Solicitation_Attachment1.pdf

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®of Engineers

US Army Corps

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R of Engineers

US Army Corps

Solicitation: W912P9-17-R-XXXX

Contract: W912P9-XX-X-XXXX

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WAPPAPELLO LAKE

SEPTEMBER 2017

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ST. FRANCIS RIVER

WAPPAPELLO, MISSOURI

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MOTOR AND BRAKE REHABILITATION

CONTROL GATE HOIST

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GENERAL

TITLESHT

G-001 COVER SHEET

G-003

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

BREAK LINE, MATERIAL

TO CONTINUE

REVISION CLOUD

REVISION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

X-XXX

NOT USED ON SHEET

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

GENERAL SYMBOLS

KEYNOTE

KEYNOTE

GENERAL NOTESINDEX OF DRAWINGS

ABBREVIATIONS

M-001

NORTH ARROW

INDICATES TRUE NORTH

N

LIMITS OF WORK

FILL

CUT

ROADS

LEVEE CENTERLINE

WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

RIVERSIDERS

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDSIDELS

LONGLG

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

PROJECT LOCATION AND VICINITY MAP

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INDEX, GENERAL SYMBOLS, GENERAL NOTES & ABBREVIATIONS

ORDER AND COORDINATION OF WORK

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MECHANICAL

AUTHORIZED BY THE CONTRACTING OFFICER.

F. WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS UNLESS SPECIFICALLY

TESTS PRIOR TO TAKING THE NEXT CONTROL GATE OUT OF SERVICE.

CONTRACTOR MUST COMPLETE THE INSTALLATION AND FINAL ACCEPTANCE

E. ONLY ONE GATE SHALL BE TAKEN OUT OF SERVICE AT A TIME. THE

MACHINERY PRIOR TO REMOVAL.

CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISCONNECTIONS OF THE

D. THE CRANE SHALL BE OPERATED BY LAKE PROJECT PERSONNEL ONLY. THE

PERFORMANCE, AND WHICH SATISFIES THE REQUIREMENTS LISTED BELOW.

PROJECT WILL BE ACCOMPLISHED WITHIN THE REQUIRED PERIOD OF

INDICATES THE SEQUENCE OF ALL ACTIVITIES, INDICATES HOW ALL WORK ON THE

C. THE CONTRACTOR SHALL PRODUCE A PROJECT SCHEDULE WHICH CLEARLY

JUSTUN.G.BUCHANAN@USACE.ARMY.MIL

573-222-8562

MR. JUSTUN BUCHANAN

DOUGLAS.A.NICHOLS@USACE.ARMY.MIL

573-222-8562

MR. DOUGLAS NICHOLS

WAPPAPELLO LAKE CONTRACT CONTACTS

THE PROJECT OFFICE AT THE CONTACT INFORMATION PROVIDED BELOW:

CONTRACTOR SHALL ALSO COORDINATE ACCESS INTO THE GATE HOUSE WITH

EIGHT HOURS ADVANCE NOTICE PRIOR TO COMMENCEMENT OF ANY WORK. THE

B. THE CONTRACTOR SHALL PROVIDE THE PROJECT OFFICE A MINIMUM OF FORTY

PROJECT OFFICE.

A. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE

PARAGRAPHS:

SEQUENCE AS DESIRED SUBJECT TO COMPLIANCE WITH THE FOLLOWING

THE CONTRACTOR MAY START AND COMPLETE THE WORK IN SUCH ORDER AND

WAPPAPELLO GATE HOUSE PLAN

CONTROL GATE HOIST MACHINERY

THE CONTRACTOR'S EXPENSE.

NEGLIGENCE. THE DAMAGE SHALL BE REPAIRED AT

EXISTING UTILITIES CAUSED BY THE CONTRACTOR'S

3. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY

SERVICE AT ANY GIVEN TIME.

2. ONLY ONE CONTROL GATE SHALL BE TAKEN OUT OF

FOR THE PICKUP, DELIVERY, AND RE-INSTALLATION.

UNCOUPLING, RE-MOUNTING, AND RE-COUPLING NECESSARY

1. CONTRACTOR RESPONSIBLE FOR ALL DISMOUNTING,

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LEGEND

PROJECT

LOCATION

DISTRICT BOUNDARIES

L/D

L/D

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SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

KY

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

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LAKE

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PROJECT LOCATION MAP

SCALE 1" = 3000'

C4

VICINITY MAP

SCALE: NTS

0 3000' 6000'

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.d g nMACHINERY (#1)

NORTH GATE HOISTMACHINERY (#2)

CENTRAL GATE HOIST

MACHINERY (#3)

SOUTH GATE HOIST

WITH INTEGRAL FUEL TANK

150 KW DIESEL GENERATOR

75 TON OVERHEAD CRANE

MCC

B1

GATE HOUSE PLAN

" = 1'-0"4

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SHEET KEYNOTES

GENERAL NOTES

GATE MOTOR

HOLDING BRAKE

SOLENOID OPERATED

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BEFORE THE CONTRACTOR PERFORMS WORK.

4. PROJECT PERSONNEL TO REMOVE ENCLOSURES

SYSTEM AS THE MACHINERY.

SANDBLASTED/REPAINTED WITH THE SAME COATING

3. BASEPLATES TO BE REMOVED WITH MACHINERY AND

EACH GEAR TOOTH.

MINIMUM OF 80% CONTACT ACROSS THE FACE OF

OF THE GEARS SHALL BE TESTED AND PROVIDE A

2. CLEAN AND REGREASE PINION GEAR. THE ALIGNMENT

1. CLEAN AND REGREASE DRIVEN GEAR.

ACTIVITIES BEGIN.

A MINIMUM OF 48 HOURS NOTICE BEFORE ANY WORK

5. COORDINATE ALL WORK WITH PROJECT PERSONNEL. GIVE

APPLICABLE SPECIFICATIONS.

SSPC/NACE 6 AND PAINT WITH SSPC PAINT 41. FOLLOW

4. PARTS MAY CONTAIN LEAD PAINT. CLEAN TO

THE CRANE FOR REMOVAL OF THE MOTOR AND BRAKE.

3. PROJECT PERSONNEL WILL BE ON SITE TO OPERATE

REINSTALLATION.

REMOVAL TO PROPERLY REALIGN PARTS DURING

2. TAKE ALL NECESSARY MEASUREMENTS BEFORE

BASEPLATES AS DESCRIBED IN THE THE SPECIFICATIONS.

1. REHABILITATE MOTOR, BRAKE, PINION GEAR, AND

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