20R0004 Tech Specs.pdf

HLD Powerhouse Intake Gantry Crane Controls Upgrade W912EF20R0004

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 83 33.12 28 LEAD BASED PAINT (LBP) REMOVAL AND DISPOSAL

DIVISION 05 - METALS

05 05 23.17 26 STEEL WELDING AND FABRICATION

05 50 04.00 26 METALS: MATERIALS, PRODUCTS, AND MISCELLANEOUS ITEMS

DIVISION 09 - FINISHES

09 97 02.10 26 PAINTING: STEEL STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 01 20.16 26 GANTRY CRANE DATA, SPARE PARTS, TESTING, AND TRAINING

41 01 20.17 26 GANTRY CRANE MECHANICAL AND STRUCTURAL REHABILITATION

41 01 20.18 26 GANTRY CRANE ELECTRICAL REHABILITATION

41 01 20.19 26 GANTRY CRANE STRUCTURAL APPURTENANCES

41 01 20.75 26 BELOW-THE-HOOK LIFTING DEVICES INSPECTION AND

CERTIFICATION

-- End of Project Table of Contents --

THIS PAGE INTENTIONALLY LEFT BLANK

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

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

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

Contract drawings are as follows:

FILE NUMBER SHEET

NUMBER

TITLE Revision Date

GENERAL

IHP-1.29-0/1 G-001 PROJECT LOCATION &

VICINITY MAP

IHP-1.29-0/2 G-002 INDEX OF CONTRACT DRAWINGS

IHP-1.29-0/3 G-003 INDEX OF RESOURCE DRAWINGS

IHP-1.29-0/4 G-004 INDEX OF RESOURCE DRAWINGS

IHP-1.29-0/5 G-005 GENERAL NOTES & LEGEND

IHP-1.29-0/6 G-101 CONTRACTOR STAGING & WORK

AREAS

STRUCTURAL

IHP-1.29-5-1/1 S-101 MAIN TROLLEY FALL

PROTECTION, TOOL HOIST, &

MISCELLANEOUS INSTALL

IHP-1.29-5-1/2 S-102 AUXILARY TROLLEY FALL

PROTECTION, TOOL HOIST, &

MISCELLANEOUS INSTALL

IHP-1.29-5-1/3 S-201 NORTH ELEVATION FALL

PROTECTION, TOOL HOISTS,

& MISCELLANEOUS INSTALL

IHP-1.29-5-1/4 S-202 SOUTH ELEVATION FALL

PROTECTION, TOOL HOISTS,

& MISCELLANEOUS INSTALL

MECHANICAL

IHP-1.29-3-1/1 MD101 MAIN TROLLEY ASSEMBLY

REMOVAL

IHP-1.29-3-1/2 MD102 AUXILIARY TROLLEY

ASSEMBLY REMOVAL

IHP-1.29-3-1/3 MD103 GANTRY TRAVEL TRUCK

REMOVAL

IHP-1.29-3-1/4 M-101 MAIN TROLLEY ASSEMBLY

INSTALL

IHP-1.29-3-1/5 M-102 AUXILIARY TROLLEY

ASSEMBLY INSTALL

IHP-1.29-3-1/6 M-103 GANTRY TRAVEL TRUCK

INSTALL

IHP-1.29-3-1/7 M-501 HOIST SHEAR BLOCKS INSTALL

ELECTRICAL

IHP-1.29-6-1A0/1 ED101 CRANE OVERHEAD TROLLEY

LINE REMOVAL

IHP-1.29-6-1A0/2 ED102 OPERATOR CABS LAYOUT

REMOVAL

IHP-1.29-6-1A0/3 ED103 CONTROL HOUSE LAYOUT

REMOVAL

IHP-1.29-6-1A22/1 ED610 THREE LINE DIAGRAM

REMOVAL SHEET 1

IHP-1.29-6-1A22/2 ED611 THREE LINE DIAGRAM

REMOVAL SHEET 2

IHP-1.29-6-1A0/4 E-101 CRANE OVERHEAD TROLLEY

LINE INSTALL

IHP-1.29-6-1A0/5 E-102 OPERATOR CABS LAYOUT

INSTALL

IHP-1.29-6-1A0/6 E-103 CONTROL HOUSE LAYOUT

INSTALL

IHP-1.29-6-1A0/7 E-501 UPSTREAM OPERATOR'S CHAIR

DETAIL INSTALL

IHP-1.29-6-1A0/8 E-502 DOWNSTREAM OPERATOR'S

CHAIR DETAIL INSTALL

IHP-1.29-6-1A0/9 E-503 CRANE AND TUGGER HOIST

RADIO CONTROLS DETAIL

IHP-1.29-6-1A0/10 E-504 UPSTREAM CAB HUMAN

MACHINE INTERFACE (HMI)

DISPLAY DETAIL

IHP-1.29-6-1A0/11 E-505 DOWNSTREAM CAB HUMAN

MACHINE INTERFACE (HMI)

DISPLAY DETAIL

IHP-1.29-6-1A0/12 E-506 GROUND LEVEL AND CONTROL

HOUSE HUMAN MACHINE

INTERFACE (HMI) DISPLAY

DETAIL

IHP-1.29-6-1A0/13 E-507 HUMAN MACHINE INTERFACE

(HMI)VARIABLE FREQUENCY

DRIVE SCREEEN DISPLAY

DETAIL

IHP-1.29-6-1A0/14 E-508 HUMAN MACHINE INTERFACE

(HMI)VARIABLE FREQUENCY

DRIVE SCREEEN DISPLAY

DETAIL

IHP-1.29-6-1A0/15 E-509 HUMAN MACHINE INTERFACE

(HMI)VARIABLE FREQUENCY

DRIVE SCREEEN DISPLAY

DETAIL

IHP-1.29-6-1A0/16 E-510 HUMAN MACHINE INTERFACE

(HMI)VARIABLE FREQUENCY

DRIVE SCREEEN DISPLAY

DETAIL

IHP-1.29-6-1A0/17 E-511 HUMAN MACHINE INTERFACE

(HMI)VARIABLE FREQUENCY

DRIVE SCREEEN DISPLAY

DETAIL

IHP-1.29-6-1A22/3 E-610 THREE LINE DIAGRAM

INSTALL SHEET 1

IHP-1.29-6-1A22/4 E-611 THREE LINE DIAGRAM

INSTALL SHEET 2

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. Contract CAD drawing files requests by the Contractor will be granted only when the Contractor is planning to use the electronic CAD files for creating shop drawings.

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

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

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

e. 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)

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

TITLE Revision Date

6148 9 R-001 POWERHOUSE STRUCTURAL STEEL TROLLEY

DEAD END STRUCTURE, TEMPORARY END

WALL BEAMS (UNIT 3)

6148 9W R-002 POWERHOUSE STRUCTURAL STEEL TROLLEY

DEAD END STRUCTURE, TEMPORARY END

WALL BEAMS (UNIT)

A-15360 R-003 MAIN HOIST DRUM DETAIL 39 P.D. 1

1/4" DIAMETER ROPE

A-15362 R-004 MAIN HOIST DRUM DETAIL 39 P.D. 1

1/4" DIAMETER ROPE

A-15363 R-005 ACTUATING HOIST DRUM & DRUM SHAFT

DETAIL 15 3/4P.D. 5/8" DIAMETER ROPE

A-15364 R-006 ACTUATING HOIST DRUM & DRUM SHAFT

DETAIL 15 3/4P.D. 5/8" DIAMETER ROPE

A-15365 R-007 DRUM GEAR & PINION DETAIL

A-15366 R-008 DRUM PILLOW BLOCK ASSEMBLY & DETAILS

22218 BEARING

A-15367 R-009 DRUM PILLOW BLOCK ASSEMBLY & DETAILS

22222 BEARING

A-15371 R-010 MAIN HOIST LOWER BLOCK FRAME

A-15372 R-011 LOWER BLOCK ASSEMBLY & DETAILS

A-15373 R-012 AUXILIARY HOIST DRUM DETAIL 44"

PITCH DIAMETER 5/8 " ROPE DIAMETER

A-15374 R-013 TROLLEY DRIVE & IDLER WHEEL SHAFTS &

WHEEL DETAILS

A-15375 R-014 TROLLEY WHEEL BEARING RETAINER &

COVER PLATES

A-15376 R-015 TROLLEY DRIVE & IDLER WHEEL ASSEMBLY

A-15377 R-016 AUXILIARY HOIST DRUM DETAIL 44"

PITCH DIAMETER 5/8 " ROPE DIAMETER

A-15378 R-017 HOUSE AUXILIARY HOIST

A-15379 R-018 BRIDGE WHEEL, BEARING RETAINER, &

WHEEL COVER DETAILS

A-15380 R-019 AUXILIARY DRUM GEAR, PINION, ROPE

CLAMP, & SHAFT ADAPTER 15 & 2 TON

HOIST

A-15381 R-020 AUXILIARY HOIST MISCELLANEOUS

DETAILS 15 & 2 TON HOIST

A-15383 R-021 AUXILIARY TROLLEY DRIVER & IDLER

WHEEL ASSEMBLY 15" DIAMETER WHEELS

A-15385 R-022 AUXILIARY HOIST MISCELLANEOUS

DETAILS 15 & 2 TON HOIST

A-15386 R-023 AUXILIARY LOWER BLOCK MISC.ELLANEOUS

DETAILS 15 & 2 TON HOIST

A-15387 R-024 AUXILIARY LOWER BLOCK MISCELLANEOUS

DETAILS 15 & 2 TON HOIST

A-15388 R-025 AUXILIARY LOWER BLOCK ASSEMBLY 15/2

TON HOIST 5/8" DIAMETER ROPE

A-15389 R-026 AUXILIARY TROLLEY BUFFER SUPPORT &

GUARD DETAILS

A-15390 R-027 AUXILIARY TROLLEY ASSEMBLY 30 TON

RATING

A-15392 R-028 AUXILIARY TROLLEY LOAD CELL ASSEMBLY

& DETAILS

A-15393 SH 1 R-029 UPSTREAM SILL 111 TON INTAKE GANTRY

CRANE

A-15393 SH 2 R-030 UPSTREAM SILL 111 TON INTAKE GANTRY

CRANE

A-15394 R-031 DOWNSTREAM LEG DETAIL

A-15395 R-032 UPSTREAM LEG DETAIL

A-15396 R-033 AUX. ILIARY TROLLEY SUPPORT BEAM

A-15397 R-034 MAIN TROLLEY GIRDER DETAIL

A-15398 R-035 TOP TIE BEAM

A-15399 R-036 AUXILIARY GIRDER END TIE BEAM

A-15400 R-037 100 TON INTAKE GANTRY CRANE HOUSE

MAIN HOIST

A-15401 R-038 BRACING DETAILS & ARRANGEMENT

A-15402 R-039 AUXILIARY TROLLEY GIRDER DETAIL

A-15403 R-040 HOIST CASE SHAFT DETAILS

A-15404 SH 1 R-041 MAIN HOIST ASSEMBLY 111/15 TON CAP

PLAN VIEW

A-15404 SH 2 R-042 MAIN HOIST ASSEMBLY 111/15 TON CAP

ELEVATION VIEWS

A-15405 R-043 TROLLEY DRIVE ASSEMBLY 111 TON CAP

A-15406 R-044 MAIN HOIST ASSEMBLY 111 TON CAP

A-15407 R-045 GANTRY DRIVE TORQUE ARM DETAILS

A-15408 R-046 GANTRY DRIVE WHEEL ASSEMBLY

A-15409 R-047 ACTUATING HOIST ASSEMBLY & DETAILS

15 TON CAP

A-15410 SH 1 R-048 DOWNSTREAM SILL 111 TON INTAKE

GANRTY CRANE

A-15410 SH 2 R-049 DOWNSTREAM SILL 111 TON INTAKE

GANRTY CRANE

A-15410 SH 3 R-050 CONTROL HOUSE MOUNTING DETAIL

(DOWNSTREAM SILL)

A-15411 SH 1 R-051 AUXILIARY TROLLEY FRAME FAB

A-15411 SH 2 R-052 AUXILIARY TROLLEY FRAME FAB

A-15411 SH 3 R-053 AUXILIARY TROLLEY FRAME FAB

A-15412 R-054 AUXILIARY TROLLEY FRAME MACHINING

A-15413 R-055 AUXILIARY TROLLEY FRAME EXTENSION

A-15414 R-056 AUXILIARY TROLLEY WALKWAY FABRICATION

A-15415 R-057 GANTRY DRIVE GEAR & PINION DETAIL

A-15416 R-058 GANRTY DRIVE WHEEL & PINION SHAFT

DETAIL

A-15417 R-059 GANTRY DRIVE PINION SHAFT BEARING

CAP DETAILS

A-15418 R-060 GANTRY DRIVE BASE DETAIL

A-15419 R-061 GANTRY TRUCK FRAME DETAIL

A-15422 R-062 AUXILIARY TROLLEY DETAILS

A-15423 R-063 AUXILIARY TROLLEY DETAILS

A-15424 R-064 DRUM GEAR GUARD AUXILIARY HOIST 30

TON RATING

A-15425 R-065 AUXILIARY TROLLEY HOIST ASSEMBLY 30

TON RATING

A-15426 SH 1 R-066 MAIN TROLLEY FRAME FABRICATION DWG.

PLAN & ELEVATION VIEWS

A-15426 SH 2 R-067 MAIN TROLLEY FRAME BOTTOM VIEW &

DETAILS

A-15426 SH 3 R-068 MAIN TROLLEY FRAME DETAILS

A-15426 SH 4 R-069 TROLLEY FRAME DETAILS

A-15427 R-070 MAIN TROLLEY FRAME MACHINING DRAWING

A-15428 R-071 GANTRY TRUCK ASSEMBLY

A-15429 R-072 GANTRY TRUCK ASSEMBLY

A-15430 R-073 COUPLING LIST

A-15431 R-074 AUXILIARY TROLLEY DRIVE ASSEMBLY W/

DETAILS 30 TON HOIST

A-15432 R-075 MAIN HOIST DRUM GEAR GUARD

A-15433 R-076 MAIN TROLLEY DRIVE DRIP PAN &

COUPLING GUARD DETAILS

A-15434 R-077 MAIN TROLLEY BRAKE GUARD DETAILS

A-15437 R-078 AUXILIARY TROLLEY LIMIT SWITCH

ASSEMBLY & BUMPER STOP LOCATION 30

TON HOIST

A-15438 R-079 MAIN HOIST EQUALIZER ASSEMBLY DETAILS

A-15439 R-080 MAIN TROLLEY LIMIT SWITCH BUFFER &

RAIL SWEEP ASSEMBLY & DETAILS

A-15440 R-081 MAIN HOIST & ACTUATING HOIST REEVING

ACTUATING HOIST DEAD END ASSEMBLY

A-15441 R-082 WHEEL / GEAR GUARD RAIL SWEEP &

COUPLING GUARD DETAILS

A-15442 R-083 MAIN GIRDER HANDRAIL DETAILS

A-15443 R-084 MAIN GIRGER HANDRAIL & W'WAY DETAILS

ELEVATION 66'-1 3/4 66'-2 1/4

BOARDING SIDE

A-15445 R-085 AUXILIARY TROLLEY UPPER LIMIT SWITCH

ASSEMBLY

A-15446 SH 1 R-086 AUXILIARY GIRDER W'WAY ARRANGEMENT &

DETAILS (BOARDING SIDE)

A-15446 SH 2 R-087 AUXILIARY GIRDER W'WAY ARRANGEMENT &

DETAILS (BOARDING SIDE) ELEV. 37'-8

A-15447 SH 1 R-088 AUXILIARY GIRDER W'WAY ARRANGEMENT &

DETAILS ELEVATION 37'-8

A-15447 SH 2 R-089 AUXILIARY GIRDER W'WAY DETAILS

A-15448 R-090 WALKWAY DETAIL ELEVATION 37'-8"

(AUXILIARY GIRDER AT UPSTREAM LEG)

A-15449 R-091 CONTROL HOUSE 100 TON GANTRY CRANE

A-15450 SH 1 R-092 MAIN TROLLEY FRAME EXTENSIONS &

WALKWAY

A-15450 SH 2 R-093 MAIN TROLLEY WALKWAY STAIRS

A-15451 R-094 ACTUATING LOWER BLOCK ASSEMBLY 15

TON HOIST 5/8 DIAMETER ROPE

A-15452 R-095 ACTUATING LOWER BLOCK MISCELLANEOUS

DETAILS 15 TON HOIST

A-15453 R-096 SIGNS

A-15455 R-097 MAIN TROLLEY POWER TRACK

A-15456 R-098 AUXILIARY TROLLEY POWER TRACK

A-15457 R-099 LADDER DETAIL ELEVATION 51'-8 TO

66'-1 3/4 (LANDING TO MAIN HOIST

GIRDER DOWNSTREAM LEG)

A-15458 R-100 LADDER DETAIL ELEVATION 37'-8 TO

51'-8 (AUXILIARY GRIDER WALKWAY UP

TO LANDING)

A-15459 R-101 LANDING DETAIL ELEVATION 51'-8

(ACCESS TO MAIN TROLLEY)

A-15460 R-102 MOMORAIL HOIST FESTOON ASSEMBLY

A-15461 R-103 AUXILIARY GIRDER RESTRAINT LUGS

A-15462 R-104 LADDER DETAIL ELEVATION 29'-8 TO

9'-8 (UP TO MAINLINE ACCESS)

A-15463 R-105 LADDER DETAIL ELEVATION 37'-8 TO

29'-8 (MAINLINE ACCESS TO AUXILIARY

GIRDER W'WAY)

A-15464 R-106 AUXILIARY GIRDER ACCESS PLATEFORM

DETAIL ELEVATION 37'-8 (ELEC

HSE/GANTRY SILL TO AUX GIRDER W'WAY)

A-15465 R-107 PLATFORM DETAIL ELEVATION 37'-8 (AUX

TROLLEY GIRDER TO MOMORAIL HOIST

MAINT. PLATFORM)

A-15466 R-108 LADDER DETAIL ELEVATION 37'-8 TO

32'-10 1/4 (AUX GIRDER TO MONORAIL

HOIST MAINT. PLATFORM)

A-15467 R-109 MAINTENANCE PLATFORM DETAIL

ELEVATION 32-10 1/4 (AUX TROLLEY

MONORAIL HOIST)

A-15468 R-110 CAB ACCESS W'WAY DETAIL ELEVATION

37'-8 (CAB ACCESS AT UPSTREAM LEG)

A-15470 R-111 1/2 TON AIR WINCH ASSEMBLY

A-15476 R-112 BOLT LIST

A15477 R-113 CRANE ACCESS PLATFORM DETAIL

ELEVATION. 9'-3 3/16 (CRANE ACCESS)

A-15478 R-114 BOARDING/ELEC HOUSE PLATEFORM DETAIL

ELEVATION 9'-3 3/16 (CRANE ACCESS)

A-15479 R-115 ELECTRICAL HOUSE PLATFORM DETAIL

ELEVATION 9'-3 3/16 (ELECTRICAL

HOUSE ACCESS)

A-15480 R-116 BOARDING LADDER DETAIL GROUND

ELEVATION 0 TO 9'-3 3/16 (CRANE

ACCESS)

A-15481 R-117 CRANE LIGHT MOUNTING ASSEMBLY

A-15482 R-118 ERECTION DWG & MATCHMARKS 111 TON

INTAKE GANTRY CRANE

A-15483 R-119 MONORAIL HOIST LIMIT SWITCH ASSEMBLY

& DETAILS

A-15485 R-120 CAB ACCESS LADDER DETAIL ELEVATION

37'-8 DOWN TO CAB

A-15486 R-121 STORAGE BOX 60 CUBIC FEET

A-15491 SH 1 R-122 OPERATOR'S CAB DETAIL (TRASH RAKE)

A-15491 SH 2 R-123 WALL DETAILS (TRASH RAKE)

A-15491 SH 3 R-124 OPERATOR'S CAB DETAIL (TRASH RAKE)

A-15492 SH 1 R-125 OPERATOR'S CAB DETAIL (ALL HOISTS)

A-15492 SH 2 R-126 WALL DETAILS (ALL HOISTS)

A-15492 SH 3 R-127 OPERATOR'S CAB DETAIL (ALL HOISTS)

A-15494 R-128 CAB ACCESS PLATFORM DETAILS

ELEVATION 27'-6

A-15495 SH 1 R-129 OPERATOR'S CAB ASSEMBLY (TRASH RAKE)

A-15495 SH 2 R-130 OPERATOR'S CAB ASSEMBLY (TRASH RAKE)

A-15496 SH 1 R-131 OPERATOR'S CAB ASSEMBLY (ALL HOISTS)

A-15496 SH 2 R-132 OPERATOR'S CAB ASSEMBLY (ALL HOISTS)

A-15498 R-133 SHIPPING DIMENSIONS & WEIGHTS 111

TON INTAKE GANTRY CRANE

A-15499 R-134 COLLECTOR MOUNT

A-15502 R-135 AUXILIARY TROLLEY HANDRAIL AUXILIARY

TROLLEY GIRDER

EA-2438 SH I R-136 TITLE & INDEX

EA-2438 SH II R-137 100 TON INTAKE GANTRY CRANE NOTES &

MACHINE DATA

EA-2438 SH 1 R-138 100 TON INTAKE GANTRY CRANE POWER

DISTRIBUTION ELEMENTARY

EA-2438 SH 2 R-139 100 TON INTAKE GANTRY CRANE POWER

DISTRIBUTION ELEMENTARY

EA-2438 SH 3 R-140 100 TON INTAKE GANTRY CRANE

CONVENIENCE OUTLETS, LIGHTING, &

SPACE HEATER ELEMENTARY DIAGRAMS

EA-2438 SH 4 R-141 100 TON INTAKE GANTRY CRANE LOUVER,

ANTI-COLLISION, PLC DISTRIBUTION

ELEMENTARY DIAGRAMS

EA-2438 SH 5 R-142 100 TON INTAKE GANTRY CRANE MAIN

CONTROL ELEMENTARY DIAGRAM

EA-2438 SH 6 R-143 100 TON INTAKE GANTRY CRANE MAIN

HOIST CONTROL ELEMENTARY DIAGRAM

EA-2438 SH 7 R-144 100 TON INTAKE GANTRY CRANE MAIN

HOIST CONTROL ELEMENTARY DIAGRAM

EA-2438 SH 8 R-145 100 TON INTAKE GANTRY CRANE MAIN

HOIST CONTROL ELEMENTARY DIAGRAM

EA-2438 SH 9 R-146 ACTUATING HOIST CONTROL ELEMENTARY

EA-2438 SH 10 R-147 ACTUATING HOIST CONTROL ELEMENTARY

EA-2438 SH 11 R-148 ACTUATING HOIST CONTROL ELEMENTARY

EA-2438 SH 12 R-149 MAIN TROLLEY CONTROL ELEMENTARY

EA-2438 SH 13 R-150 MAIN TROLLEY CONTROL ELEMENTARY

EA-2438 SH 14 R-151 MAIN TROLLEY CONTROL ELEMENTARY

EA-2438 SH 15 R-152 AUXILIARY HOIST 1 CONTROL ELEMENTARY

EA-2438 SH 16 R-153 AUXILIARY HOIST 1 CONTROL ELEMENTARY

EA-2438 SH 17 R-154 AUXILIARY HOIST 1 CONTROL ELEMENTARY

EA-2438 SH 18 R-155 AUXILIARY HOIST 2 CONTROL ELEMENTARY

EA-2438 SH 19 R-156 AUXILIARY HOIST 2 CONTROL ELEMENTARY

EA-2438 SH 20 R-157 AUXILIARY HOIST 2 CONTROL ELEMENTARY

EA-2438 SH 21 R-158 MONORAIL HOIST & TROLLEY CONTROL

ELEMENTARY

EA-2438 SH 22 R-159 MONORAIL HOIST & TROLLEY MOTOR

ELEMENTARY

EA-2438 SH 23 R-160 AUXILIARY TROLLEY CONTROL ELEMENTARY

EA-2438 SH 24 R-161 AUXILIARY TROLLEY CONTROL ELEMENTARY

EA-2438 SH 25 R-162 AUXILIARY TROLLEY CONTROL ELEMENTARY

EA-2438 SH 26 R-163 GANTRY CONTROL ELEMENTARY

EA-2438 SH 27 R-164 GANTRY CONTROL ELEMENTARY

EA-2438 SH 28 R-165 GANTRY CONTROL ELEMENTARY

EA-2438 SH 29 R-166 MAIN & AUXILIARY WEIGHT SYSTEMS

ELEMENTARY

EA-2439 SH 1 R-167 PANEL LAYOUT & WIRING

EA-2439 SH 2 R-168 PANEL LAYOUT & WIRING

EA-2439 SH 3 R-169 MP1-1 GANTRY PANEL WIRING

EA-2439 SH 4 R-170 MP1-1 GANTRY PANEL WIRING

EA-2439 SH 5 R-171 MP1-2 PLC PANEL WIRING

EA-2439 SH 6 R-172 MP1-2 PLC PANEL WIRING

EA-2439 SH 7 R-173 MP1-3 MAIN POWER & CONTROL PANEL

WIRING

EA-2439 SH 8 R-174 MP1-3 MAIN POWER & CONTROL PANEL

WIRING

EA-2439 SH 9 R-175 MP2-1 MAIN & AUX. TROLEY PANEL WIRING

EA-2439 SH 10 R-176 MP2-1 MAIN & AUXILIARY TROLEY PANEL

WIRING

EA-2439 SH 11 R-177 MP2-2 AUXILIARY HOIST 1 & 2 PANEL

WIRING

EA-2439 SH 12 R-178 MP2-2 AUXILIARY HOIST 1 & 2 PANEL

WIRING

EA-2439 SH 13 R-179 MP2-3 MAIN & ACTUATOR HOIST PANEL

WIRING

EA-2439 SH 14 R-180 MP2-3 MAIN & ACTUATOR HOIST PANEL

WIRING

EA-2439 SH 15 R-181 COLLISION AVOIDANCE TRANSMIT &

WEIGHT DISPLAY PANELS

EA-2439 SH 16 R-182 JUNCTION BOX TERMINAL BLOCKS

EA-2439 SH 17 R-183 JUNCTION BOX TERMINAL BLOCKS

EA-2439 SH 18 R-184 UPSTREAM & DOWNSTREAM CHAIR CONSOLES

EA-2439 SH 19 R-185 DOWNSTREAM CHAIR CONSOLES

EA-2439 SH 20 R-186 UPSTREAM CHAIR CONSOLES

EA-2440 SH 1 R-187 INTERCONNECTION (CAB)

EA-2440 SH 2 R-188 INTERCONNECTION (CAB)

EA-2440 SH 3 R-189 INTERCONNECTION (CAB)

EA-2440 SH 4 R-190 INTERCONNECTION (ELECTRICAL CONTROL

HOUSE)

EA-2440 SH 5 R-191 INTERCONNECTION (ELECTRICAL CONTROL

HOUSE)

EA-2440 SH 6 R-192 INTERCONNECTION (ELECTRICAL CONTROL

HOUSE)

EA-2440 SH 7 R-193 INTERCONNECTION (ELECTRICAL CONTROL

HOUSE)

EA-2440 SH 8 R-194 INTERCONNECTION (GANTRY)

EA-2440 SH 9 R-195 INTERCONNECTION (GANTRY)

EA-2440 SH 10 R-196 INTERCONNECTION (GANTRY)

EA-2440 SH 11 R-197 INTERCONNECTION (GANTRY)

EA-2440 SH 12 R-198 INTERCONNECTION (MAIN TROLLEY)

EA-2440 SH 13 R-199 INTERCONNECTION (MAIN TROLLEY)

EA-2440 SH 14 R-200 INTERCONNECTION (AUXILIARY TROLLEY)

EA-2440 SH 15 R-201 INTERCONNECTION (AUXILIARY TROLLEY)

EA-2440 SH 16 R-202 INTERCONNECTION (AUXILIARY TROLLEY)

EA-2440 SH 17 R-203 INTERCONNECTION (AUXILIARY TROLLEY /

AUXILIARY TROLLEY MONORAIL)

EA-2440 SH 18 R-204 INTERCONNECTION (MP1 & MP2 SUBPANEL

INTERCONNECTION)

EA-2441 SH 1 R-205 MAIN TROLLEY POWER TRACK & MONORAIL

TROLLEY FESTOON

EA-2441 SH 2 R-206 AUXILIARY TROLLEY NORTH AND SOUTH

POWER TRACK

EA-2445 SH 1 R-207 GANTRY NORTH ELEVATION CONDUIT LAYOUT

EA-2445 SH 2 R-208 GANTRY WEST ELEVATION CONDUIT LAYOUT

EA-2445 SH 3 R-209 GANTRY SOUTH ELEVATION CONDUIT LAYOUT

EA-2445 SH 4 R-210 GANTRY CONDUIT LAYOUT (AUXILIARY

TROLLEY LEVEL)

EA-2445 SH 5 R-211 GANTRY CONDUIT LAYOUT (MAIN TROLLEY

LEVEL)

EA-2445 SH 6 R-212 AUXILIARY TROLLEY CONDUIT LAYOUT

EA-2445 SH 7 R-213 MAIN TROLLEY CONDUIT LAYOUT

EA-2445 SH 8 R-214 GANTRY TRUCK CONDUIT LAYOUT

EA-2445 SH 9 R-215 CONDUIT LAYOUT DETAILS

EA-2445 SH 10 R-216 CONTROL HOUSE POWER & CONTROL CONDUIT

EA-2445 SH 11 R-217 CONDUIT DETAIL DRAWINGS (FROM SHEET

1)

EA-2445 SH 12 R-218 CONDUIT DETAIL DRAWINGS (FROM SHEET

2)

EA-2445 SH 13 R-219 CONDUIT DETAIL DRAWINGS (FROM SHEET

3)

EA-2446 SH 1 R-220 ELECTRICAL EQUIPMENT LIGHTING LAYOUT

EA-2446 SH 2 R-221 ELECTRICAL EQUIPMENT GANTRY LAYOUT

EA-2446 SH 3 R-222 ELECTRICAL EQUIPMENT MAIN TROLLEY

LAYOUT

EA-2446 SH 4 R-223 ELECTRICAL EQUIPMENT AUX. TROLLEY

LAYOUT

EA-2446 SH 5 R-224 ELECTRICAL EQUIPMENT GANTRY TRUCK

LAYOUT

IHP-1.1-5-0/2 R-225 TROLLEY DEAD END STRUCTURE

IHP-1.1-6-1A11/2 R-226 MISCELLANEOUS INSTALLATIONS SHEET 1

IHP-1.14-4-2/1 R-227 GENERAL NOTES

IHP-1.14-4-2/2 R-228 INTAKE DECK PLAN EL. 453.00 EXISTING

CONDITIONS

IHP-1.14-4-2/3 R-229 INTAKE DECK PLAN EL. 453.00 MODIFIED

CONDITION

IHP-1.14-4-2/4 R-230 PEDESTAL & MISCELLANEOUS METAL

DETAILS

IHP-1.14-4-2/5 R-231 GUY CABLE INSTALLATION

IHP-1.14-6-1A11/3 R-232 CRANE FEEDER INSTALLATION SHEET 3

PA-1905 R-233 CLEARANCE DRAWING 100 TON INTAKE

GANTRY CRANE

SKF-57-1238 R-234 MOUNTING ARRANGEMENTS ON POLES FOR

ICE HARBOR LOCK AND DAM

IHP-5.3-3-4/63 R-235 STS HANDLING EQUIPMENT LIFTING BEAM

ASSEMBLY

IHP-5.3-3-4/69 R-236 STS HANDLING EQUIPMENT LATCHING

ASSEMBLY

IHP-5.3-3-4/72 R-237 STS HANDLING EQUIPMENT LOWER BEAM

WELDMENT SHT 1

IHP-5.3-3-4/74 R-238 STS HANDLING EQUIPMENT LOWER BEAM

WELDMENT SHT 3

IHP-5.3-3-4/75 R-239 STS HANDLING EQUIPMENT LOWER BEAM

WELDMENT SHT 4

IHP-5.3-3-4-76 R-240 STS HANDLING EQUIPMENT LOWER BEAM

DETAILS SHT 1

IHP-5.3-3-4/77 R-241 STS HANDLING EQUIPMENT LOWER BEAM

DETAILS SHT 2

91-47-54 R-242 STS HANDLING EQUIPMENT LIFTING BEAM

ASSEMBLY

91-47-69 R-243 STS HANDLING EQUIPMENT LOWER BEAM,

TEMPORARY MODIFICATION

IHP-1-5-2/36 R-244 LIFTING BEAM AND INTAKE BULKHEAD

MOFIFICATION LIFTING BEAM

MODIFICATIONS

IHP-1-3-2/2 R-245 TRASH RACK AND INTAKE BULKHEAD

LIFTING BEAM

IHP-1-3-2/39 R-246 INTAKE TRASH RAKE ASSY

IHP-1-3-2/40 R-247 INTAKE TRASH RAKE FRAME DETAILS

IHP-1-3-2/41 R-248 INTAKE TRASH RAKE BED & MISC DETAILS

IHP-1-3-2/42 R-249 INTAKE TRASH RAKE MISC DETAILS

IHP-9-3-2/40 R-250 INTAKE TRASH RAKE FULL RAKE DETAIL

825-64 R-251 STS HANDLING EQUIPMENT - UPPER BEAM

WELDMENT

IHP-5.3-3-4/64 R-252 STS HANDLING EQUIPMENT - UPPER BEAM

WELDMENT

[] [] [TO COMPLETE: LIFTING LINKS AND

BRACKETS]

-- End of Document --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran Employment Information http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material ht t ps: / / duckduckgo. com/ l / ?kh=- 1&uddg=ht t ps%3A%2F%2Fwww. ebenef i t s. va. gov%2Febenef i t s- por t al %2Fdownl oads%2Fvet er ans- hi r i ng- gui de- 2014. pdf

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 CONTRACT DRAWINGS

1.4 OCCUPANCY OF PREMISES

1.5 EXISTING WORK

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

This Section provides a summary of the various Contract work elements and their relationship to each other. This Section does not provide the technical detail for particular work activities, but describes the work as a whole, providing overall perspective to the separate tasks and their interrelationships. Use this Section in conjunction with all the Specification Sections and the Drawings to establish the total work requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This Section is a general summary of the required work and is not all-inclusive. The work described within these specifications includes, but is not necessarily be limited to the following:

a. Remove crane DC motors and DC controls for: main hoist, actuating hoist, main trolley, upstream auxiliary hoist, downstream auxiliary hoist, auxiliary trolley, and gantry drives. Remove shoe type holding brakes for the trolley and gantry drives.

b. Replace specified wire rope, couplings, bearings, seals, gaskets and hardware.

c. Remove existing crane limit switches for all crane motions. Remove load cells from all hoists. Remove load cell indication from the operator's cabs.

d. Remove operator chair consoles in both the upstream cab and downstream cab. Remove heat pump units from the roof of the downstream operator's cab.

e. Remove two existing tugger hoists (air powered winches), air compressor, and associated pneumatic systems, controls, and accessories.

f. Remove existing three wire overhead conductor and collector system for the crane, reusing the intermediate conductor support poles.

g. Provide new crane function AC motors and customized PLC-based AC (variable frequency) controls: main hoist, actuating hoist, main trolley, upstream auxiliary hoist, downstream auxiliary hoist, auxiliary trolley, and gantry. Provide new motor-mounted disc brakes for the trolley and gantry drives. Provide and modify motor bases to accommodate new AC motors.

h. Provide wheel chock style storm brakes for the gantry travel trucks including custom mounts.

i. Provide new desiccant breathers for all gearboxes on the crane.

j. Perform inspections of open gears and speed reducers as specified.

k. Provide new limit switches for all crane motions. Provide a position indication system for each hoist. Provide new load cells, associated equipment, and indication in the form of HMIs in both cabs and in the control house.

l. Provide new operator chair consoles for both the upstream cab and downstream cab. Provide new heat pump units for the upstream and downstream operator's cab.

m. Provide a new radio control system for the crane.

n. Provide a general purpose horn and crane operation warning lights for the crane. Provide a wind speed indicator (anemometer) for the crane.

o. Fully integrate new crane electrical systems with existing crane power and auxiliary circuits.

p. Provide a new four wire overhead conductor and collector system for the crane reusing the existing intermediate conductor support poles.

Perform analysis on the existing dead end poles to determine adequacy for provided new conductor system. Provide modifications to the conductor dead end pole structures as needed.

q. Provide two new tugger hoists that are an electric winch type located in the main trolley with associated controls.

r. Provide two jib hoists to be used for maintenance purposes on the crane; one located on the auxiliary trolley and one located on the main trolley.

s. Provide fall protection equipment including new handrails, anchor points, and safety swing gates.

t. Provide operational testing and load testing at the conclusion of rehabilitation work.

u. Perform analysis, inspections, load testing and certification of specified below-the-hook lifting devices.

v. Provide as-built drawings, operations manual, training, and operations and maintenance manual, and spare parts as specified.

1.2.2 Location

The work shall be located at Ice Harbor Lock and Dam, Walla Walla County.

1.3 CONTRACT DRAWINGS

a. The Drawings that accompany these Specifications are a part thereof.

b. One set of full size Contract drawings, maps, and Specifications will be furnished to the Contractor without charge per Section 00700 Contract Clause 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS.

Reference publications will not be furnished.

c. Contractor must immediately check furnished Drawings and notify the Government of any discrepancies.

1.4 OCCUPANCY OF PREMISES

a. Buildings will be occupied during performance of work under this Contract.

b. Before work is started, the Contractor must arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 EXISTING WORK

In addition to Section 00700 Contract Clause 52.236-9, PROTECTION OF

EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portion of the existing work to remain.

b. Upon completion of the work, repair or replace portions of existing work, which have been damaged by Contractor's operations, to preconstruction conditions at the expense of the Contractor.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.5 EQUIPMENT LIST

1.6 TESTING OF EQUIPMENT

1.7 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.9 PRE-WORK AND POST WORK SURVEYS

1.10 PROJECT SUPERINTENDENT

1.11 KEY PERSONNEL SUBSTITUTION

1.12 POST AWARD MEETINGS

1.12.1 Pre-Work Meeting

1.12.2 Pre-Construction Meeting

1.12.2.1 Minutes

1.12.2.2 Demobilizing And Remobilizing

1.13 WEEKLY PRODUCTION MEETINGS

1.13.1 Minutes

1.14 ADDITIONAL MEETINGS

1.15 PARTNERING

1.15.1 General

1.15.2 Partnering Meetings

1.16 RED ZONE MEETING

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

-- End of Section Table of Contents --

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the most current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment List ; I C

Pre-Work Survey Photos And Report; I C

Project Superintendent ; I C

SD-07 Certificates

Key Personnel Substitution ; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

Any deviations shall be updated as per SECTION 01 78 00.00 28 , CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

1.4 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers. All small waste containers provided by the contractor shall be emptied daily, large bin containers shall be emptied when full or once a week.

1.5 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. Submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.6 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.7 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.9 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer (KO), of the Government facilities at the work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the KO within five (5) days after survey has been completed.

1.10 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent shall be on the worksite during performance of work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.11 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the KO. Personnel shall possess the qualifications that meet or exceed those stated in this contract for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.12 POST AWARD MEETINGS

1.12.1 Pre-Work Meeting

Within Thirty (30) calendar days after receipt of Notice to Proceed, attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting and take the meeting minutes.

1.12.2 Pre-Construction Meeting

Coordinate with the KO and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site. Lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.12.2.1 Minutes

Contractor is responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.12.2.2 Demobilizing And Remobilizing

Anytime the Contractor demobilizes from the site and remobilizes at a later date, another Pre-Construction Meeting shall be held and shall follow the requirements listed above.

1.13 WEEKLY PRODUCTION MEETINGS

During all fabrication and onsite construction work, hold a weekly production meeting to brief the Government on the status of the project.

a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.

b. Provide a three (3) week 'look ahead'.

1. Describe all planned construction activities, on-site and off-site over the next three (3) weeks.

2. ENSURE these activities align to the overall construction SCHEDULE submitted under SECTION 01 32 01.00 28 PROJECT SCHEDULE.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

c. Key members of the Contractor's staff including the Quality Control System Manager and the SITE SAFETY AND HEALTH OFFICER shall attend.

d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL.

e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.

f. Submit each meeting agenda to the COR 24 hours prior to the meeting.

1.13.1 Minutes

The Contractor shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.14 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the KO for concurrence. E-mail subject line shall include project name and meeting topic.

1.15 PARTNERING

1.15.1 General

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors by informally partnering this contract. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance with the intent to achieve a safe completion of the work - within budget, on schedule, and in accordance with plans and specifications. This partnership would be bilateral in makeup and participation will be totally voluntary. If Partnering is pursued, meetings would be held as identified in the following paragraph.

1.15.2 Partnering Meetings

Within 30 calendar days of receipt of Notice to Proceed, the initial partnering meeting will be scheduled if the meeting is requested by the Contractor. The Contractor's key personnel will attend a face-to-face partnering meeting (typically one day in duration) together with key Government personnel, to discuss project goals and communication.

Follow-up meetings will be held periodically, as required, throughout the duration of the contract, as agreed to by the Contractor and the Government.

1.16 RED ZONE MEETING

Within one (1) month of completing the project or when the project is 80 percent completed, the Contractor shall set up and lead a Red Zone meeting. The Contractor shall contact the Contracting Officer to Schedule this meeting. The Government’s representative will include the Contracting Officer, key personnel from the Project, Project Engineer, Quality Assurance Representative, and Resident Engineer. The key people from the Contractor shall be, at a minimum, the Project Superintendent, Quality Control System Manager, Scheduler, key subcontractors personnel, and Project Manager.

The purpose of this meeting is to develop an overall schedule for all activities required by both the Government and Contractor and to complete the project through commissioning and final acceptance. The Government will come prepared with all their activities, key dates, and durations for all work required by the Government to complete the project. The Contractor shall provide the same information for all of their activities. The Contractor’s scheduler shall input all of this information into the Contractor’s project schedule during the meeting.

This schedule shall be updated weekly, or as needed, based on the information from the weekly production meetings for both the Government and Contractor activities.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

Required over the next week Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT SECURITY

1.2.1 Vehicle Access

1.2.2 Identification of Employees

1.2.3 Delivery of Equipment

1.2.4 Ice Harbor Badging

1.3 DELIVERY OF EQUIPMENT

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

1.6 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the most current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.

1.2.1 Vehicle Access

Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.2.2 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. Complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the Contracting Officer (KO) at least five (5) business days prior to the employee arrival to work on the Project site and upon issuance of official badges, shall be responsible for requiring each employee engaged on the work to display identification at all times. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the KO, employees will be photographed by the Government. Employees who fail to submit to photographing will not be allowed on the project site.

Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhats shall display the Prime

Contractor name, subcontractor name, and the employee's name. Contractor employee hardhats shall not be white with red markings. It shall be the responsibility of the Project Superintendent to enforce this requirement.

1.2.3 Delivery of Equipment

Contractor is responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.

1.2.4 Ice Harbor Badging

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. All employees that will need access to the secured area shall have ID badges. Complete the Security Badge Form (attached to the end of this SECTION), submit the completed form to the KO 48 hours prior to the employee arriving to work on the project site. Furnish initial identification (driver's license) for each employee, requiring ID badges, and upon issuance of official badges, requiring each employee that enters the secured areas to have the Government furnished ID badge on them and displayed above their waist.

All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the KO, employees will be photographed by the Government. Employees who fail to submit to photographing will not be allowed on the Project site."

1.3 DELIVERY OF EQUIPMENT

Contractor shall be responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.

1.4 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the KO.

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.5.2 Government's Work Schedule

a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday. A powerhouse operator is at the site 24 hours a day, 7 days a week, including Federal holidays but is not available to assist the Contractor.

b. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the KO at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

1.6 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds will not be given to the Contractor if camping at these sites.

The Contractor's crew may not use Government parking lots near the Ice Harbor Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 Biographical Information Submittal

1.4 AT LEVEL 1 TRAINING

1.5 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.6 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING (iWATCH, CORPS Watch, or

See Something, Say Something)

1.8 EMPLOYEE ESCORT

1.9 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

1.10 THREAT AWARENESS REPORTING PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.

This contract requires access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location where on-site work is performed by Contractor employees. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project.

1.1 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.

U.S. ARMY (DA)

AR 190-13 (2011) The Army Physical Security Program

AR 381-12 (2010) Threat Awareness and Reporting Program

Army Directive 2014-05 (2014) Policy and Implementation Procedures…