A.07.24_Amendment_0004.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

Construction Project: Ice Harbor Navigation Lock Dow nstream Gate Hoist Machinery Upgrades

The purpose of this amendment is to incorporate the changes detailed in the Summary of Changes.

The proposal due date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 06-Nov-2015

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 W912EF-15-R-0040

X 9B. DATED (SEE ITEM 11)

01-Oct-2015

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

06-Nov-2015

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:

W912EF-15-R-0040

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0004

Ice Harbor Navigation Lock Downstream Gate Hoist Machinery Upgrades Summary of Changes - Amendment 0004

Changes to the Solicitation:

Wage determination

Updated to reflect work done in Franklin County

Changes to the Specification:

01 33 00

A new submittal register is provided since 3 submittals were removed from section 03 30 10.00 28

03 30 10.00 28

Subpart 1.2 (References): Reference ICC-ES AC308 has been removed Subpart 1.3 (Submittals): The following submittals have been removed:

o SD-03 – Epoxy or vinylester adhesive o SD-05 – Epoxy or Vinylester Resin Bonding System o SD-06 Test Reports – Anchor Pull Tests

Subpart 1.3.1 (Epoxy or Vinylester Resin Bonding System for Bridge Crane Corbel): Subpart has been removed. Previous Subparts 1.3.2 and 1.3.3 have been renumbered.

Subpart 2.1.2 (Adhesive Anchor System for Bridge Crane Corbels): Subpart has been removed. Previous Subparts 2.1.3 and 2.1.4 have been renumbered.

Subpart 3.5.2 (Anchor Pull Test): Subpart has been removed Subpart 3.8.2 (Compressive Strength Testing): New section referenced for compressive strength testing to confirm grout strength.

41 22 13.17 28

Subpart 2.2.1 (General): Revised first sentence for the electric hoist requirements.

Changes to Drawings:

E-641

Revised fiber optic strand counts

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Drawing Number

Sheet Number

Title

Revision Number

Date

ICE HARBOR LOCK AND DAM

DOWNSTREAM GATE OPERATION MACHINERY REPAIR

GENERAL

IHG‐1‐0‐1/500 G‐001 COVER SHEET AND LOCATION MAPS

IHG‐1‐0‐1/501 G‐002 INDEX TO DRAWINGS ‐ 1

IHG‐1‐0‐1/502 G‐003 INDEX TO DRAWINGS ‐ 2

IHG‐1‐0‐1/503 G‐004 STANDARD SYMBOLS

IHG‐1‐0‐1/504 G‐005 STANDARD ABBREVIATIONS

IHG‐1‐0‐1/505 G‐006 ELECTRICAL LEGEND ‐ 1

IHG‐1‐0‐1/506 G‐007 ELECTRICAL LEGEND ‐ 2

IHG‐1‐0‐1/507 G‐101 NAVIGATION LOCK PLAN

ARCHITECTURAL

IHN‐1‐2‐6/1 AD101

ARCHITECTURE ‐ ROOF PLAN ‐ DEMOLITION ‐

NORTH AND SOUTH TOWERS

IHN‐1‐2‐6/2 A‐101

ARCHITECTURE ‐ ROOF PLAN ‐ REPLACEMENT ‐

NORTH AND SOUTH TOWERS

IHN‐1‐2‐6/3 A‐301 ARCHITECTURE ‐ EXISTING TOWER SECTIONS

IHN‐1‐2‐6/4 A‐501 ARCHITECTURE ‐ DETAILS

IHN‐1‐2‐6/5 A‐502

ARCHITECTURE ‐ NORTH AND SOUTH TOWERS ‐

RAILING DETAILS

IHN‐1‐2‐6/6 A‐901 ARCHITECTURE ‐ PHOTOS

STRUCTURAL

IHN‐1‐5‐6/1 S‐501 CORBEL STRENGTHENING SECTIONS AND DETAILS

MECHANICAL

IHN‐1‐3‐6/7 MD101 GATE HOIST EQUIPMENT DEMOLITION PLAN

IHN‐1‐3‐6/8 MD301

GATE HOIST EQUIPMENT DEMOLITION

ELEVATION

IHN‐1‐3‐6/9 M‐101 GATE HOIST EQUIPMENT ARRANGEMENT PLAN

IHN‐1‐3‐6/10 M‐102 OVERHEAD CRANE PLAN AND ELEVATIONS

IHN‐1‐3‐6/11 M‐111 FRICTION SHEAVE SHAFT

IHN‐1‐3‐6/12 M‐301

GATE HOIST EQUIPMENT ARRANGEMENT

ELEVATION

IHN‐1‐3‐6/13 M‐501

HOIST MECHANICAL EQUIPMENT SECTIONS AND

DETAILS

IHN‐1‐3‐6/14 M‐502 HOIST MECHANICAL DETAILS

IHN‐1‐3‐6/15 M‐510 RING GEAR DETAILS

IHN‐1‐3‐6/16 M‐520 PINION GEAR AND SHAFT DETAILS

IHN‐1‐3‐6/17 M‐601

MECHANICAL EQUIPMENT SCHEDULES AND

NOTES

ELECTRICAL

IHN‐1‐6‐6/3 ED101 ELECTRICAL ‐ SOUTH TOWER ‐ DEMOLITION PLAN

INH‐1‐6‐6/4 ED102 ELECTRICAL ‐ NORTH TOWER ‐ DEMOLITION PLAN

IHN‐1‐6‐6/5 ED103

ELECTRICAL ‐ LOCK CONTROL STAND 1 ‐

DEMOLITION PLAN

IHN‐1‐6‐6/6 ED110

ELECTRICAL ‐ GALLERY EL. 413‐EL. 438 ‐ CABLE

IHN‐1‐6‐6/7 ED111

IHN‐1‐6‐6/8 ED112

ELECTRICAL ‐ GALLERY EL. 438 ‐ CABLE

IHN‐1‐6‐6/9 ED113

IHN‐1‐6‐6/10 ED114

ELECTRICAL ‐ GALLERY EL. 407.79‐EL. 438 ‐ CABLE

IHN‐1‐6‐6/11 EE101 ELECTRICAL ‐ SOUTH TOWER ‐ PLAN A 11/2/15

IHN‐1‐6‐6/12 EE102 ELECTRICAL ‐ NORTH TOWER ‐ PLAN A 11/2/15

IHN‐1‐6‐6/13 EE103 ELECTRICAL ‐ LOCK CONTROL STAND 1 ‐ PLAN

IHN‐1‐6‐6/14 EE110

INSTALLATION PLAN

IHN‐1‐6‐6/15 EE111

ELECTRICAL ‐ GALLERY EL413‐EL. 438 ‐ CABLE

IHN‐1‐6‐6/16 EE112

IHN‐1‐6‐6/17 EE113

IHN‐1‐6‐6/18 EE114

ELECTRICAL ‐ GALLERY EL. 407.79‐EL. 438 ‐ CABLE

IHN‐1‐6‐6/19 E‐401 ELECTRICAL ‐ LG1S ELEVATIONS

IHN‐1‐6‐6/20 E‐402 ELECTRICAL ‐ LG1S PANEL FRONT LAYOUT

IHN‐1‐6‐6/21 E‐403 ELECTRICAL ‐ LG1N ELEVATIONS

IHN‐1‐6‐6/22 E‐404 ELECTRICAL ‐ LG1N PANEL FRONT LAYOUT

IHN‐1‐6‐6/23 E‐405 ELECTRICAL ‐ LCS1 AND S2 ELEVATIONS

IHN‐1‐6‐6/24 E‐406 ELECTRICAL ‐ CC1 ELEVATION

IHN‐1‐6‐6/25 E‐407 ELECTRICAL ‐ CC2 ELEVATION

IHN‐1‐6‐6/26 E‐410 ELECTRICAL ‐ MCC ELEVATIONS

IHN‐1‐6‐6/27 E‐501 ELECTRICAL ‐ DETAILS 1

IHN‐1‐6‐6/28 E‐502 ELECTRICAL ‐ DETAILS 2

IHN‐1‐6‐6/29 E‐600 ELECTRICAL ‐ LG1S LADDER DIAGRAM 1

IHN‐1‐6‐6/30 E‐601 ELECTRICAL ‐ LG1S LADDER DIAGRAM 2

IHN‐1‐6‐6/31 E‐602 ELECTRICAL ‐ LG1N LADDER DIAGRAM 1

IHN‐1‐6‐6/32 E‐603 ELECTRICAL ‐ LG1N LADDER DIAGRAM 2

IHN‐1‐6‐6/33 E‐604 ELECTRICAL ‐ CC1 LADDER DIAGRAM 1

IHN‐1‐6‐6/34 E‐605 ELECTRICAL ‐ CC1 LADDER DIAGRAM 2

IHN‐1‐6‐6/35 E‐606 ELECTRICAL ‐ CC1 LADDER DIAGRAM 3

IHN‐1‐6‐6/36 E‐607 ELECTRICAL ‐ CC1 LADDER DIAGRAM 4

IHN‐1‐6‐6/37 E‐608 ELECTRICAL ‐ CC1 LADDER DIAGRAM 5

IHN‐1‐6‐6/38 E‐609 ELECTRICAL ‐ CC2 LADDER DIAGRAM 1

IHN‐1‐6‐6/39 E‐610

ELECTRICAL ‐ LG1S TERMINAL BLOCK ‐ WIRING

DIAGRAM

IHN‐1‐6‐6/40 E‐611 ELECTRICAL ‐ VFD‐1S ENCLOSURE

IHN‐1‐6‐6/41 E‐612 ELECTRICAL ‐ LG1S PLC DIAGRAM

IHN‐1‐6‐6/42 E‐613

ELECTRICAL ‐ LG1N TERMINAL BLOCK ‐ WIRING

IHN‐1‐6‐6/43 E‐614 ELECTRICAL ‐ VFD‐1N ENCLOSURE

IHN‐1‐6‐6/44 E‐615 ELECTRICAL ‐ LG1N PLC DIAGRAM

IHN‐1‐6‐6/45 E‐616

ELECTRICAL ‐ LCS1 TERMINAL BLOCK ‐ WIRING

IHN‐1‐6‐6/46 E‐617

ELECTRICAL ‐ CC1 TERMINAL BLOCK ‐ WIRING

DIAGRAM 1

IHN‐1‐6‐6/47 E‐618

ELECTRICAL ‐ CC1 TERMINAL BLOCK ‐ WIRING

DIAGRAM 2

IHN‐1‐6‐6/48 E‐619 ELECTRICAL ‐ CC1 PLC DIAGRAM

IHN‐1‐6‐6/49 E‐620

ELECTRICAL ‐ CC2 TERMINAL BLOCK ‐ WIRING

IHN‐1‐6‐6/50 E‐621 ELECTRICAL ‐ CC2 PLC DIAGRAM

IHN‐1‐6‐6/51 E‐622 ELECTRICAL ‐ E‐STOP DIAGRAM

IHN‐1‐6‐6/52 E‐630 ELECTRICAL ‐ NETWORK BLOCK DIAGRAM

IHN‐1‐6‐6/53 E‐631 ELECTRICAL ‐ NETWORK PATCH DIAGRAM

IHN‐1‐6‐6/54 E‐640 ELECTRICAL ‐ SINGLE‐LINE DIAGRAM

IHN‐1‐6‐6/55 E‐641

ELECTRICAL ‐ CABLE SCHEDULE AND ‐ LR‐7, LR‐8

SCHEDULES

A 11/4/15

IHN‐1‐6‐6/56 E‐650

ELECTRICAL ‐ EXISTING VALVE 1 ‐ EXISTING

CONTROL DIAGRAM

IHN‐1‐6‐6/57 E‐651

ELECTRICAL ‐ EXISTING VALVE 1 ‐ NEW CONTROL

IHN‐1‐6‐6/58 E‐652

ELECTRICAL ‐ EXISTING VALVE 2 ‐ EXISTING

IHN‐1‐6‐6/59 E‐653

ELECTRICAL ‐ EXISTING VALVE 2 ‐ NEW CONTROL

IHN‐1‐6‐6/60 E‐654

ELECTRICAL ‐ EXISTING VALVE 3 ‐ EXISTING

IHN‐1‐6‐6/61 E‐655

ELECTRICAL ‐ EXISTING VALVE 3 ‐ NEW CONTROL

IHN‐1‐6‐6/62 E‐656

ELECTRICAL ‐ EXISTING VALVE 4 ‐ EXISTING

IHN‐1‐6‐6/63 E‐657

ELECTRICAL ‐ EXISTING VALVE 4 ‐ NEW CONTROL

IHN‐1‐6‐6/64 E‐658

ELECTRICAL ‐ EXISTING INTERLOCK ‐ EXISTING

IHN‐1‐6‐6/65 E‐659

ELECTRICAL ‐ EXISTING INTERLOCK ‐ NEW

IHN‐1‐6‐6/66 E‐660

ELECTRICAL ‐ EXISTING FLOODLIGHTS ‐

EXISTING/NEW CONTROL DIAGRAMS

IHN‐1‐6‐6/67 E‐661

ELECTRICAL ‐ GATE AIR SEAL & NO SMOKING

SIGNS ‐ EXISTING/NEW CONTROL DIAGRAMS

IHN‐1‐6‐6/68 E‐662

ELECTRICAL ‐ EXISTING SMALL CRAFT ANN ‐

EXISTING CONTROL DIAGRAM

IHN‐1‐6‐6/69 E‐663

ELECTRICAL ‐ EXISTING SMALL CRAFT ANN. ‐ NEW

IHN‐1‐6‐6/70 E‐664

ELECTRICAL ‐ EXISTING MISCELLANEOUS SYSTEMS

‐ INTERFACE DIAGRAMS

IHN‐1‐6‐6/71 E‐670 ELECTRICAL ‐ CONTROL NARRITIVE

FOR INFORMATION ONLY (FIO)

The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

IHN‐1‐6‐14/35.1 FI0‐001

NORTH SHORE CONTRACT ‐ CONTROL STAND S‐1

‐ WIRING DIAGRAM

IHN‐1‐6‐14/35.2 FI0‐002

NORTH SHORE CONTRACT ‐ CONTROL STAND S2 ‐

WIRING DIAGRAM

34‐00‐4E FI0‐003

SEAL HEATERS ‐ GATES 1 & 2 ‐ ELEMENTARY &

CONNECTION DIAGRAM

34‐02‐1E FI0‐004 LIFT GATE BLOCK DIAGRAM

34‐02‐2E FI0‐005

POWER AND CONTROL SYSTEM ‐ SCHEMATIC

34‐02‐7E FI0‐006 LIFT GATE INTERCONNECT WIRING

34‐04‐1E FI0‐007

TAINTER VALVE 1 ‐ ELEMENTARY & CONNECTION

34‐04‐2E FI0‐008

TAINTER VALVE 2 ‐ ELEMENTARY & CONNECTION

34‐04‐3E FI0‐009

TAINTER VALVE 3 ‐ ELEMENTARY & CONNECTION

34‐04‐4E FI0‐010

TAINTER VALVE 4 ‐ ELEMENTARY & CONNECTION

34‐04‐5E FI0‐011 TAINTER VALVE 4 ‐ VARD CONTROL SCHEMATIC

INH‐1‐6‐14/4 FI0‐012

NAVIGATION LOCK ‐ POWER AND LIGHTING

SYSTEM ‐ ONE LINE DIAGRAM

IHN‐1‐6‐14/10 FI0‐013

NAVIGATION LOCK ‐ LIGHTING SYSTEM 448.0

DECK & LOCK = CHAMBER LIGHTING ‐ WIRING

IHN‐1‐6‐14/6 FI0‐014

NAVIGATION LOCK ‐ LIGHTING SYSTEM ‐

CONTROL STAND SHELTERS WIRING DIAGRAM

IHN‐1‐6‐14/20 FI0‐015

NAVIGATION LOCK ‐ POWER AND LIGHTING ‐

UPSTREAM SERVICE GALLERIES WIRING

IHN‐1‐6‐14/23 FI0‐016

NAVIGATION LOCK ‐ POWER LIGHTING AND

CONTROL ‐ GATE NO. 1 MACHINERY ROOMS

WIRING DIAGRAM ‐ SHEET 2

IHN‐1‐6‐14/24 FI0‐017

CONTROL ‐ CABLE ROUTING SCHEDULE SHEET I

IHN‐1‐6‐14/25 FI0‐018

CONTROL ‐ CABLE ROUTING SCHEDULE SHEET II

IHN‐1‐6‐14/26 FI0‐019

CONTROL ‐ CABLE ROUTING SCHEDULE SHEET III

IHN‐1‐6‐14/28 FI0‐020

NAVIGATION LOCK ‐ COMPRESSOR ROOM ‐

POWER LIGHTING AND CONTROL WIRING

IHN‐1‐6‐14/30 FI0‐021

NAVIGATION LOCK ‐ POWER AND CONTROL ‐

GATE NO. 2 ‐ ELEMENTARY AND CONNECTION

IHN‐1‐6‐14/31 FI0‐022

GATE NO. 2 ‐ MACHINERY ROOMS WIRING

IHN‐1‐6‐14/32 FI0‐023

NAVIGATION LOCK ‐ POWER AND CONTROL

TAINTER VALVES 1 AND 2 ‐ SCHEMATIC AND

IHN‐1‐6‐14/33 FI0‐024

NAVIGATION LOCK ‐ POWER AND CONTROL

TAINTER VALVES 3 AND 4 ‐ SCHEMATIC AND

IHN‐1‐6‐14/34 FI0‐025

TAINTER VALVES MACHINERY ROOMS WIRING

DIAGRAMS

IHN‐1‐6‐14/35 FI0‐026

CONTROL STAND S1 AND S2 GENERAL

ARRANGEMENT

IHN‐1‐6‐14/35.1 FI0‐027

NORTH SHORE CONTRACT ‐ CONTROL STAND S‐1

‐ WIRING DIAGRAM

IHN‐1‐6‐14/35.2 FI0‐028

NORTH SHORE CONTRACT ‐ CONTROL STAND S2 ‐

IHN‐1‐6‐14/48 FI0‐029

NAVIGATION LOCK ‐ POWER ‐ LIGTING &

CONTROL CABLE SYSTEMS CABLE POSITIONS

IHN‐1‐6‐14/50 FI0‐030

NAVIGATION LOCK ‐ CABLE TRAY SYSTEM ‐

UPSTREAM SERVICE GALLERY MONOLITHS 3, 5, 7

& 9

IHN‐1‐6‐14/52 FI0‐031

BRIDGE AND SILL BLOCK

IHN‐1‐6‐14/53 FI0‐032

OPERATIONS BUILDING

IHN‐9‐6‐32/2 FI0‐033

DOWNSTREAM LIFT GATE ‐ ELECTRICAL

SCHEMATIC

IHN‐1‐6‐14/51 FI0‐034

NAVIGATION LOCK ‐ CABLE TRAY SYSTEM

DOWNSTREAM SERVICE GALLERY ‐ MONOLITHS

13 THROUGH 34

IHN‐1‐6‐14/22 FI0‐035

CONTROL ‐ GATE NO. 1 MACHINERY ROOMS

WIRING DIAGRAM ‐ SHEET 1

IHN‐1‐6‐14/42 FI0‐036

CABLE ROUTING DIAGRAM

IHN‐1‐6‐14/58 FI0‐037

NAVIGATION LOCK ‐ 4160 VOLT POWER CENTER

LSP1 & 480 VOLT CONTROL CENTER LSQ1 ‐

ELECTRICAL ARRNAGEMENT

IHN‐1‐6‐14/151 FI0‐038

NAVIGATION LOCK ‐ OPERATIONS BUILDING

SWITCHGEAR ROOM ‐ CONDUIT AND

SWITCHGEAR INSTALLATION

IHN‐1‐6‐14/59 FI0‐039

NAVIGATION LOCK ‐ ELECTRICAL ELEMENTARY

CONTROL DIAGRAMS ‐ 480 VOLT CONTROL

CENTER LSQ1

34‐09‐6E FI0‐040 LSQ1 ‐ FRONT CONNECTION DIAGRAM

IHN‐1‐6‐14/57 FI0‐041

NAVIGATION LOCK ‐ 4160 VOLT POWER CENTER

LSP1 & 480 VOLT CONTROL CENTER LSQ1 ‐

ELECTRICAL DIAGRAMS

IHN‐1‐6‐14/8 FI0‐042

NAVIGATION LOCK ‐ LIGHTING SYSTEM PANEL

LR6 ‐ ELEMENTARY WIRING DIAGRAM

IHN‐1‐6‐14/5 FI0‐043

NAVIGATION LOCK ‐ POWER AND LIGHTING

SYSTEM ‐ DETAILS

IHN‐1‐4‐2/27 FI0‐044 NAVIGATION LOCK ‐ MONOLITH 30

IHN‐1‐4‐2/30 FI0‐045 NAVIGATION LOCK ‐ MONOLITH 32

IHN‐1‐4‐2/35 FI0‐046

NAVIGATION LOCK ‐ MONOLITH 34 ‐ PLANS &

SECTIONS I

IHN‐1‐4‐2/37 FI0‐047 NAVIGATION LOCK ‐ MONOLITH 34 ‐ ELEVATIONS

34‐09‐5E FI0‐048 LSQ1 ‐ REAR CONNECTION DIAGRAM

IHN‐1‐6‐14/42.1 FI0‐049

NORTH SHORE CONTRACT ‐ LSQ1 SWITCHGEAR

(REAR) ‐ WIRING DIAGRAM

IHN‐1‐6‐14/42.2 FI0‐050

NORTH SHORE CONTRACT ‐ LSQ1 SWITCHGEAR

(FRONT) ‐ WIRING DIAGRAM

IHN‐1‐3‐6/1 FI0‐051

NAVIGATION LOCK ‐ LIFT GATE OPERATING

MACHINERY ‐ ASSEMBLY

H‐4741 FI0‐052

NAVIGATION LOCK ‐ LIFT GATE MACHINERY ‐ LIFT

GATE HOIST ASSEMBLY

H‐4742 FI0‐053

NAVIGATION LOCK ‐ LIFT GATE MACHINERY ‐ LIFT

GATE HOIST ASSEMBLY

IHN‐1‐3‐32/7 FI0‐054

NAVIGATION LOCK UPGRADE ‐ LOWER LIFT

GATES ‐ HYDRAULIC EQUIPMENT

D‐20155 FI0‐055 ASSEMBLY

89‐9255 FI0‐056 SHAFT

G‐4168 FI0‐057

NAVIGATION LOCK ‐ LIFT GATE MACHINERY ‐

PINION ASSEMBLY

H‐4746 FI0‐058

PINION DETAILS

18 399‐1 FI0‐059

RADIAL ROLLER BEARING ‐ PILLOW BLKS FOR ‐

19.00 DIA. SHAFT (TAPERED)

18 400 FI0‐060 PILLOW BLOCK

5800‐8002 FI0‐061

DRUM GEAR

H‐4744 FI0‐062

DRUM‐PEDESTAL ASSEMBLY

H‐4743 FI0‐063

HOIST DRUM DETAILS

H‐6345 FI0‐064

HOIST DRUM ALTERATION & DETAILS

C3331‐100 FI0‐065

NAVIGATION LOCK ‐ LOWER HOIST REDUCERS ‐

OUTLINE DIMENSION DRAWING

88171949 FI0‐066 ASSEMBLY ‐ SHAFT POS: 1234

88173127 FI0‐067 ASSEMBLY ‐ SHAFT POS: 1234

88159922C FI0‐068 DIMENSION DRAWING

88159930C FI0‐069 DIMENSON DRAWING

G‐4167 FI0‐070

REDUCER‐BRAKE SUPPORT

H‐4831 FI0‐071

ANCHOR BOLT PLAN

G‐4520 FI0‐072

PINION PEDESTAL WELD'T.

H‐4665 FI0‐073

GATE & COUNTERW'T CABLE

IHN‐1‐5‐32/2 FI0‐074

DOWNSTREAM GATE REPLACEMENT ‐ NEW LIFT

GATE ‐ ELEVATION, SECTIONS & DETAILS

G1121‐002 B FI0‐075 GATE REPLACEMENT ‐ ASSEMBLY

G1121‐413 A FI0‐076 GATE REPLACEMENT ‐ GATE CABLE CONNECTION

G1121‐403 A FI0‐077

GATE REPLACEMENT ‐ COUNTERWEIGHT

MODIFICATION

IHN‐1‐3‐32/8 FI0‐078

DOWNSTREAM GATE REPLACEMENT ‐ GATE

WHEELS ‐ SECTIONS AND DETAILS

G1121‐407 B FI0‐079 GATE REPLACEMENT ‐ END JACKING LUG

G1121‐501 B FI0‐080 GATE REPLACEMENT ‐ GATE WHEEL ASSEMBLY

G1121‐408 A FI0‐081 GATE REPLACEMENT ‐ END SHOE

IHN‐1‐5‐32/6 FI0‐082

DOWNSTREAM GATE REPLACEMENT ‐ SEAL

DETAILS

IHN‐1‐4‐1/1 FI0‐083 NAVIGATION LOCK ‐ GENERAL MASONRY PLAN

IHN‐1‐4‐2/1 FI0‐084 NAVIGATION LOCK ‐ MONOLITHS 1 & 2

IHN‐1‐4‐2/44 FI0‐085

NAVIGATION LOCK ‐ MONOLITH 33 AND 34 ‐

TOWER ‐ CONCRETE

IHN‐1‐4‐2/45 FI0‐086

TOWERS ‐ REINFORCEMENT I

IHN‐1‐4‐2/46 FI0‐087

TOWERS ‐ REINFORCEMENT II

IHN‐1‐4‐2/47 FI0‐088

TOWERS ‐ DETAILS

IHN‐1‐4‐2/48 FI0‐089

NAVIGATION LOCK ‐ LIFT GATE ‐ BLOCKOUT &

GUIDE DETAILS I

IHN‐1‐4‐2/51 FI0‐090

NAVIGATION LOCK ‐ LIFT GATE ‐ BLOCKOUT &

GUIDE DETAILS IV

IHN‐1‐5‐5/10 FI0‐091

NAVIGATION LOCK ‐ LIFT GATE ‐

COUNTERWEIGHT SUPPORT BEAMS

IHN‐1‐5‐32/44 FI0‐092

NAVLOCK DOWNSTREAM GATE ‐ CABLE

INSTLLATION II ‐ COUNTERWEIGHT SHAFT

OPENINGS

IHN‐1‐5‐32/37 FI0‐093

CONNECTIONS ‐ MISCELLANEOUS DETAILS

IHN‐1‐2‐32/2 FI0‐094

INSTALLATION II ‐ ROOFING ‐ REPAIRS ‐ PLAN

AND DETAILS

(End of drawing list) (End of Clause)

Contract drawings created on CAD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CAD. The Contractor assumes all risks associated in using electronic CAD drawings. 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. If contract modifications are issued, the associated electronic CAD drawings will not be available to the Contractor. Electronic copies of CAD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM. If the Contractor requires different media, such as floppy disks, the Contractor shall be responsible for all conversions required for their use and associated conversion inaccuracies.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

WAGE DETERMINATION

General Decision Number: WA150094 08/21/2015 WA94

Superseded General Decision Number: WA20140094

State: Washington

Construction Type: Heavy including water and sewer line construction

County: Franklin County in Washington.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 02/27/2015 2 06/12/2015 3 07/03/2015 4 07/10/2015 5 07/24/2015 6 08/21/2015

CARP9003-001 06/01/2015

Rates Fringes

CARPENTER (Including Form Work)............................$ 31.94 14.00

MILLWRIGHT.......................$ 41.86 14.49

PILEDRIVERMAN....................$ 32.97 14.00

ZONE PAY:

ZONE 1 0-45 MILES FREE

ZONE 2 46-65 MILES $2.00/PER HOUR

ZONE 3 66-100 MILES $3.00/PER HOUR

ZONE 4 OVER 100 MILES $4.50/PER HOUR

DISPATCH POINTS:

PASCO (515 N. Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

ELEC0112-014 06/01/2015

Rates Fringes

ELECTRICIAN......................$ 38.80 18.59

ENGI0370-022 06/01/2015

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 26.16 13.55

GROUP 2.....................$ 26.48 13.55

GROUP 3.....................$ 27.09 13.55

GROUP 4.....................$ 27.25 13.55

GROUP 5.....................$ 27.41 13.55

GROUP 6.....................$ 27.69 13.55

GROUP 7.....................$ 27.96 13.55

GROUP 8.....................$ 29.06 13.55

ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00

Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;

Lewiston, Idaho

Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Rollers, all types on subgrade, including seal and chip coatings; Drill Assistant; Crane Oiler

GROUP 2: Fork Lift; Broom/Sweeper

GROUP 3: Bulldozer (up to D-6 or equivalent); Boring Machine

GROUP 4: Oiler; Drill (churn, core, calyx or diamond);

Loaders (overhead & front-end, under 4 yds. R/T)

GROUP 5: Backhoe (Under 45,000 gw); Trackhoe/Excavator (under 3/4 yd.); Drilling equipment (8 unch bit and over) (robbins, reverse circulation and similar); Piledriver;

Grade Checker; Boom Truck (Under 25 tons)

GROUP 6: Asphalt Roller; Backhoe (45,000 gw and over to 110,000 gw); Trackhoe/Excavator (3/4 yd. to 3 yd.), Bulldozer, 834 R/T & similar; Mechanic; Paver; Scraper;

Screed; Loader Operator (front-end & overhead, 4 yds. incl.

8 yds.)

GROUP 7: Backhoe (Over 110,000); Trackhoe/Excavator (3 yds & over); Grader/Blade; Loaders (overhead & front-end, over 8 yds. to 10 yds.)

GROUP 8: Loaders (overhead and front-end, 10 yards and over)

BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale

NOTE:

In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom.

HAZMAT:

Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification.

IRON0014-012 07/01/2015

Rates Fringes

IRONWORKER (Ornamental, Reinforcing and Structural)......$ 32.76 23.19

LABO0238-014 06/01/2013

Rates Fringes

LABORER: Mason Tender - Brick...$ 24.10 10.65

LABO0238-015 06/01/2013

Rates Fringes

LABORER (Pasco)

GROUP 1.....................$ 21.70 10.65

GROUP 2.....................$ 23.80 10.65

GROUP 3.....................$ 24.07 10.65

GROUP 4.....................$ 24.34 10.65

Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00

BASE POINTS: Spokane, Pasco, Lewiston

Zone 1: 0-45 radius miles from the main post office.

Zone 2: 45 radius miles and over from the main post office

LABORERS CLASSIFICATIONS

GROUP 1: Flagger

GROUP 2: Common or General Laborer; Form-Stripping

GROUP 3: Mason Tender-Cement/Concrete

GROUP 4: Grade Checker; High Scaler; Handheld Drill

PAIN0005-003 07/01/2015

Rates Fringes

PAINTER (Brush, Roller, and Spray.)..........................$ 23.05 10.85

* PLAS0072-008 06/01/2015

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 27.01 12.59

Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00

BASE POINTS: Spokane, Pasco, Lewiston, Wenatchee

Zone 1: 0 - 45 radius miles from the main post office

Zone 2: 45 radius miles from the main post office

TEAM0690-005 01/01/2014

Rates Fringes

Truck drivers: (ANYONE

WORKING ON HAZMAT JOBS SEE

FOOTNOTE A BELOW)

ZONE 1:PASCO ZONE CENTER

GROUP 4....................$ 25.39 15.19

GROUP 5....................$ 25.50 15.19

GROUP 6....................$ 25.50 15.19

Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)

BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston

Zone 1: 0-45 radius miles from the main post office Zone 2: Outside a 45 mile radius from the main post office

TRUCK DRIVERS CLASSIFICATIONS

GROUP 4: Water Truck (0-8,000 gallons)

GROUP 5: Semi-Trailer Truck

GROUP 6: Water Truck (8,001-14,000 Gallons)

FOOTNOTE A - Anyone working on a HAZMAT job, where HAZMAT cerfification is required, shall be compensated as a premium, in addition to the classification working in as follows:

LEVEL C-D: - $.50 PER HOUR - This level may use an air purifying respirator or additional protective clothing.

LEVEL A-B: - $1.00 PER HOUR - Uses supplied air in conjunction with a chemical splash suit or fully encapsulated suit with a self-contained breathing apparatus.

Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours.

SUWA2009-060 08/07/2009

Rates Fringes

CARPENTER, Excludes Form Work....$ 23.54 4.99

LABORER: Landscape & Irrigation.......................$ 12.27 2.73

LABORER: Pipelayer..............$ 19.28 0.00

OPERATOR: Asphalt Plant.........$ 34.14 0.68

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 10.63 0.00

OPERATOR: Crane.................$ 23.42 5.54

OPERATOR: Power Shovel..........$ 25.12 7.83

TRUCK DRIVER, Includes Dump Truck............................$ 27.67 0.00

TRUCK DRIVER: Flatbed Truck.....$ 22.74 6.29

TRUCK DRIVER: Lowboy Truck......$ 22.89 5.72

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

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01 11 01.00 28 SD-01 Preconstruction Submittals

1.7 I CProperty Management Plan

1.8 I CEquipment List

1.12 I CPre-Work Survey

1.16 I CProject Superintendent

SD-07 Certificates

1.17 G CKey Personnel Substitution

SD-11 Closeout Submittals

1.12 I CPost-Work Survey

1.14 G CTraining Manuals

01 14 00.10 28 SD-01 Preconstruction Submittals

1.5 G SLEAccess To Automated

Information Systems

1.2 G MEGate Stabilization and Protection

Plan 01 14 00.90 28 SD-01 Preconstruction Submittals

1.2 I SLEAnti Terrorism (AT) Level 1

1.4 I SLEiWATCH And/Or CORPS

WATCH Training

1.5 I SLELevel 1 OPSEC training

1.6 I SLEPre-Screening Of Contractor

Employees 01 32 01.00 28 SD-01 Preconstruction Submittals

1.3 G CQualifications

3.4.1 G CInitial Project Schedule

3.4.2 G CPeriodic Schedule Updates

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01 32 01.00 28 3.4.3 I CWeekly Schedule Updates 01 35 29.10 28 SD-01 Preconstruction Submittals

1.6 G CAccident Prevention Plan (APP)

1.6.1 G CFall Protection and Prevention

(FP&P) Plan

3.3.7 G CRescue and Evacuation Plan

1.7 G CActivity Hazard Analysis (AHA)

1.8 G CSafe Clearance

1.8 G CAuthorized Individuals

1.6.1 G CCrane Critical Lift Plan

1.5.1.3 I CCrane Operators

1.5.1.4 I CRiggers

1.5.1.5 G STCrane Wheel And Outrigger

Loading Diagram And Deck Protection For Outriggers

1.6.1 G CConfined Space Entry Plan

1.12.4 I CCertificate of Compliance

1.6.1 G ECCLead Compliance Plan

1.6.1 G SOAsbestos Hazard Abatement

Plan SD-06 Test Reports

1.12.1 I CAccident Reports

1.12.2 I CMonthly Exposure Reports

1.12.3 I CCrane Reports

SD-07 Certificates

1.9 I CConfined Space Entry Permit

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01 35 29.10 28 1.9 I CHot work permit 01 45 04.00 28 SD-01 Preconstruction Submittals

3.2 G CContractor Quality Control (CQC)

Plan

01 55 10.00 28 SD-01 Preconstruction Submittals

1.5 G STTransport Loading Diagrams

1.6 I CDust Control Plan

1.7 I Cdocumentation and permits

01 57 20.00 28 SD-01 Preconstruction Submittals

1.7 G ECCEnvironmental Protection Plan

1.7.2 G ECCPlan For Concrete On-Site Wash

Area 01 74 19 SD-01 Preconstruction Submittals

1.5 I ECCWaste Management Plan

SD-11 Closeout Submittals

1.6 I ECCRecords

01 78 00.00 28 SD-03 Product Data

3.1.1 G CWarranty Management Plan

SD-04 Samples

3.1.4 G CMock Up Sample

SD-11 Closeout Submittals

3.2 G CPreliminary Versions of

Contractor Prepared Drawings

3.3 G CFinal Approved Versions of

Contractor Prepared Drawings

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01 78 00.00 28 3.4 G CPreliminary As-Built Contract Drawings

3.5 G CAs-Built Contract Drawings and

FIO Drawings

3.6 G CFinal As-Built Contract Drawings

01 78 23.00 28 SD-10 Operation and Maintenance

Data

1.2.2 G CPreliminary O&M Manuals and

Parts Catalogs

1.2.2 G CDraft O&M Manuals and Parts

Catalogs SD-11 Closeout Submittals

1.2.2 G CFinal O&M Manuals and Parts

Catalogs

02 41 00.00 28 SD-07 Certificates

1.2.1 G CDemolition Plan

1.6 G CNotification

02 82 13.01 28 SD-01 Preconstruction Submittals

1.9.1 G SOAsbestos Hazard Abatement

Plan SD-06 Test Reports

1.9.3 G SOAir Sampling Results

SD-07 Certificates

1.9.2 G SOQualification

1.9.4 G ECCMandatory Waste Shipment

Record

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02 83 33.13 28 SD-01 Preconstruction Submittals

1.5 G SOQualified Personnel

SD-03 Product Data

3.1.1 G ECCMetal Binding Product

SD-06 Test Reports

1.3.2 G SOTest Results

SD-07 Certificates

1.3.2 G SOTesting Laboratory

3.2.2.1 I ECCSalvaged Material Containing

Contaminated Waste

3.2.2.1 I ECCCopies of Notifications

03 30 10.00 28 SD-03 Product Data

2.1.1 G STNonshrink Grout

SD-05 Design Data

1.3.1 G STUndercut Concrete Anchors

SD-06 Test Reports

3.8.1 G ECTests Results

SD-07 Certificates

1.4.1 G ECExisting Steel Location Method

3.5.1 G ECQuality Control Individual For

Epoxy Or Vinylester Anchor Installation

03 60 00 SD-03 Product Data

1.1 G AEGrout

SD-06 Test Reports

2.2.2 G AECompressive Strength

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03 60 00 SD-07 Certificates

1.1 G AEGrout

03 65 00 SD-03 Product Data

3.2 G AEEpoxy Grout

SD-07 Certificates

1.1 G AEGrout

05 05 23 SD-03 Product Data

1.5 G CWelding Procedure Qualifications

1.5.5 G CWelder, Welding Operator, and

Tacker Qualification

1.5.6 G CInspector Qualification

1.5.2 G CPrevious Qualifications

1.5.3 G CPre-qualified Procedures

SD-06 Test Reports

3.2 G CQuality Control

3.3.1 G CNondestructive Examination

SD-07 Certificates

1.5.1 G CCertified Welding Procedure

Specifications (WPS)

1.5.1 G CCertified Procedure Qualification

Records (PQR)

1.5.1 G CCertified Welder Performance

Qualifications (WPQ) 05 50 01.00 28 SD-01 Preconstruction Submittals

1.3.1 G STFabrication Shop Drawings

05 50 13 SD-02 Shop Drawings

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05 50 13 1.2.1 G AEequipment supports and miscellaneous metals

2.3 G AEAngles And Plates

07 56 00.00 28 SD-02 Shop Drawings

1.8 G EAMembrane Shop Drawings

SD-03 Product Data

2.1 G EAFluid-applied Membrane and

Flashing

2.3 G EAMembrane primer

2.7 I EAElastomeric Sealant

2.2 I EAMembrane Reinforcing Fleece

3.3 I EASolvent

SD-04 Samples

1.7.1 G EASample Warranty

SD-06 Test Reports

3.1.1 G CAdhesion Testing for Substrates

to Receive Resin Materials SD-07 Certificates

1.4.1 G EAQualification of Manufacturer

1.4.2 G EAQualification of Applicator

SD-08 Manufacturer’s Instructions

1.9 I EASurface preparation, Primer, and

Fluid-applied membrane SD-10 Operation and Maintenance Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

07 56 00.00 28 2.1 G EAFluid-Applied Membrane And Flashing

SD-11 Closeout Submittals

1.7 G CWarranty

3.6 G CInformation Card

3.5 G CInstructions To Government

Personnel 09 90 00 SD-03 Product Data

1.3.2 G AECertification

2.1 G AECoating

2.1 G AEManufacturer's Technical Data

Sheets

2.1 G AEMaterials

SD-04 Samples

1.9 G AEColor

SD-06 Test Reports

1.4.1.2 G AEQualification Testing

SD-07 Certificates

1.3 G AEApplicator's qualifications

SD-08 Manufacturer’s Instructions

3.2.1 G AEApplication instructions

3.4.2 G AEMixing

1.7.2 G AEManufacturer's Material Safety

Data Sheets SD-10 Operation and Maintenance Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

09 90 00 2.1 G AECoatings 26 05 26.00 28 SD-03 Product Data

2.1 I ELGround Conductors

26 08 00 SD-06 Test Reports

3.1 G ELAcceptance tests and inspections

SD-07 Certificates

1.4.1 G ELQualifications

1.4.3 G ELAcceptance test and inspections

procedure 26 20 00 SD-03 Product Data

2.10 G AEReceptacles

2.9 G AECircuit breakers

2.8 G AESwitches

2.11 G AEMini-Power Center

2.15 G ELField Fabricated Nameplates

2.2 G AEConduit and Fittings

3.1.5.1 G AEWires and Cables

2.13 G AEGrounding and Bonding

Equipment

2.6 G AESplices and Termination

Components

2.4 G AECabinets, Junction Boxes, and

Pull Boxes SD-06 Test Reports

3.5.2 G EL600-volt wiring test

3.5.5 G AEGrounding System Test

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

26 20 00 3.5.4 G AEGround-Fault Receptacle Test

3.5.3 G AETransformer Tests

SD-09 Manufacturer’s Field Reports

2.18.1 G AETransformer factory tests

SD-10 Operation and Maintenance Data

1.5.1 G ELElectrical Systems

26 24 19.00 40 SD-02 Shop Drawings

2.4.1 G AEShop Drawings

2.4 G AEMotor Control Center

1.2 G AESwitchboards

2.3.4.2 G AEDrawings

SD-03 Product Data

1.4 G AEEquipment

SD-06 Test Reports

2.5 I ELFactory Test Procedures

2.5.1.4 I ELFactory Test Results

SD-08 Manufacturer’s Instructions

1.2 G AEMotor Control Units

1.2 G AEProtective Devices

SD-11 Closeout Submittals

3.3 I ELWarranty

26 29 23 SD-02 Shop Drawings

1.5.1 G AESchematic diagrams

1.5.2 G AEInterconnecting diagrams

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

26 29 23 1.5.3 G AEInstallation drawings SD-03 Product Data

2.1 G AEVariable frequency drives

2.2 G AEHarmonic Filter

1.5.2 G AEEnclosures

2.5 G AEDynamic Braking Resistor

1.5.4 G AEEquipment schedule

2.4 G AEWires And Cables

SD-06 Test Reports

3.2.1 G ELVFD Test

3.2.2 G ELPerformance Verification Tests

SD-08 Manufacturer’s Instructions

1.5.5 I ELInstallation instructions

SD-09 Manufacturer’s Field Reports

2.7.1 G ELVFD Factory Test Plan

1.5.6 G ELFactory test results

SD-10 Operation and Maintenance Data

2.1 G ELVariable frequency drives

26 60 13.00 40 SD-01 Preconstruction Submittals

1.2.1 I ELSample Warranty

1.2.1 G AEEquipment and Performance

Data

1.2.1 I ELManufacturer's Instructions

SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

26 60 13.00 40 1.2.1 G AEInformational Drawings SD-03 Product Data

2.4 G AEMotor Enclosures

1.2.1 G AERotor Bars

1.2.1 G AEStator Slots

1.2.1 G AERotational Speed

1.2.1 G AECooling Fan Blades

1.2.1 G AEBearing Manufacturer

1.2.1 G AEBearing Style

1.2.1 G AEBearing Type

1.2.1 G AESCR Firing Frequencies

SD-07 Certificates

2.6 G AEFactory Test Results

2.1.2.2 G AEEfficiency

2.6 G AEPower-Factor

2.5 G AEService Factor

2.3 G AETemperature Rating

2.6 G AENoise

2.1.2.1 G AEFull-Load

2.6 G AELocked-Rotor

2.6 G AEInsulation Resistance

2.6 G AEWinding Resistance

2.6 G AEHigh-Potential Tests

SD-08 Manufacturer’s Instructions

2.1.2 I ELMotors

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

26 60 13.00 40 SD-10 Operation and Maintenance Data

3.5 G ELOperating and Maintenance

Manual

SD-11 Closeout Submittals

3.6 I ELWarranty

35 01 43.00 28 SD-01 Preconstruction Submittals

1.4.1 I AEMaterial Orders

1.4.2 G AEWire Rope Untensioning and

Retensioning Procedure

3.14.4 G AEWire Rope Untensioning and

Retensioning Procedure

1.4.3 G AEWire Rope Load Balancing

Procedure

1.4.4 G AECounterweight Load Balancing

Procedure

1.4.6 G AERing Gear Installation Procedure

1.4.6 G AEPinion and Pinion Shaft

Installation Procedure

1.4.6 G AEPinion Shaft, Gearbox, and VFD

Motor Alignment Procedure

1.4.6 G AERing and Pinion Gear Alignment

Procedure

1.4.5 G MEDrum/Gear/Shaft Aligning

Procedure

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

35 01 43.00 28 1.4.6 G MEDrum/Gear/Shaft Aligning Procedure

1.4.7 G AERing Gear Weld Procedures

Specification (WPS)

1.4.7 G AERing Gear WPS Qualification

Report

1.4.7 G AERing Gear Welder Qualifications

3.14.2 G AETesting Personnel

SD-02 Shop Drawings

2.2.3 G AERing Gear

1.4.8 G AEPinion and Pinion Shaft

1.4.8 G AEFriction Sheave Shaft

1.4.8 G AEAll Misc Equipment Supports or

Base Plates

1.4.1 G AEPinion Bearings

SD-03 Product Data

1.4.1 G AEBrake

1.4.1 G MEBrake Enclosure

1.4.1 G AEShaft Couplings

1.4.1 G AESheave Bearings

1.4.1 G AESheave Bearing Seals

1.4.8 G AEPinion Bearings and Housings

SD-06 Test Reports

1.4.9 I MERing and Pinion Gear Initial

Condition Report

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 18 PAGES

Ice Harbor D/S Gate Operating Machinery Replacement

35 01 43.00 28 1.4.9 I MEInitial Position and Overtravel Limit report

3.8.2.2 G AESheave Bearing Installation

Measurements Report

3.8.2.3 G AESheave Bearing Installation

Measurements Report

3.14.7 G AELoad Balancing Report

3.10 G AEShaft Alignment Report

1.4.9 G AEDynamic Balancing Report

1.4.9 G AEDrum/Ring/Pinion Gear

Alignment Report

3.14.5 G AEDrum/Ring/Pinion Gear

Alignment Report

3.15 G AEDrum/Ring/Pinion Gear

Alignment Report

1.4.9 I MEWire Rope Inspection Report

40 95 00 SD-02 Shop Drawings

2.2.3 G AEBill of materials

2.1.1 G AEControl Panels

2.7.9.1 G AEHMI display layouts

2.6 G AEPLC Software

SD-03 Product Data

3.5 G AEControl…