Amend_0001_W912EF18B0029.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

The prupose of this amendment is to incorporate the changes outlined below .

The proposal date and time has been revised to not later than 2:00 PM Pacif ic TIme on 21 September 2018.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 11-Sep-2018

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 W912EF18B0029

X 9B. DATED (SEE ITEM 11)

17-Aug-2018

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 X is extended, 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

11-Sep-2018

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

HILLARY A. MORGAN

201 N. THIRD AVENUE

WALLA WALLA WA 99362

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF18B0029

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Summary of changes for Amend – 0001

Little Goose Drainage & Unwatering Pumps and Oil Water Separator

W912EF18B0029

SPECIFICATIONS

1. Revised the following Specification:

SECTION 00 01 15.00 28 “LIST OF DRAWINGS”

- Added paragraph 1.4, 1.4.1, 1.5

SECTION 13 48 00.01 28 “SEISMIC RESTRAINT FOR MECHANICAL AND

ELECTRICAL EQUIPMENT (V1)”

- Revised paragraph 2.1.1 “Undercut Anchors” – See redline for revision location

PLANS

1. Revised the following drawings – See clouded areas for revision locations

- MD101

- MD102

- M-101

- M-102

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 18-Sep-2018 02:00 PM to 21-Sep-2018 02:00 PM.

(End of Summary of Changes)

Drainage & Unwatering Pumps and Oil Water Separator Upgrades W912EF18B0029 Amend-0001

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS (Volume 1)

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 FOR INFORMATION ONLY DRAWINGS (FIO) (Volume 1)

1.4 CONTRACT DRAWINGS (Volume 2)

1.4.1 Use Of Government Prepared Contract CAD Electronic Files

1.5 FOR INFORMATION ONLY DRAWINGS (FIO) (Volume 2)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28 - Page 1 g4edddca Line

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS (Volume 1)

Contract drawings for volume 1 are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

GENERAL

LGG-1-0-1/393 G-001 COVER SHEET AND LOCATION MAPS

LGG-1-0-1/394 G-002 INDEX TO DRAWINGS

LGG-1-0-1/395 G-101 GENERAL - WORK AREA - EL 498 AND EL

465 KEY PLANS

LGG-1-0-1/396 G-102 GENERAL - WORK AREA - EL 522 KEY PLAN

STRUCTURAL

LGD-1-5-15/1 S-001 DRAINAGE PUMP SEISMIC BRACE & -

UNWATERING PUMP SEISMIC BRACE -

ISOMETRIC VIEWS

LGD-1-5-15/2 S-101 DRAINAGE PUMP SEISMIC BRACE - PLANS

LGD-1-5-15/3 S-102 UNWATERING PUMP SEISMIC BRACE - PLANS

LGD-1-5-15/4 S-201 DRAINAGE PUMP SEISMIC BRACE -

ELEVATION VIEW

LGD-1-5-15/5 S-202 DRAINAGE PUMP SEISMIC BRACE - WING

ASSEMBLY

LGD-1-5-15/6 S-203 UNWATERING PUMP SEISMIC BRACE -

ELEVATION VIEW

LGD-1-5-15/7 S-204 UNWATERING PUMP SEISMIC BRACE - WING

ASSEMBLY - AND MISCELLANEOUS DETAILS

LGD-1-5-15/8 S-205 UNWATERING PUMP SEISMIC BRACE - WING

TOPS

LGD-1-5-15/9 S-501 DRAINAGE PUMP SEISMIC BRACE - UHMW

TAPER DETAILS

DOCUMENT 00 01 15.00 28 - Page 2

LGD-1-5-15/10 S-502 UNWATERING PUMP SEISMIC BRACE - UHMW

TAPER DETAILS

MECHANICAL

LGD-1-3-15/4 M-101 MECHANICAL - NEW WORK OPTION - EL

498 PLAN AND SECTIONS

LGD-1-3-15/12 M-102 MECHANICAL - NEW WORK - BUTTERFLY

VALVE

LGD-1-3-15/5 M-301 MECHANICAL - NEW WORK - DRAINAGE PUMPS

LGD-1-3-15/6 M-302 MECHANICAL - NEW WORK - UNWATERING

PUMPS

LGD-1-3-15/7 M-303 MECHANICAL - DRAINAGE SUMP - SECTIONS

LGD-1-3-15/8 M-304 MECHANICAL - DRAINAGE SUMP -

SECTIONAL DETAIL

LGD-1-3-15/9 M-305 MECHANICAL - DRAINAGE SUMP - SENSOR

SECTIONS

LGD-1-3-15/10 M-401 MECHANICAL - SUPPORTS AND TEMPLATES -

DETAILS

LGD-1-3-15/1 MD101 MECHANICAL - DEMOLITION - EL 498 PLAN

AND SECTIONS

LGD-1-3-15/11 MD102 MECHANICAL - DEMOLITION - BUTTERFLY

VALVE

LGD-1-3-15/2 MD301 MECHANICAL - DEMOLITION - DRAINAGE

PUMPS

LGD-1-3-15/3 MD302 MECHANICAL - DEMOLITION - UNWATERING

PUMPS

ELECTRICAL

LGD-1-6-15/1 E-001 ELECTRICAL - LEGEND AND SYMBOLS

LGD-1-6-15/2 ED101 ELECTRICAL - DEMOLITION PLAN -

ERECTION BAY EL 522

LGD-1-6-15/3 ED201 ELECTRICAL - CPO DEMOLITION ELEVATION

- ERECTION BAY EL 522

LGD-1-6-15/4 ED601 CPO - ONE LINE DIAGRAM - DEMOLITION

LGD-1-6-15/5 E-101 ELECTRICAL - INSTALLATION PLAN -

ERECTION BAY EL 522

LGD-1-6-15/6 E-102 ELECTRICAL - INSTALLATION PLAN -

ERECTION BAY EL 542

LGD-1-6-15/7 E-103 ELECTRICAL - INSTALLATION PLAN -

ERECTION BAY EL 598

LGD-1-6-15/8 E-201 ELECTRICAL - ELEVATIONS - ERECTION

BAY EL 522

LGD-1-6-15/9 E-202 ELECTRICAL - CPO UNWATERING BUS -

ERECTION BAY EL 522

LGD-1-6-15/10 E-203 ELECTRICAL - CPO DRAINAGE BUS -

ERECTION BAY EL 522

LGD-1-6-15/11 E-301 ELECTRICAL - DUPLC1 ENCLOSURE - SHEET

TITLE LINE 3

LGD-1-6-15/12 E-302 ELECTRICAL - MANUAL CONTROL

INTERFACES - DRAINAGE AND UNWATERING

DOCUMENT 00 01 15.00 28 - Page 3

LGD-1-6-15/13 E-501 ELECTRICAL - CABLE TRAY - DETAILS

LGD-1-6-15/14 E-601 CPO - ONE LINE DIAGRAM - INSTALLATION

LGD-1-6-15/15 E-602 ELECTRICAL - COMMUNICATION - BLOCK

DIAGRAM

LGD-1-6-15/16 E-603 ELECTRICAL - PUMPS SEQUENCE

OPERATIONS - SHEET TITLE LINE 3

LGD-1-6-15/17 E-604 ELECTRICAL - GROUNDING AND BONDING -

DIAGRAM

LGD-1-6-15/18 E-605 ELECTRICAL - PUMP CONTROL - LADDER

LOGIC 1

LGD-1-6-15/19 E-606 ELECTRICAL - PUMP CONTROL - LADDER

LOGIC 2

LGD-1-6-15/20 E-607 ELECTRICAL - CABLE AND CONDUIT -

SCHEDULE

LGD-1-6-15/24 E-608 ELECTRICAL - CONTROL SYSTEM - VLAN

DIAGRAM

LGD-1-6-15/21 E-801 ELECTRICAL - HMI SCREEN LAYOUTS -

SHEET TITLE LINE 3

LGD-1-6-15/22 E-802 ELECTRICAL - DATA EXPORT FORMAT -

SHEET TITLE LINE 3

LGD-1-6-15/23 E-901 PUMPS REPLACEMENT - ELECTRICAL -

PHOTOS 1

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. No For Information Only drawings are available on CAD.

b. The Contractor assumes all risks associated in using electronic CAD drawings.

c. Electronic copies of CAD drawings are only available in Bentley MicroStation format.

d. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

1.3 FOR INFORMATION ONLY DRAWINGS (FIO) (Volume 1)

These FIO drawings are included with the drawings for information. The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

FIO drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

LGP-1-3-8/17 FIO-001 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - CROSS SECTION

THRU SUMP

DOCUMENT 00 01 15.00 28 - Page 4

LGP-1-4-3/1 FIO-002 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - TRANSVERSE -

SECTION THRU SUMPS

PLATE_23.45-1 FIO-003 PIPING DIAGRAM - UNWATERING AND

DRAINAGE - PUMPS

LGP-1-4-3/6 FIO-004 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - SUMPS -

PLANS & SECTIONS

LGP-1-4-3/78 FIO-005 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP SLABS -

EL'S 403.5 & 433 & 465

LGP-1-4-3/79 FIO-006 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP WALLS -

SHEET 1

LGP-1-4-3/81 FIO-007 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP WALLS -

SHEET 3

LGP-1.1-3-9/82 FIO-008 POWERHOUSE - ERECTION BAY -

EXPOSED PIPING - BRACKET DETAILS

LGP-1.1-3-9/84 FIO-009 ERECTION BAY - EXPOSED PIPING -

PUMP BUBBLERS & FLOAT - ARRGT.

- SECTIONS & DETAILS

LGP-1.1-3-9/88 FIO-010 ERECTION BAY - EXPOSED PIPING -

UNWATERING & DRAINAGE - PUMP

DISCH. PLAN & SECTIONS

LGP-1.1-6-1D51/5 FIO-011 ERECTION BAY - EXPOSED PIPING -

UNWATERING & DRAINAGE - PUMP

DISCH. PLAN & SECTIONS

LGP-1-3-8/29 FIO-012 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - PLAN EL 522 & 505

LGP-1-3-8/30 FIO-013 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - SECTIONS EL 522

& 505 & 454.5

LGP-1-3-8/31 FIO-014 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - PLAN EL 498 &

454.5

LGP-1-3-8/32 FIO-015 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - SECTIONS EL 522

& 498

LGP-1-3-8/33 FIO-016 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - PIPE SHAFT

DOCUMENT 00 01 15.00 28 - Page 5

LGP-1-3-8/34 FIO-017 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - MISC SECTIONS &

DETAILS

SK-43 FIO-018 POWERHOUSE - FOUNDATION DRAINAGE

LGP-1.1-3-9/83 FIO-019 POWERHOUSE - ERECTION BAY -

EXPOSED PIPING - PLAN EL. 522 -

SEWAGE DISPOSAL ROOM-SECTIONS

LGP-1.1-6-1D21/1 FIO-020 POWERHOUSE - ONE LINE DIAGRAM -

SQ0 & SQ1 & CP0

LGP-1.1-6-1A7/1 FIO-021 POWERHOUSE - 4.16KV SP SWGR

ONELINE & - CONTROLLERS CP0 &

CP1 & CP2 & CP3

E-S445090-LA1 FIO-022 JOHN DAY & LITTLE GOOSE - LOCK

& DAM - 4.16KV CONTROLLERS

LGP-1-6-1D1/2 FIO-023 POWERHOUSE - EMBEDDED - CONDUIT

& GROUNDING - ERECTION BAY - EL

LGP-1-6-1D1/3 FIO-024 POWERHOUSE - EMBEDDED - CONDUIT

& GROUNDING - ERECTION BAY - EL

LGP-1-6-2D1/2 FIO-025 POWERHOUSE - LIGHTING -

ERECTION BAY - EL 522

LGP-1-6-1A13/1 FIO-026 POWERHOUSE - CONDUIT &

GROUNDING - TYPICAL EMBEDDED

DETAILS

LGP-1-3-8/34 FIO-027 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - MISC SECTIONS &

DETAILS

LGN-1-3-16/1 FIO-028 NAVIGATION LOCK - UNWATERING

SYSTEM - ARRANGEMENT

LGN-1-3-16/2 FIO-029 NAVIGATION LOCK - UNWATERING

SYSTEM - U/ S DRAIN LINES

1.4 CONTRACT DRAWINGS (Volume 2)

Contract drawings for volume 2 are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

GENERAL

LGG-1-0-1/418 G-001 COVER SHEET AND LOCATION MAPS

DOCUMENT 00 01 15.00 28 - Page 6

LGG-1-0-1/419 G-002 INDEX TO DRAWINGS

LGG-1-0-1/420 G-003 INDEX TO FOR INFORMATION -

ONLY DRAWINGS

LGG-1-0-1/421 G-101 WORK AREA - ELEVATION 465 KEY

PLAN

LGG-1-0-1/422 G-102 WORK AREAS - EL 498 AND EL 522

KEY PLANS

LGG-1-0-1/423 G-103 WORK AREA - EL 598 KEY PLAN

LGG-1-0-7/12 G-901 GENERATOR BAY #1 - PHOTOS KEY

PLANS

LGG-1-0-7/13 G-902 GENERATOR BAY #1 - SPIRAL CASE

DRAIN VALVE - PHOTOS

LGG-1-0-7/14 G-903 GENERATOR BAY #1 - DRAFT TUBE

DRAIN VALVE OPERATOR - PHOTOS

LGG-1-0-7/15 G-904 GENERATOR BAY #1 - STAIRWELL

AND FISHWAY DRAIN VALVE - PHOTOS

LGG-1-0-7/16 G-905 ERECTION BAY - NAVLOCK DRAIN

VALVE AND - STAIRWELL - PHOTOS

LGG-1-0-7/17 G-906 GENERATOR BAY #1 - DRAINAGE

GALLERY - PHOTOS

STRUCTURAL

LGP-1-13-6/1 S-101 GENERATOR BAY #1 - PLAN VIEW

LGP-1-13-6/2 SE101 PHASE 1 - CONCRETE DEMOLITION -

ABOVE FLOOR ELEVATION 465.00 -

PLAN VIEW

LGP-1-13-6/3 SE301 PHASE 1 - CONCRETE DEMOLITION -

ABOVE FLOOR ELEVATION 465.00 -

SECTIONS

LGP-1-13-6/4 SF101 PHASE 2 - CONCRETE DEMOLITION -

WEIR OPENINGS AT EL 465.00 -

PLAN VIEW

LGP-1-13-6/5 SF301 PHASE 2 - CONCRETE DEMOLITION -

WEIR OPENINGS AT EL 465.00 -

SECTIONS AND DETAILS

LGP-1-13-6/6 SF302 PHASE 2 - CONCRETE DEMOLITION -

WEIR OPENINGS AT ELEVATION

465.00 - SECTIONS

LGP-1-13-6/7 SG101 PHASE 3 - CONCRETE DEMOLITION -

WEIR GUIDES AND PIPE BYPASS -

PLANS

DOCUMENT 00 01 15.00 28 - Page 7

LGP-1-13-6/8 SG301 PHASE 3 - CONCRETE DEMOLITION -

WEIR GUIDES AND PIPE BYPASS -

SECTIONS 1

LGP-1-13-6/9 SG302 PHASE 3 - CONCRETE DEMOLITION -

WEIR GUIDES AND PIPE BYPASS -

SECTIONS 2

LGP-1-13-6/10 SH101 PHASE 4 - CONCRETE DEMOLITION -

DRAINAGE GALLERY & CORE DRILLS

- PLANS

LGP-1-13-6/11 SJ101 PHASE 5 - DRAINAGE GALLERY -

CURVED WALL PLATE

LGP-1-13-6/12 SJ102 SHEET TITLE LINE 1 -

REINFORCEMENT SECTION

MECHANICAL

LGP-1-3-6/2 M-101 GENERATOR BAY #1 - ENLARGED

MECHANICAL KEY PLAN

LGP-1-3-6/3 M-102 GENERATOR BAY #1 - ELEVATION

465 PLAN

LGP-1-3-6/4 M-103 GENERATOR BAY #1 - ELEVATION

465 KEY PLAN - EMBEDDED STEEL

LGP-1-3-6/5 M-301 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 1

LGP-1-3-6/6 M-302 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 2

LGP-1-3-6/7 M-303 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 3

LGP-1-3-6/8 M-304 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 4

LGP-1-3-6/9 M-305 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 5

LGP-1-3-6/10 M-306 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 6

LGP-1-3-6/11 M-307 GENERATOR BAY #1 - UPSTREAM

AND DOWNSTREAM WEIRS - EMBEDDED

STEEL SECTIONS SHEET 7

DOCUMENT 00 01 15.00 28 - Page 8

LGP-1-3-6/87 M-308 GENERATOR BAY #1 - SKIMMER,

DECANTER AND - CLOSURE GATE

ELEVATION

LGP-1-3-6/12 MJ001 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - ISOMETRIC &

PARTS LIST

LGP-1-3-6/13 MJ101 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - ASSEMBLY VIEWS

LGP-1-3-6/14 MJ102 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - EMBEDDED

LGP-1-3-6/15 MJ401 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE ASSEMBY 1

LGP-1-3-6/16 MJ402 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE ASSEMBLY 2 & 3

LGP-1-3-6/17 MJ403 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE ASSEMBLY 4

LGP-1-3-6/18 MJ404 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - LIFTING LINK

GUIDE & ASSEMBLY

LGP-1-3-6/19 MJ405 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - PLATE & GASKET

DETAILS

LGP-1-3-6/20 MJ406 GENERATOR BAY #1 - UPSTEAM

WEIR ASSEMBLY - TAIL PULLEY

GUIDE DETAILS

LGP-1-3-6/21 MJ407 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - WEIR GUIDE

ASSEMBLY - SHEET 1

LGP-1-3-6/22 MJ408 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - WEIR GUIDE

ASSEMBLY - SHEET 2

LGP-1-3-6/23 MJ409 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - WEIR PLATE

ASSEMBLY - SHEET 1

LGP-1-3-6/24 MJ410 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - WEIR PLATE

ASSEMBLY - SHEET 2

LGP-1-3-6/25 MJ411 GENERATOR BAY #1 - UPSTREAM

WEIR ASSEMBLY - WEIR PLATE

ASSEMBLY - SHEET 3

LGP-1-3-6/26 MK401 GENERATOR BAY #1 - SKIMMER

SUPPORT STAND ASSEMBLY -

ISOMETRIC & PARTS LIST

DOCUMENT 00 01 15.00 28 - Page 9

LGP-1-3-6/27 MK402 GENERATOR BAY #1 - SKIMMER

SUPPORT STAND ASSEMBLY -

ASSEMBLY VIEWS

LGP-1-3-6/28 MK403 GENERATOR BAY #1 - SKIMMER

SUPPORT STAND ASSEMBLY - FUME

HOOD TOP ASSEMLBLY

LGP-1-3-6/29 MK404 GENERATOR BAY #1 - SKIMMER

SUPPORT STAND ASSEMBLY -

SUPPORT FRAME ASSEMBLY

LGP-1-3-6/30 MK405 GENERATOR BAY #1 - SKIMMER

SUPPORT STAND ASSEMBLY -

DETAILS

LGP-1-3-6/31 MK701 GENERATOR BAY #1 - CLOSURE

GATE ASSEMBLY - ISOMETRIC &

PARTS LIST

LGP-1-3-6/32 MK702 GENERATOR BAY #1 - CLOSURE

GATE ASSEMBLY - ASSEMBLY VIEWS

LGP-1-3-6/33 MK703 GENERATOR BAY #1 - CLOSURE

GATE BASE PLATE - ASSEMBLY

LGP-1-3-6/34 MK704 GENERATOR BAY #1 - CLOSURE

GATE ASSEMBLY - DETAILS 1

LGP-1-3-6/35 MK705 GENERATOR BAY #1 - CLOSURE

GATE ASSEMBLY - DETAILS 2

LGP-1-3-6/36 ML401 GENERATOR BAY #1 - RECTANGULAR

DECANTER ASSEMBLY - ISOMETRIC &

PARTS LIST

LGP-1-3-6/37 ML402 GENERATOR BAY #1 - RECTANGULAR

DECANTER ASSEMBLY - ASSEMBLY

VIEWS

LGP-1-3-6/38 ML403 GENERATOR BAY #1 - RECTANGULAR

DECANTER TANK - DETAILS

LGP-1-3-6/39 ML404 GENERATOR BAY #1 - RECTANGULAR

DECANTER STAND - ASSEMBLY -

DETAILS

LGP-1-3-6/40 ML405 GENERATOR BAY #1 - SEDIMENT

TRAY & HALF PIPE - DETAILS

LGP-1-3-6/41 MM001 GENERATOR BAY #1 - DOWBSTREAM

WEIR ASSEMBLY - ISOMETRIC &

PARTS LIST

LGP-1-3-6/42 MM101 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - ASSEMBLY VIEWS

LGP-1-3-6/43 MM102 GENERATOR BAY #1 - DOWBSTREAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE ASSEMBLY ISOMETRIC

DOCUMENT 00 01 15.00 28 - Page 10

LGP-1-3-6/44 MM401 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE ASSEMBLY 1

LGP-1-3-6/45 MM402 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE ASSEMBLY 2 / TUBE

LGP-1-3-6/46 MM403 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - EMBEDDED

SLEEVE COVER PLATE / GASKET

LGP-1-3-6/47 MM404 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - LIFTING LINK

ASSEMBLY

LGP-1-3-6/48 MM405 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - WEIR GUIDE

ASSEMBLY - SHEET 1

LGP-1-3-6/49 MM406 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - WEIR GUIDE

ASSEMBLY - SHEET 2

LGP-1-3-6/50 MM407 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - WEIR PLATE

ASSEMBLY - SHEET 1

LGP-1-3-6/51 MM408 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - WEIR PLATE

ASSEMBLY - SHEET 2

LGP-1-3-6/52 MM409 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - WEIR PLATE

ASSEMBLY - SHEET 3

LGP-1-3-6/53 MM410 GENERATOR BAY #1 - DOWNSTREAM

WEIR ASSEMBLY - AIR PIPE

ASSEMBLY

LGP-1-3-6/54 MN401 GENERATOR BAY #1 - HYDROCARBON

SENSOR STILLING WELL -

ASSEMBLY - ISOMETRIC & PARTS

LIST

LGP-1-3-6/55 MN402 GENERATOR BAY #1 - HYDROCARBON

SENSOR STILLING WELL -

ASSEMBLY - ASSEMBLY VIEWS

LGP-1-3-6/56 MN403 GENERATOR BAY #1 - HYDROCARBON

SENSOR STILLING WELL -

ASSEMBLY - DETAILS 1

LGP-1-3-6/57 MN404 GENERATOR BAY #1 - HYDROCARBON

SENSOR STILLING WELL -

ASSEMBLY - DETAILS 2

LGP-1-3-6/58 MN405 GENERATOR BAY #1 - HYDROCARBON

SENSOR STILLING WELL -

ASSEMBLY - CABLE GUARD

DOCUMENT 00 01 15.00 28 - Page 11

LGP-1-3-6/59 MP101 GENERATOR BAY #1 - DRAINAGE

SUMP DRAIN PIPING

LGP-1-3-6/60 MP102 ERECTION BAY - EL 465 PLAN

LGP-1-3-6/61 MP103 GENERATOR BAY #1 - COMPRESSED

AIR PIPING - EL 465 PLAN

LGP-1-3-6/62 MP104 GENERATOR BAY #1 - COMPRESSED

AIR PIPING - PARTS LIST

LGP-1-3-6/63 MP105 ERECTION BAY - OSCT PLAN

LGP-1-3-6/64 MP106 ERECTION BAY - OSCT AND

APPURTENANCES - PARTS LIST

LGP-1-3-6/65 MP107 ERECTION BAY - OSCT DISCHARGE

PIPING - EL 498 PLAN

LGP-1-3-6/66 MP108 ERECTION BAY - OSCT DISCHARGE

PIPING PARTS LIST

LGP-1-3-6/67 MP301 GENERATOR BAY #1 - COMPRESSED

AIR PIPING - ELEVATION

LGP-1-3-6/68 MP302 GENERATOR BAY #1 - COMPRESSED

AIR PIPING - ISOMETRIC VIEW

LGP-1-3-6/69 MP303 GENERATOR BAY #1 - AND

ERECTION BAY - DECANTER TO

LGP-1-3-6/70 MP304 ERECTION BAY - DECANTER TO

OSCT PIPING - SHEET 1

LGP-1-3-6/71 MP305 ERECTION BAY - DECANTER TO

OSCT PIPING - SHEET 2

LGP-1-3-6/72 MP306 ERECTION BAY - DECANTER TO

OSCT PIPING - SHEET 3

LGP-1-3-6/73 MP307 ERECTION BAY - PIPING AT OSCT

- ISOMETRIC VIEW

LGP-1-3-6/74 MP308 ERECTION BAY - OSCT DISCHARGE

PIPING - ELEVATIONS SHEET 1

LGP-1-3-6/75 MP309 ERECTION BAY - OSCT DISCHARGE

PIPING - ELEVATIONS SHEET 2

LGP-1-3-6/76 MP310 ERECTION BAY - OSCT DISCHARGE

PIPING - ISOMETRIC VIEWS

LGP-1-3-6/77 MP401 GENERATOR BAY #1 - DRAINAGE

PIPE SECTION VIEWS

LGP-1-3-6/78 MP402 GENERATOR BAY #1 - DRAINAGE

GALLERY CEILING DRAIN - TEE

ASSEMBLY - DETAILS

LGP-1-3-6/79 MP403 GENERATOR BAY #1 - TRENCH

DRAIN WALL PIPE ASSEMBLY -

DETAILS

DOCUMENT 00 01 15.00 28 - Page 12

LGP-1-3-6/80 MP404 GENERATOR BAY #1 & ERECTION

BAY - COMPRESSED AIR AND OSCT

LGP-1-3-6/81 MP405 ERECTION BAY - OSCT DISCHARGE

PIPING - PART DETAILS

LGP-1-3-6/82 MP601 GENERATOR BAY #1 & - ERECTION

BAY - PIPING DIAGRAMS - AND

VALVE SCHEDULE

LGP-1-3-6/83 MR401 GENERATOR BAY #1 - HAND HOIST

ASSEMBLY - ISOMETRIC & PARTS

LIST

LGP-1-3-6/84 MR402 GENERATOR BAY #1 - HAND HOIST

ASSEMBLY - ASSEMBLY VIEWS

LGP-1-3-6/85 MR403 GENERATOR BAY #1 - HAND HOIST

ASSEMBLY - DETAILS 1

LGP-1-3-6/86 MR404 GENERATOR BAY #1 - HAND HOIST

ASSEMBLY - DETAILS 2

ELECTRICAL

LGP-1-6-6/1 E-001 ELECTRICAL - LEGENDS AND

SYMBOLS

LGP-1-6-6/2 E-101 BLOCK DIAGRAM

LGP-1-6-6/3 E-102 EQUIPMENT LAYOUT

LGP-1-6-6/4 E-103 EQUIPMENT LAYOUT

LGP-1-6-6/5 E-104 ERECTION BAY - DUPLC1 CONDUIT

ROUTING - ENLARGED PLAN AT EL

LGP-1-6-6/6 E-201 EQUIPMENT LAYOUT - OSCC EL 465

LGP-1-6-6/7 E-202 EQUIPMENT LAYOUT - DNCC EL 498

LGP-1-6-6/8 E-301 GENERATOR BAY #1 - OIL SKIMMER

CONDUIT ROUTING - ELEVATION

LGP-1-6-6/9 E-302 GENERATOR BAY #1 & ERECTION

BAY - OIL SKIMMER CONDUIT

ROUTING - ELEVATION

LGP-1-6-6/10 E-303 ERECTION BAY - OIL SKIMMER

CONDUIT ROUTING - ELEVATION

LGP-1-6-6/11 E-304 ERECTION BAY - OSCC CONDUIT

ROUTING - ELEVATIONS

LGP-1-6-6/12 E-305 ERECTION BAY - OSCT CONDUIT

ROUTING - ELEVATIONS

DOCUMENT 00 01 15.00 28 - Page 13

LGP-1-6-6/13 E-306 ERECTION BAY - OSCT TO DNCC

CONDUIT ROUTING - ELEVATION

LGP-1-6-6/14 E-307 ERECTION BAY - DNCC CONDUIT

ROUTING - ELEVATIONS

LGP-1-6-6/15 E-308 ERECTION BAY - DNCC TO CONTROL

ROOM - CONDUIT ROUTING

ELEVATION

LGP-1-6-6/16 E-601 SINGLE LINE DIAGRAM

LGP-1-6-6/17 E-602 LADDER LOGIC

LGP-1-6-6/18 E-603 PLC I/O

LGP-1-6-6/19 E-604 CONDUIT SCHEDULE

LGP-1-6-6/20 E-605 ELECTRICAL - SEQUENCES OF

OPERATION

LGP-1-6-6/21 E-606 ELECTRICAL - HMI & DUPLC1

COMMUNICATION

1.4.1 Use Of Government Prepared Contract CAD Electronic Files

a. No For Information Only drawings are available on CAD.

b. The Contractor assumes all risks associated in using electronic CAD drawings.

c. Electronic copies of CAD drawings are only available in Bentley MicroStation format.

d. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

1.5 FOR INFORMATION ONLY DRAWINGS (FIO) (Volume 2)

These FIO drawings are included with the drawings for information. The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

LGP-1-3-8/1 FIO-001 POWERHOUSE - EMBEDDED PIPING -

TYPICAL DETAILS - SHEET NO. 1

LGP-1-3-8/2 FIO-002 POWERHOUSE - EMBEDDED PIPING -

TYPICAL DETAILS - SHEET NO. 2

DOCUMENT 00 01 15.00 28 - Page 14

LGP-1-3-8/4 FIO-003 POWERHOUSE - EMBEDDED PIPING -

GENERATOR BAYS - TRANSVERSE

SECT, & DETAILS

LGP-1-3-8/9 FIO-004 POWERHOUSE - EMBEDDED PIPING -

GENERATOR BAYS - PLAN - TAILRACE

EL. 532, 522 & 502

LGP-1-3-8/10 FIO-005 POWERHOUSE - EMBEDDED PIPING -

GENERATOR BAYS - GALLERIES EL.

637, 621, 580, & 558

LGP-1-3-8/11 FIO-006 POWERHOUSE - EMBEDDED PIPING -

GENERATOR BAYS - ELEV. 542 - &

INTAKE DRAINAGE GALLERIES

LGP-1-3-8/12 FIO-007 POWERHOUSE - EMBEDDED PIPING -

GENERATOR BAY - PLAN ELEVATION

LGP-1-3-8/16 FIO-008 POWERHOUSE - EMBEDDED PIPING -

GENERATOR BAYS - PLAN EL. 465 &

SECT.

LGP-1-3-8/17 FIO-009 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - CROSS SECTION

THRU SUMP

LGP-1-3-8/28 FIO-010 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - PLAN EL. 542

LGP-1-3-8/29 FIO-011 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - PLAN EL. 522 & 505

LGP-1-3-8/31 FIO-012 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - PLAN EL. 498 &

454.5

LGP-1-3-8/32 FIO-013 POWERHOUSE - EMBEDDED PIPIING -

ERECTION BAY - SECTIONS EL. 522

LGP-1-3-8/34 FIO-014 POWERHOUSE - EMBEDDED PIPING -

ERECTION BAY - MISC. SECTIONS &

LGP-1-4-1/3 FIO-015 POWERHOUSE - WATERSTOPS AND

DRAINS - PIER P-1

LGP-1-4-1/4 FIO-016 POWERHOUSE - WATERSTOPS AND

DRAINS - PIERS P-2 THRU P-6

LGP-1-4-1/8 FIO-017 POWERHOUSE - WATERSTOPS AND

DRAINS - DETAILS

LGP-1-4-2/1 FIO-018 POWERHOUSE - GENERATOR BAYS -

CONCRETE OUTLINE - TRANSVERSE -

SECTION - BAYS 1, 2, & 3

LGP-1-4-2/12 FIO-019 POWERHOUSE - GENERATOR BAYS -

CONCRETE OUTLINE - GALLERIES -

EL. 457 & 465

LGP-1-4-2/32 FIO-020 POWERHOUSE - GENERATOR BAYS -

CONCRETE OUTLINE - INTAKE

DRAINAGE GALLERIES

DOCUMENT 00 01 15.00 28 - Page 15

LGP-1-4-2/12 FIO-021 POWERHOUSE - GENERATOR BAYS -

REINFORCEMENT - GALLERIES - EL.

457 AND EL. 465 - BAYS 1, 2 & 3

LGP-1-4-3/1 FIO-022 POWERHOUSE - ERECTION BAY -

CONCRET OUTLINE - TRANSVERSE

SECTION THRU SUMPS

LGP-1-4-3/3 FIO-023 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - LONGITUDINAL

SECTION

LGP-1-4-3/6 FIO-024 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - SUMPS - PLANS

& SECTIONS

LGP-1-4-3/7 FIO-025 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - PLAN - EL. 487

LGP-1-4-3/8 FIO-026 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - PLAN - EL. 498

LGP-1-4-3/9 FIO-027 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - PLAN - EL. 522

LGP-1-4-3/16 FIO-028 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - SUMP STAIRS

LGP-1-4-3/29 FIO-029 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - INTAKE

DRAINAGE GALLERIES

LGP-1-4-3/40 FIO-030 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - INTAKE SHAFTS

- EL. 498 TO EL. 558

LGP-1-4-3/41 FIO-031 POWERHOUSE - ERECTION BAY -

CONCRETE OUTLINE - INTAKE SHAFTS

- EL. 558 TO EL. 651

LGP-1-4-3/78 FIO-032 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP SLABS -

EL.'S 403.5, 433 & 465

LGP-1-4-3/79 FIO-033 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP WALLS -

SHEET 1

LGP-1-4-3/80 FIO-034 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP WALLS -

SHEET 2

LGP-1-4-3/81 FIO-035 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP WALLS -

SHEET 3

DOCUMENT 00 01 15.00 28 - Page 16

LGP-1-4-3/10 FIO-036 POWERHOUSE - ERECTION BAY -

REINFORCEMENT - SUMP STAIRS, EL.

465 TO EL. 522

LGP-1-5-0/18 FIO-037 POWERHOUSE - MISCELLANEOUS METAL

- FRAMES AND COVERS - SH. 4

LGP-1-5/0/19 FIO-038 POWERHOUSE - MISCELLANEOUS METAL

- GRATINGS

LGP-1-5-0/20 FIO-039 POWERHOUSE - MISCELLANEOUS METAL

- MISCELLANEOUS DETAILS - SHEET 1

SK-43 FIO-040 POWERHOUSE - FOUNDATION DRAINAGE

LGP-1.1-3-9/ FIO-041 POWERHOUSE - GENERATOR BAYS -

EXPOSED PIPING - DRAFT TUBE

GALLERY - EL. 465 - PLAN

SECTIONS & DETAILS

LGP-1.1-3-9/ FIO-042 POWERHOUSE - ERECTION BAY -

EXPOSED PIPING - UNWATERING -

SYSTEM - SECTIONS & MISC. DETAILS

LGP-1-6-2A1/ FIO-043 POWERHOUSE - LIGHTING - DRAFT

TUBE & - DRAINAGE GALLERIES

LGP-1-6-2A1/ FIO-044 POWERHOUSE - LIGHTING - INTAKE

SERVICE GALLERY - EL 637

LGP-1-6-2A1/ FIO-045 POWERHOUSE - LIGHTING - FIXTURE

SCHEDULE

LGP-1-6-2A1/ FIO-046 POWERHOUSE - LIGHTING -

EQUIPMENT SCHEDULE

LGP-1-6-2D1/ FIO-047 POWERHOUSE - LIGHTING - ERECTION

BAY - SECTIONS & DETAILS, SH 1

LGP-1-5-0/10 FIO-048 POWERHOUSE - MISCELLANEOUS METAL

- HANDRAILS - SHEET 2

LGG-1-0-1/39 FIO-049 DRAINAGE AND UNWATERING PUMP -

REPLACEMENT - GENERAL - WORK -

AREA - EL 498 & EL 465 KEY PLANS

LGD-1-3-15/7 FIO-050 DRAINAGE AND UNWATERING PUMP -

REPLACEMENT - MECHANICAL -

DRAINAGE SUMP - SECTIONS

LGD-1-3-15/8 FIO-051 DRAINAGE AND UNWATERING PUMP -

REPLACEMENT - MECHANICAL -

DRAINAGE SUMP - SECTIONAL DETAIL

LGD-1-6-15/5 FIO-052 DRAINAGE AND UNWATERING PUMP -

REPLACEMENT - ELECTRICAL -

INSTALL PLAN-ERECTION BAY EL 522

DOCUMENT 00 01 15.00 28 - Page 17

LGD-1-6-15/1 FIO-053 DRAINAGE AND UNWATERING PUMP -

REPLACEMENT - ELECTRICAL -

COMMUNICATION - BLOCK DIAGRAM

LGD-1.1-6-1D FIO-054 POWERHOUSE - ONE LINE DIAGRAM -

CQ01, CQ02, FCQ1 & FCQ2

LGD-1.1-6-1A FIO-055 POWERHOUSE - 480 VOLT CONTROL

CENTERS - CQ01, CQ02, CQ04 & CQ05

LGD-1.1-6-1D FIO-056 POWERHOUSE - EQUIPMENT

INSTALLATION - ERECTION BAY - EL

-- End of Document --

DOCUMENT 00 01 15.00 28 - Page 18

SECTION TABLE OF CONTENTS

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 13 48 00.01 28

SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT (V1)

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DESIGN STANDARDS

1.4.1 General Requirements

1.4.2 Code Requirements for Equipment Restraint

1.4.3 Code Requirements for Systems Restraint

1.5 EQUIPMENT

1.6 SYSTEMS

1.7 DEFINITIONS

PART 2 PRODUCTS

2.1 CONCRETE ANCHORS

2.1.1 Undercut Anchors

2.1.2 Electrical Equipment and Pump Base Anchors

PART 3 EXECUTION

3.1 SEISMIC SWAY BRACING

3.1.1 Sway Bracing Design Requirements

3.1.2 Sway Bracing Required for Systems

3.1.3 Sway Bracing Layout

3.1.3.1 General

3.1.3.2 Transverse Braces

3.1.3.3 Longitudinal or Four-Way Braces

3.1.4 Seismic Isolation for Piping Systems

3.2 MONOLITH EXPANSION JOINTS

3.3 SPREADERS

3.4 CONCRETE ANCHORS

3.4.1 Limitations on Allowable Fasteners to Concrete

3.4.2 General Requirements for Fasteners to Concrete

3.4.3 Floor Mounted Equipment

3.4.4 Suspended Systems

3.4.5 Wall Mounted Systems

3.4.6 Wall Mounted and Suspended Equipment

3.5 QUALITY CONTROL

3.5.1 Contractor Installation Qualification

3.5.2 Concrete Anchor Testing

3.5.2.1 General

3.5.2.2 Torque Wrench Testing

3.5.2.3 Direct Pull Testing

-- End of Section Table of Contents --

SECTION 13 48 00.01 28 - Page 1

SECTION 13 48 00.01 28

SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT (V1)

PART 1 GENERAL

1.1 SCOPE OF WORK

The work covered in this section consists of furnishing all labor, equipment and materials to select, design, and provide seismic restraints for new systems and equipment provided as part of work performed.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 318 (2014; Errata 1-2 2014; Errata 3-4 2015) Building Code Requirements for Structural Concrete and Commentary

ACI 355.2 (2007) Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary

ACI 355.4 (2011) Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-10 (2010; Change 2010; Change 2011) Minimum Design Loads for Buildings and Other Structures

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 693 (2005) Recommended Practice for Seismic Design of Substations

IEEE Std 628 (2001; R2006) IEEE Standard Criteria for the Design, Installation, and Qualification of Raceway Systems for Class 1E Circuits for Nuclear Power Generating Stations

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 13 48 00.01 28 - Page 2

Grout Foundation; G, ST

SD-02 Shop Drawings

Submit within 90 calendar days of Contract Award, detail drawings along with catalog cuts, templates, anchorage system including mechanical specifications of anchor bolts, erection and installation details for the items listed. Submittals shall be complete in detail; shall indicate thickness, type, grade, class of metal, and dimensions; and shall show construction details, anchorage, and installation. The submittals shall also show the ½" gap required between the Drainage and Unwatering pumps seismic brace and the suction bell. All drawings shall be stamped by the Professional Engineer (PE) who performs and stamps the calculations required above.

Equipment Detail Drawings; G, ST

Systems Detail Drawings; G, ST

SD-03 Product Data

Concrete Anchors; G, ST

SD-05 Design Data

Submit within 90 calendar days of Contract Award, structural design calculations performed by qualified civil or structural engineers who are presently registered professional engineers (PE). The calculations shall verify the capability of the seismic restraints and of structural members to which seismic restraint are attached for carrying the design load. The design shall include seismic anchorage design and details. All calculations shall be stamped and signed by a PE.

Structural Design Calculations for Seismic Restraints of Equipment;

G, ST

Structural Design Calculations for Seismic Restraints of Systems;

G, ST

SD-06 Test Reports

Concrete Anchor Test Reports; G, ST

Contractor Qualification Testing; G, ST

1.4 DESIGN STANDARDS

1.4.1 General Requirements

The requirements for seismic protection measures described in this section shall be applied to the equipment and systems below. Resistance to lateral forces induced by earthquakes shall be accomplished without consideration of friction resulting from gravity loads. Existing concrete strength shall be taken as f'c = 3,000 psi.

SECTION 13 48 00.01 28 - Page 3

1.4.2 Code Requirements for Equipment Restraint

Seismic design for equipment restraint shall be in accordance with Chapter 13, "Seismic Design Requirements for Nonstructural Components," of ASCE 7-10 with the seismic design force computed as per Section 13.3 "Seismic Demands on Nonstructural Components". Electrical equipment restraint shall designed in accordance with the provisions in IEEE 693 Annex D, or Section 1621 of ASCE 7-10 whichever produces the more adverse seismic effects.

For ASCE 7-10, use Seismic Risk Category III, spectral acceleration SDS = 0.170, IP = 1.25, and z=h=1. For IEEE 693, the seismic qualification level shall be high.

1.4.3 Code Requirements for Systems Restraint

Seismic design for systems restraint shall be in accordance with Chapter 13, "Seismic Design Requirements for Nonstructural Components," of ASCE 7-10 with the seismic design force computed as per Section 13.3 "Seismic Demands on Nonstructural Components". For ASCE 7-10, use Seismic Risk Category III, spectral acceleration SDS = 0.170, IP = 1.25, and z=h=1. Restraint of electrical systems shall conform to the requirements of IEEE Std 628.

1.5 EQUIPMENT

Submit structural design calculations for seismic restraints, grout foundation and detail drawings for the following equipment provided under this contract. The calculations and detail drawings shall be developed by the Contractor in accordance with the requirements of this specification and submitted under the titles listed below:

(a) Two pump motors for drainage pump and two pump motors for unwatering pump.

(b) One Motor Control Cabinet for 4160V

Structural Design Calculations for Seismic Restraints of Equipment

Equipment Detail Drawings.

1.6 SYSTEMS

Submit Structural Design Calculations for Seismic Restraints of Systems and Systems Detail Drawings for the following new systems provided under this contract. The calculations and detail drawings shall be developed by the Contractor in accordance with the requirements of this specification:

(a) Piping

(b) Conduit

(c) Cable Trays

1.7 DEFINITIONS

Sway Brace. An assembly intended to be attached to piping, conduit, bus, or raceways to resist horizontal earthquake loads.

Four-Way Brace. A sway brace intended to resist differential movement in all horizontal directions.

Lateral Brace. A sway brace intended to resist differential movement

SECTION 13 48 00.01 28 - Page 4 perpendicular to the axis of piping, conduit, bus, or raceways.

Longitudinal Brace. A sway brace intended to resist differential movement parallel to the axis of piping, conduit, bus, or raceways.

Undercut anchor. Undercut concrete anchors are bearing-type anchors designed to be installed in cured concrete in a hole with a conical undercut near its blind end.

Expansive anchor. Expansive concrete anchors are designed to be installed in cured concrete in a straight hole. Anchorage relies on an torque-controlled expansion wedge and the friction developed between the drilled hole and the expanded wedge.

Adhesive anchor. Adhesive concrete anchors are designed to be installed in cured concrete in a straight hole drilled with a roto-impact drill. Anchorage relies on a chemical adhesive bond to the threaded rod and to the concrete.

Monolith Expansion Joint. Expansion /contraction joint separating two adjacent, structurally independent monoliths.

PART 2 PRODUCTS

2.1 CONCRETE ANCHORS

This paragraph covers anchors used for electrical equipment, pump bases and seismic braces. Submit manufacturer's product data within 90 calendar days after receiving the Contract Award according to the submittal titles below. Each submittal shall include all types of anchors used and identify which anchors apply to which features of work. Manufacturer's product data shall include but is not limited to detail drawings showing dimensions, material data, allowable loads and detailed for manufactures printed installation instructions, anchor test data in accordance with ACI 355.2

AND ACI 355.4.

Installation of anchors shall be in accordance with the manufacturer's instructions. Anchor diameters and lengths shall be the larger of the indicated diameters and lengths or the manufacturer's standard diameters and lengths. Total lengths of anchors shall be as necessary so that at least 1/8", but not more than 1/4", of threaded rod extends past the nut when final installation is complete. Reinforcing steel or other embedded metals may be encountered when drilling for installation of the anchors.

Submit the product data of the anchorage to be installed.

2.1.1 Undercut Anchors

Anchors for the seismic braces shall meet the requirements of ACI 355.2 and be 300 series stainless steel with diameters as shown on contract drawings. These anchors shall conform to the following:

Ultimate Strength - 116,000 psi minimum Yield Strength - 92,800 psi minimum Allowable Tensile Load - 17,500 lbs minimum

2.1.2 Electrical Equipment and Pump Base Anchors

Anchors for electrical equipment and pump bases may be grouted in place or

SECTION 13 48 00.01 28 - Page 5 secured by an adhesive epoxy to the concrete pump bases. If grouted in place the grout shall be a two component material consisting of a polyester or vinylester resin and a hardener contained in a capsule. The grout shall be non soluble in water.

PART 3 EXECUTION

3.1 SEISMIC SWAY BRACING

3.1.1 Sway Bracing Design Requirements

Sway bracing conforming with the requirements of these specifications shall be designed and provided for both mechanical and electrical systems.

Seismic forces shall be applied both in lateral and vertical directions.

Design of sway braces shall be based on the water filled weight of pipe combined with the seismic forces. Design of sway braces for electrical conduit or raceways shall be based on the design weight of the completely filled conduit or raceway.

3.1.2 Sway Bracing Required for Systems

Sway bracing shall be provided for all suspended systems with the following exceptions. Sway bracing shall be provided for all piping greater than 2 1/2 inch diameter, or for piping larger than 1 inch diameter in boiler rooms or for gas piping, or for all pipe diameters if the piping is used as part of a fire protection system. Sway bracing shall be provided for all conduit larger than 2 1/2 inches in diameter. Sway bracing shall be provided at junctions, and at horizontal or vertical transitions for electrical service raceways and bus ducts. Sway bracing is not required for piping suspended by individual hangers 12 inches or less in length from the top of the pipe to the bottom of the structure the piping is attached to.

3.1.3 Sway Bracing Layout

3.1.3.1 General

Sway bracing shall consist of transverse, longitudinal, and 4-way braces.

Piping shall be designed such that sway bracing attachment and configuration does not interfere with thermal expansion of the piping.

3.1.3.2 Transverse Braces

Transverse sway braces for piping and conduit shall be provided at every fourth hanger for diameter sizes 1/4 through 2 1/2 inches and at every third hanger for pipe diameter sizes 3 inch through 8 inch. Transverse sway braces shall be provided for bus ducts and electrical raceways at vertical or horizontal transitions. Vertical systems shall be braced at not more than 20 foot intervals and the bracing shall be located above the center of gravity of the item being braced.

3.1.3.3 Longitudinal or Four-Way Braces

Longitudinal braces or four-way braces shall be provided at least once per monolith. Longitudinal or four-way braces shall be provided at least once per straight length of piping or conduit that is greater than 10 feet in length. Four-way sway braces shall be provided for bus ducts and electrical raceways at junctions.

SECTION 13 48 00.01 28 - Page 6

3.1.4 Seismic Isolation for Piping Systems

Spreaders or rack type hangers shall be provided between adjacent piping runs to prevent contact during seismic activity whenever pipe surfaces are less than 4 inches apart and shall be provided at the same interval as sway bracing at an equal distance between sway braces.

3.2 MONOLITH EXPANSION JOINTS

Equipment shall not be rigidly attached on each side of a monolith expansion joint. For systems which are rigidly attached on each side of a monolith expansion joint, flexible connections or system configurations that are capable of accommodating displacements equal to twice the full width of the joint in both orthogonal directions or a minimum of 2 inches in both orthogonal directions shall be provided. A individual seismic sway brace shall not be attached to the structure on each side of a monolith joint.

3.3 SPREADERS

Spreaders shall be provided between adjacent piping runs to prevent contact during seismic activity whenever pipe or insulated pipe surfaces are less than 4 inches apart. Spreaders shall be applied at same interval as sway braces at an equal distance between the sway braces. If rack type hangers are used where the pipes are restrained from contact by mounting to the rack, spreaders are not required for pipes mounted in the rack.

3.4 CONCRETE ANCHORS

3.4.1 Limitations on Allowable Fasteners to Concrete

Powder actuated fasteners, screw or coil type anchors shall not be utilized to secure equipment or systems to the powerhouse. Expansive drop-in threaded insert type anchors shall not be used to suspend equipment or systems from the powerhouse. Expansion anchors shall not be used to resist vibratory loads due to rotating machinery. Chemically bonded adhesive anchors shall not be used to resist pull-out in overhead and wall installations if the adhesive is manufactured with temperature sensitive epoxies and the location is susceptible to effects of a building fire or if the adhesive is unsuited to static tension load application. Chemically bonded adhesive anchors for use in low temperature or under-water applications shall have product data indicating suitability for use and pass on-site installation test(s) under anticipated environmental conditions.

3.4.2 General Requirements for Fasteners to Concrete

Anchors shall be at least 1/2 inch in diameter unless otherwise indicated in the plans or this specification section. cast-in anchors shall have an embedded depth equal to at least 12 times nominal diameter of the bolt.

Expansive or undercut anchors shall have a minimum embedded depth of at least 4 inches. Anchor capacity shall computed as per ACI 318 and the anchor capacity shall be reduced to account for the effect of spacing between anchor bolts and the distance between anchor bolt and the nearest concrete edge. Anchor test data in accordance with ACI 355.2 and ACI 355.4 Evaluation Reports shall be provided for each type and class of concrete anchor verifying the suitability of an anchor for the intended application. Install anchors per manufactures' printed installation instructions.

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3.4.3 Floor Mounted Equipment

Floor mounted equipment shall be anchored to concrete that is reinforced and integrally connected to the reinforced concrete structure.

Intermittent tension developed due to laterally applied seismic force of 500 pounds or less may be resisted with expansive concrete anchors capable of resisting dynamic loading in cracked and un-cracked concrete unless otherwise indicated on the drawings. Intermittent tension developed due to laterally applied seismic force greater than 500 pounds shall be resisted with undercut concrete anchors.

3.4.4 Suspended Systems

All sway brace assemblies including the vertical support component(s) shall be secured to the concrete with undercut anchors. Expansive concrete anchors capable of resisting dynamic loading in cracked and un-cracked concrete may only be used to secure hangers at locations without sway bracing. Suspended piping or conduit may be secured with 3/8 inch minimum diameter anchors for pipe and conduit nominal diameters of 3/8 inch through 2-inch to allow compatibility with piping requirements for threaded rod used as hangers. For systems not required to have sway bracing, the system shall be secured a minimum of every 40 feet with undercut anchors.

3.4.5 Wall Mounted Systems

Wall mounted systems shall be secured undercut anchor(s) at least once every 40 feet and when direct tension above 500 pounds develops due to gravity loads or laterally applied seismic force. Wall mounted systems may be secured with expansive anchors capable of resisting dynamic loading in cracked and un-cracked concrete at other locations.

3.4.6 Wall Mounted and Suspended Equipment

Wall mounted and suspended equipment shall be secured with undercut anchors if the equipment weighs 50 pounds and above.

3.5 QUALITY CONTROL

3.5.1 Contractor Installation Qualification

Concrete anchors shall only be installed by individuals qualified to install the type and class of concrete anchors indicated in the Contractor's approved shop drawings. The individual shall be qualified by installing an anchor as per manufacturer's instructions in the position indicated on the drawings and then having that anchor tested by Contractor personnel as per this specification and manufacturer's recommendations. The location where Contractor Qualification Testing is performed may be in the exact location shown on the shop drawings or in another location on-site as approved by the Contrating Officer. Any anchors installed as part of the testing and not used shall be removed and the hole repaired with non-shrink grout. Contractor shall provide written notice of Contractor Qualification Testing 10 days prior to performing the testing. Contractor Qualification Testing shall be witnessed by the Contracting Officer. Submit testing results within 10 days of completion of any on-site testing performed

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3.5.2 Concrete Anchor Testing

3.5.2.1 General

The Contractor shall test expansion, undercut, and chemically bonded anchors in place after installation at no further cost to the government.

The tests shall be conducted by an independent testing agency; testing shall be performed on anchor bolts as described below. Concrete Anchor Test Reports shall be submitted within 10 days of the completion of any on-site testing performed. At least one anchor of each type and class of anchor shall be tested. Testing shall be done on not less than 10 percent of the total installed anchors and at least one anchor for every piece of equipment containing more than two anchors. The test load shall correspond to the manufacturer's allowable load.

3.5.2.2 Torque Wrench Testing

Torque wrench testing shall only be performed if recommended by the anchor manufacturer. Torque wrenches shall be calibrated at the beginning the job. The applied torque shall be between 20 and 80 percent of wrench capacity. If any anchor fails the test, similar anchors not previously tested shall be tested until 10 consecutive anchors pass. Failed anchors shall be retightened and retested to the specified torque; if the anchor still fails the test, it shall be replaced and retested.

3.5.2.3 Direct Pull Testing

Chemically bonded anchors shall be tested by applying a pullout load using a hydraulic ram attached to the anchor bolt. Other types of anchors may also be tested by direct pull testing as recommended by the anchor manufacturer. The load shall be applied to the anchor without removing the nut; when that is not possible, the nut shall be removed and a threaded coupler shall be installed of the same tightness as the original nut. The test setup shall be checked to verify that the anchor is not restrained from withdrawing by the base plate, the test fixture, or any other fixtures. The support for the testing apparatus shall be at least 1.5 times the embedment length away from the bolt being tested. Each tested anchor shall be loaded to the allowable tension value for the anchor. The anchor shall have no observable movement at the test load. Anchors shall not spin in the hole. If any anchor fails the test, similar anchors not previously tested shall be tested until 100 percent pass. Failed anchors shall be retightened and retested to the specified load; if the anchor still fails the test, it shall be replaced and retested.

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1.5 FOR INFORMATION ONLY DRAWINGS FIO Volume 2