GATE SECTIONS 1

82 3ST501 TAINTER GATE COMPONENTS 1

83 3ST502 TAINTER GATE COMPONENTS 2

84 3ST503 TAINTER GATE COMPONENTS 3

85 3ST504 TAINTER GATE COMPONENTS 4

86 3ST505 TAINTER GATE COMPONENTS 5

87 3ST506 TAINTER GATE TRUNNION YOKE DETAILS

88 3M-001 MECHANICAL GENERAL NOTES

89 2MT100 TAINTER GATE HOIST INSTALLATION

90 3MT500 TAINTER GATE HOIST ASSEMBLY

91 3MT501 TAINTER GATE HOIST DRUM SHAFT DETAILS

92 3MT502 TAINTER GATE DRUM ASSEMBLY

93 3MT503 TAINTER GATE DRUM DETAILS 1

94 3MT504 TAINTER GATE DRUM DETAILS 2

95 3MT505 TAINTER GATE LIMIT SWITCH INSTALLATION

96 3MT506 TAINTER GATE WIRE ROPE GATE CONN

ASSEMBLY

97 3MT507 TAINTER GATE WIRE ROPE GATE CONN, CPNT DTS

98 3MT508 TAINTER GATE STAFF GAUGE INSTALLATION

99 3MT509 TAINTER GATE STAFF GAUGE DETAILS

100 3MT510 TAINTER GATE TRUNNION ASSEMBLY

101 3MT511 TAINTER GATE TRUNNION COMPONENT

DETAILS

102 3MT512 TAINTER GATE GUIDE ROLLER INSTALLATION

103 3MT513 TAINTER GATE GUIDE ROLLER COMPONENT DTS

104 3MH101 INFLATABLE OVERFLOW WEIR GATE

INSTALLATION VIEWS

105 3MH102 INFLATABLE OVERFLOW WEIR GATE SECTION

VIEWS

106 3MH103 PNEUMATIC PIPING GENERAL

INSTALLATION CONCEPT

107 3MH104 PNEUMATIC PIPING LINE DIAGRAM AND PLAN VIEW

108 3ML101 LIFTING BEAM INSTALLATION VIEWS

109 3ML102 LIFTING BEAM ASSEMBLY VIEWS

110 3ML103 MAIN GATE LIFTING BEAM EXPLODED

ISOMETRIC VIEW AND BOM

111 3ML501 MAIN GATE LIFTING BEAM COMPONENT

DETAILS 1

112 3ML502 MAIN GATE LIFTING BEAM COMPONENT

DETAILS 2

113 3ML503 MAIN GATE LIFTING BEAM COMPONENT

DETAILS 3

114 3ML504 MAIN GATE LIFTING BEAM COMPONENT

DETAILS 4

115 3ML505 MAIN GATE LIFTING BEAM COMPONENT

DETAILS 5

116 3ML506 SLUICE GATE LIFTING BEAM ASSEMBLY AND

117 3ML507 LIFTING BEAM MISC. LABELS AND SLING

118 3E-001 ELECTRICAL GEN NOTES, SYM LEG & ABBREV.

119 3E-002 ELECTRICAL INDEX SHEET

120 3E-101 OVERALL ELECTRICAL PLAN AND ELEVATION

121 3E-102 TAINTER GATE ELECTRICAL PLAN AND

ELEVATION

122 3E-103 UTILITY ROOM ELECTRICAL PLAN AND

ELEVATION

123 3E-501 ELECTRICAL TYPICAL DETAILS

124 3E-502 ELECTRICAL TYPICAL LIGHTING DETAILS

125 3E-503 ELECTRICAL TYPICAL RECEPTACLE DETAILS

126 3E-504 ELECTRICAL TYPICAL POINT I/O DETAILS

127 3E-505 TYPICAL BARRIER TERMINAL BLOCK LAYOUT

128 3E-506 TYPICAL BARRIER TERMINAL BLOCK

TERMINATION DIAGRAM

129 3E-507 BARRIER TERMINAL BLOCK DETAIL -

UPSTREAM

130 3E-508 BARRIER TERMINAL BLOCK DETAIL -

DOWNSTREAM

131 3E-601 ONE-LINE DIAGRAM

132 3E-602 GROUND RISER DIAGRAM

133 3E-603 POWER BLOCK DIAGRAM

134 3E-604 CONTROL BLOCK DIAGRAM

135 3E-605 BQ1 AND BR1 PANEL SCHEDULE

136 3E-606 BARRIER WEIR CONTROL CABINET (BWCC)

LAYOUT

137 3ET601 TAINTER GATE CONTROL CABINET (TGCC)

138 3ET602 TAINTER GATE CON CAB (TGCC) CNTRL SCHEM

139 3ET603 TAINTER GATE CON CAB (TGCC) WIRING DIA -

UPPER

140 3ET604 TAINTER GATE CON CAB (TGCC) WIRING DIA -

LOWER

141 3ET605 TAINTER GATE CON CAB (TGCC) WIRING DIA -

POINT I/O

142 3E-801 CABLE AND CONDUIT SCHEDULE SHEET 1

143 3E-802 CABLE AND CONDUIT SCHEDULE SHEET 2

144 3E-803 CABLE AND CONDUIT SCHEDULE SHEET 3

145 3E-804 CABLE AND CONDUIT SCHEDULE SHEET 3

VOLUME 4: INTAKE STRUCTURE

1 4G-001 INTAKE STRUCTURE - COVER SHEET

2 4G-002 INTAKE STRUCTURE - DRAWING INDEX

3 4S-000 INTAKE STRUCTURE GENERAL NOTES

4 4S-001 INTAKE STRUCTURE ABBREVIATIONS AND

TYPICAL LEGEND

5 4S-002 INTAKE STRUCTURE ISOMETRIC

6 4S-101 INTAKE STRUCTURE OVERALL SITE PLAN

7 4S-102 INTAKE STRUCTURE PRESORT POOL PARTIAL

PLAN

8 4S-103 INTAKE STRUCTURE LADDER AND ENTRANCE

PARTIAL PLAN

9 4S-104 INTAKE STRUCTURE WATER SUPPLY PARTIAL

10 4S-105 INTAKE STRUCUTRE MAINTENACE DECK AND

TURNAROUND

11 4S-106 INTAKE STRUCTURE RETAINING WALLS

PARTIAL PLANS

12 4S-501 INTAKE STRUCTURE TYPICAL DETAILS 1

13 4S-502 INTAKE STRUCTURE TYPICAL DETAILS 2

14 4S-503 INTAKE STRUCTURE TYPICAL DETAILS 3

15 4S-504 INTAKE STRUCTURE TYPICAL DETAILS 4

16 4S-505 INTAKE STRUCTURE TYPICAL DETAILS 5

17 4S-506 INTAKE STRUCTURE TYPICAL DETAILS 6

18 4S-507 INTAKE STRUCTURE TYPICAL DETAILS 7

19 4S-508 INTAKE STRUCTURE TYPICAL DETAILS 8

20 4S-509 SEISMIC ISOLATION JOINT DETAILS

21 4SA100 INTAKE ACCESS ISOMETRIC

22 4SA101 INTAKE ACCESS PLAN - PRESORT POOLS

23 4SA102 INTAKE ACCESS PLAN - FISH LADDER

24 4SA103 INTAKE ACCESS PLAN - WATER SUPPLY

25 4SA104 INTAKE ACCESS PLAN - CONTROL BOOTH AND

MTN DECK

26 4SA105 INTAKE ACCESS PLAN - UTILITY ROOM

27 4SA106 INTAKE ACCESS PLAN - BIRD WIRE SUPPORT

28 4SA107 INTAKE ACCESS PLAN - MIT TRAP

MODIFICATIONS

29 4SA301 INTAKE ACCESS SECTIONS AND DETAILS

30 4SA302 INTAKE ACCESS MAINTENANCE DECK

SECTIONS AND DETAILS

31 4SA303 INTAKE ACCESS BIRD WIRE SUPPORT SECTION AND

32 4SA304 INTAKE ACCESS STAIR SECTIONS

33 4SA501 INTAKE ACCESS TYPICAL SECTIONS AND

34 4SE001 FISH ENTRANCE LADDER AND PRESORT

ISOMETRIC 1

35 4SE002 FISH ENTRANCE LADDER AND PRESORT

ISOMETRIC 2

36 4SE003 FISH ENTRANCE LADDER AND PRESORT

ISOMETRIC 3

37 4SE004 FISH ENTRANCE LADDER AND PRESORT

ISOMETRIC 4

38 4SE101 FISH ENTRANCE LADDER AND PRESORT

PARTIAL PLANS

39 4SE102 FISH ENTRANCE LADDER AND PRESORT

REINFORCING PLAN

40 4SE103 FISH ENTRANCE LADDER AND PRESORT

FOUNDATION PLAN

41 4SE201 FISH ENTRANCE LADDER AND PRESORT

ELEVATIONS 1

42 4SE202 FISH ENTRANCE LADDER AND PRESORT

ELEVATIONS 2

43 4SE203 FISH ENTRANCE LADDER AND PRESORT

ELEVATIONS 3

44 4SE204 FISH ENTRANCE LADDER AND PRESORT

ELEVATIONS 4

45 4SE301 FISH ENTRANCE APRON SECTIONS

46 4SE302 FISH ENTRANCE DIFFUSER SUPPLY WALL

SECTIONS

47 4SE303 FISH ENTRANCE DIFFUSER POOLS SECTIONS

48 4SE304 FISH LADDER WEIR SECTION

49 4SE305 FISH LADDER WEIR SECTIONS

50 4SE306 WATER SUPPLY CHANNEL AND ASL OPENING

51 4SE307 FISH LADDER WALL DIFFUSER SECTIONS

52 4SE308 WATER SUPPLY CHANNEL SECTIONS

53 4SE309 POOL 10 FLOOR DIFFUSER SECTIONS

54 4SE310 PRESORT POOL AND RETAINING WALL

55 4SE311 PRESORT POOL SECTIONS

56 4SE501 BULKHEAD GUIDE DETAILS

57 4SE502 PRESORT PERSONNEL EGRESS LADDER DETAILS

58 4SE503 FISH LADDER POOL 10 FLOOR DIFFUSER

GRATING SEC & DTS

59 4SE504 FISH LADDER POOL 10 FLOOR BUBBLER- SEC & DTS

60 4SE505 FISH LADDER POOLS 1-4 WALL DIFFUSER

GRATING - SEC & DTS

61 4SE506 FISH LADDER POOLS 5-8 WALL DIFFUSER

GRATING - SEC & DTS

62 4SE507 POOL 1-4 PERFORATED PLATE SECTIONS AND

63 4SE508 POOL 5-8 PERFORATED PLATE SECTIONS AND

64 4SE509 ENTRANCE DIFFUSER 1 & 2 DETAILS

65 4SE510 ENTRANCE DIFFUSER 3 & 4 DETAILS

66 4SE511 PERFORATED PLATE 1 & 2 SECTIONS AND

67 4SE512 PERFORATED PLATE 3 & 4 SECTIONS AND

68 4SE513 WALL DIFFUSER SUPPORT DETAILS

69 4SE514 JUVENILE BYPASS FLUME

70 4SE515 JUVENILE BYPASS FLUME SECTIONS 1

71 4SE516 JUVENILE BYPASS FLUME SECTIONS 2

72 4SE517 JUVENILE BYPASS FLUME SECTIONS 3

73 4SE518 JUVENILE BYPASS FLUME SECTIONS 4

74 4SE519 WALL ARMORING - DETAILS

75 4SE701 ENTRANCE REINFORCING SECTIONS 1

76 4SE702 ENTRANCE REINFORCING SECTIONS 2

77 4SE703 ENTRANCE REINFORCING SECTIONS 3

78 4SE704 ENTRANCE REINFORCING SECTIONS 4

79 4SE705 ENTRANCE REINFORCING SECTIONS 5

80 4SE706 ENTRANCE REINFORCING SECTIONS 6

81 4SE707 ENTRANCE REINFORCING SECTIONS 7

82 4SE708 ENTRANCE REINFORCING SECTIONS 8

83 4SI001 WATER SUPPLY ISOMETRIC 1

84 4SI002 WATER SUPPLY ISOMETRIC 2

85 4SI003 WATER SUPPLY ISOMETRIC 3

86 4SI101 WATER SUPPLY PARTICAL PLAN

87 4SI102 WATER SUPPLY REINFORCING PLAN

88 4SI103 WATER SUPPLY FOUNDATION PLAN

89 4SI201 WATER SUPPLY ELEVATIONS 1

90 4SI202 WATER SUPPLY ELEVATIONS 2

91 4SI301 WATER SUPPLY SCREEN SECTION

92 4SI302 WATER SUPPLY CHANNEL AND SUPPLY WEIR SEC

93 4SI303 WATER SUPPLY BYPASS CHANNEL SECTIONS

94 4SI304 WATER SUPPLY CHANNEL AND RETAINING

WALL SEC

95 4SI501 WATER SUPPLY EGRESS LADDER DETAILS

96 4SI701 WATER SUPPLY REINFORCING SECTIONS 1

97 4SI702 WATER SUPPLY REINFORCING SECTIONS 2

98 4SI703 WATER SUPPLY REINFORCING SECTIONS 3

99 4SI704 WATER SUPPLY REINFORCING SECTIONS 4

100 4SL001 BULKHEAD ISOMETRIC

101 4SL101 ENTRANCE BULKHEAD ELEV & SEC

102 4SL102 WATER SUPPLY BULKHEAD ELEV & SEC

103 4SL103 DEEP WATER SUPPLY BULKHEAD ELEV & SEC

104 4SL501 GENERAL BULKHEAD DETAILS 1

105 4SL502 GENERAL BULKHEAD DETAILS 2

106 4SL503 WATER SUPPLY BULKHEAD LATCHING MECHANISM

107 4SL504 WATER SUPPLY BULKHEAD LATCH

108 4SL505 WATER SUPPLY BULKHEAD LATCH DETAILS 2

109 4M-001 MECHANICAL GENERAL OVERVIEW

110 4M-002 MECHANICAL ABBREVIATIONS

111 4M-101 MECHANICAL GENERAL PLAN

112 4M-102 COMPRESSED AIR OVERALL PLAN

113 4M-103 COMPRESSED AIR PRESORT POOL PLAN

114 4M-104 COMPRESSED AIR FISH LADDER PLAN

115 4M-105 COMPRESSED AIR WATER SUPPLY PLAN

116 4M-106 COMPRESSED AIR ISOMETRIC VIEW

117 4M-107 COMPRESSED AIR AND UTILITY ROOM DETAILS

118 4M-108 UTILITY ROOM MECHANICAL PLAN

119 4M-109 DEBRIS BOOM PLAN

120 4M-110 HEAD TANK WATER PIPE PLAN

121 4M-111 WATER CONTROL SCHEDULE

122 4M-450 INTAKE STRUCTURE TYPICAL GATE DETAILS

123 4M-451 INTAKE STRUCTURE TYPICAL GATE OPERATOR

124 4M-460 INTAKE STRUCTURE WATER SURFACE

MONITORING PLAN

125 4M-461 INTAKE STRUCTURE IN-POOL STILLING WELL

126 4M-462 INTAKE STRUCTURE EMBEDDED STILLING

WELL DETAILS

127 4M-463 INTAKE STRUCTURE STAFF GAUGE DETAILS

128 4M-470 INTAKE STRUCTURE TYPICAL PIPE DETAILS

129 4M-480 INTAKE STRUCTURE UNWATERING SYSTEM

130 4ME401 LADDER AND ENTRANCE PARTIAL PLAN

131 4ME402 LADDER AND ENTRANCE GATE HOISTS

132 4ME403 LADDER AND ENTRANCE SUPPLY WEIRS

133 4ME404 LADDER AND ENTRANCE DIFFUSER WEIRS

134 4ME405 LADDER AND ENTRANCE POOL 10 WEIRS

135 4ME406 LADDER AND ENTRANCE PRESORT WEIRS

136 4ME407 LADDER AND ENTRANCE WATER SUPPLY PIPE

ALIGNMENT

137 4ME501 LADDER AND ENTRANCE GATE HOIST

138 4ME502 LADDER AND ENTRANCE GATE HOIST FRAME

139 4ME503 LADDER AND ENTRANCE GATE HOIST

COMPONENT DETAILS

140 4ME504 WATER SUPPLY GATE HOIST ASSEMBLY

141 4ME505 WATER SUPPLY GATE HOIST FRAME DETAILS

142 4ME506 WATER SUPPLY GATE HOIST FRAME DETAILS 2

143 4ME507 WATER SUPPLY GATE HOIST COMPONENT

144 4MI401 WATER SUPPLY MECHANICAL PARTIAL PLAN

145 4MI402 WATER SUPPLY TRASHRACK ELEVATION

146 4MI403 WATER SUPPLY INTAKE SECTION

147 4MI404 WATER SUPPLY SCREEN SYSTEM

148 4MI405 WATER SUPPLY WATER CONTROL WEIRS

149 4MI501 WATER SUPPLY TRASHRACK DETAILS

150 4MI502 WATER SUPPLY TRASHRACK FRAME DETAILS

151 4MI503 WATER SUPPLY TRASH RAKE DETAILS

152 4MI504 WATER SUPPLY TRASH RAKE DETAILS 2

153 4MI510 WATER SUPPLY BAFFLE FRAME DETAILS

154 4MI511 WATER SUPPLY BAFFLE FRAME DETAILS 2

155 4MI512 WATER SUPPLY BAFFLE PANEL DETAILS

156 4MI513 WATER SUPPLY BAFFLE COMPONENT DETAILS

157 4MI520 WATER SUPPLY FISH SCREEN PANELS

158 4MI521 WATER SUPPLY FISH SCREEN PANELS 2

159 4MI530 WATER SUPPLY SCREEN CLEANER DETAILS

160 4MI531 WATER SUPPLY SCREEN BRUSH BAR DETAILS

161 4MI532 WATER SUPPLY SCREEN CLEANER BODY

162 4MI533 WATER SUPPLY SCREEN CLEANER TRACK

163 4MI534 WATER SUPPLY SCREEN CLEANER COMPONENT

164 4MI535 WATER SUPPLY SCREEN ROTATING MOTOR

SUPPORT

165 4MI540 WATER SUPPLY BYPASS GATE ASSEMBLY

166 4MI541 WATER SUPPLY BYPASS GATE DETAILS

167 4MI542 WATER SUPPLY BYPASS GATE LEAF DETAILS

168 4MI543 WATER SUPPLY BYPASS GATE FRAME DETAILS

169 4MI544 WATER SUPPLY BYPASS GATE COMPONENT

170 4MI545 WATER SUPPLY BYPASS GATE COMPONENT

171 4MI546 WATER SUPPLY BYPASS GATE OPERATOR

172 4MI550 SEDIMENT DRAIN PIPE ROUTING

173 4MI551 SEDIMENT DRAIN PIPE ROUTING DETAILS

174 4MI552 SEDIMENT DRAIN PIPE ROUTING DETAILS 2

175 4MI553 SEDIMENT DRAIN PIPE GUARD

176 4MI554 SEDIMENT DRAIN SLIDE GATE

177 4MI555 SEDIMENT DRAIN MUD VALVE OPERATOR

178 4MI556 SEDIMENT DRAIN GATE OPERATOR FRAME

179 4MI560 WATER SUPPLY WATERJET PLAN

180 4MI561 WATER SUPPLY WATERJET DETAILS

181 4MM401 MIT WATER SUPPLY PUMP ARRANGEMENT

182 4MM501 MIT EFFLUENT DISCHARGE PLAN

183 4MM502 MIT EFFLUENT DISCHARGE DETAILS

184 4MM503 MIT EFFLUENT DISCHARGE DRAIN GRATING

185 4MM601 MIT WATER SUPPLY PUMP SCHEMATIC

186 4E-100 OVERALL ELECTRICAL PLAN

187 4E-101 LIGHTING PLAN - PRESORT POOL

188 4E-102 LIGHTING PLAN - ENTRANCE AND LADDER

189 4E-103 LIGHTING PLAN - WATER SUPPLY

190 4E-104 POWER PLAN - PRESORT POOL

191 4E-105 POWER PLAN - ENTRANCE AND LADDER

192 4E-106 POWER PLAN - WATER SUPPLY

193 4E-107 LIGHTING AND POWER PLAN UTILITY ROOM

194 4E-501 LIGHTING DETAILS

195 4E-502 LIGHT MOUNTING DETAILS 1

196 4E-503 LIGHT MOUNTING DETAILS 2

197 4E-504 MISCELLANEOUS DETAILS 1

198 4E-505 MISCELLANEOUS DETAILS 2

199 4E-601 INTAKE STRUCTURE ONE-LINE

200 4E-602 PANEL SCHEDULE 1

201 4E-603 PANEL SCHEDULE 2

202 4E-604 PANEL SCHEDULE 3

203 4E-701 INTAKE STRUCTURE CONTROL DIAGRAM

204 4E-702 PLC NETWORK DIAGRAM

205 4AC001 SHOP BUILDING ABBREV, SYM, & GEN NOTES

206 4AC002 LIFE SAFETY SUMMARY

207 4AC003 SHOP BUILDING FIRE SAFETY

208 4AC103 SHOP BUILDING FIRST FLOOR PLAN

209 4AC104 SHOP…