H01-18-R-0035-General_Drawings.pdf

LEGEND

PROJECT

LOCATION

DISTRICT BOUNDARIES

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SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

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SHELBYVILLE

ST.CHARLES

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SHELBY COUNTY, ILLINOIS

SHELBYVILLE RESERVOIR

SHELBYVILLE MAIN DAM PAINTING

JULY 2018

ST. LOUIS DISTRICT

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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W912P9-18-R-0035

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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

DESIGNATION

INTERIOR ELEVATION### ##

BREAK LINE, MATERIAL

TO CONTINUE

REVISION CLOUD

NORTH ARROW

REVISION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

X-XXX

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

NOT USED ON SHEET

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

CONCRETE

EARTH

STEEL

INDICATES TRUE NORTH

INDICATES PLAN NORTH

GENERAL SYMBOLS

MATERIAL SYMBOLS

ABBREVIATIONS

NORTH

PLAN WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

RIVERWARDR/W

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDWARDL/W

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

ABOVE FINISH FLOORAFF

KEYNOTE

KEYNOTE

GENERAL NOTES

FOR CONSTRUCTION

EL. 605.2 (APPROX.) TOP OF STOP LOGS:

EL. 593.0 SPILLWAY CREST:

EL. 626.5 - EL. 630.5 SURCHARGE:

EL. 599.7 - EL. 626.5 FLOOD POOL:

EL. 573.0 - EL. 599.7 JOINT USE:

EL. 599.7 SUMMER POOL:

EL. 594.0 WINTER POOL:

2. PERTINENT WATER LEVELS

BRIDGE GIRDERS AND CROSSBEAMS.

FURNISH ALL EQUIPMENT, LABOR AND MATERIALS REQUIRED FOR DELEADING, CONTAINMENT, SANDBLASTING, CLEANING AND PAINTING OF THE SPILLWAY

OPTIONAL SPILLWAY BRIDGE GIRDERS AND CROSSBEAMS

SANDBLASTING, CLEANING AND PAINTING OF THE STOP LOGS AND PICKUP BEAM.

FURNISH ALL EQUIPMENT, LABOR AND MATERIALS REQUIRED FOR REPLACING STOP LOG SEAL AND ATTACHMENT BOLTS AND FOR CONTAINMENT, OPTIONAL STOP LOGS AND PICKUP BEAM

REPAIR. REMOVE AND REPLACE GATE SEALS AND SEAL ATTACHMENT BOLTS AS IDENTIFIED IN THE FIELD AS REQUIRING REPLACEMENT.

REVEALED DEFICIENCIES IN THE WELDS. ADJACENT TO THE BOTTOM GATE SEAL ASSEMBLY, PERFORM REPAIRS TO RIBS IDENTIFIED IN THE FIELD AS REQUIRING

NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM REPAIRS TO STRUT-GIRDER CONNECTIONS WHERE NONDESTRUCTIVE TESTING

WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM REPAIRS TO STRUT BRACING CONNECTIONS AT LOCATIONS WHERE

REPAIRS AT LOCATIONS WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM STRUT-TO-TRUNNION HUB REPAIRS AT LOCATIONS

KNEE BRACES NOT SPECIFICALLY IDENTIFIED ON THE CONTRACT DRAWINGS BUT IDENTIFIED IN THE FIELD AS NEEDING REPLACEMENT. PERFORM STRUT SPLICE

PERFORM IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, AS DIRECTED BY THE CONTRACTING OFFICER: FABRICATE AND INSTALL ADDITIONAL

AND REMOVE DEBRIS PER THE SPECIFICATIONS.

AND ENDS OF TRUNNION PINS AS NOTED IN CONSTRUCTION DOCUMENTS. INSTALL NEW ANODES. THIS WORK WILL BE COMPLETED IN PLACE. CONTAIN

AND KNEE BRACES; STRUT BRACES AND ALL OTHER BRACING MEMBERS; CABLE CONNECTIONS AND WEARING PLATES; TRUNNION HUBS AND YOKES

OF THE THIRD TAINTER GATE, INCLUDING UPSTREAM AND DOWNSTREAM FACES OF THE SKIN PLATE; RIBS; GIRDERS, STRUT ARMS, STRUT BASE PLATES

REMOVE AND REPLACE ALL BOLTS AT THE STRUT-GIRDER CONNECTIONS AS IDENTIFIED ON THE CONTRACT DRAWINGS. CLEAN AND PAINT ALL SURFACES

BY BLAST CLEANING. REMOVE AND REPLACE DAMAGED KNEE BRACES AT THE STRUT-GIRDER CONNECTIONS AS IDENTIFIED ON THE CONTRACT DRAWINGS.

OFFICER. REMOVE EXISTING ANODES AND STUDS ON THE UPSTREAM FACE. INSTALL NEW STEEL STUDS FOR ANODES. REMOVE EXISTING VINYL PAINT

PERFORM PAINTING AND REPAIR OPERATIONS ON THE THIRD GATE. THIS PARTICULAR GATE OF THE THREE WILL BE IDENTIFIED BY THE CONTRACTING

OPTIONAL THIRD GATE

REPAIR. REMOVE AND REPLACE GATE SEALS AND SEAL ATTACHMENT BOLTS AS IDENTIFIED IN THE FIELD AS REQUIRING REPLACEMENT.

REVEALED DEFICIENCIES IN THE WELDS. ADJACENT TO THE BOTTOM GATE SEAL ASSEMBLY, PERFORM REPAIRS TO RIBS IDENTIFIED IN THE FIELD AS REQUIRING

NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM REPAIRS TO STRUT-GIRDER CONNECTIONS WHERE NONDESTRUCTIVE TESTING

WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM REPAIRS TO STRUT BRACING CONNECTIONS AT LOCATIONS WHERE

REPAIRS AT LOCATIONS WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM STRUT-TO-TRUNNION HUB REPAIRS AT LOCATIONS

KNEE BRACES NOT SPECIFICALLY IDENTIFIED ON THE CONTRACT DRAWINGS BUT IDENTIFIED IN THE FIELD AS NEEDING REPLACEMENT. PERFORM STRUT SPLICE

PERFORM IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, AS DIRECTED BY THE CONTRACTING OFFICER: FABRICATE AND INSTALL ADDITIONAL

AND REMOVE DEBRIS PER THE SPECIFICATIONS.

AND ENDS OF TRUNNION PINS AS NOTED IN CONSTRUCTION DOCUMENTS. INSTALL NEW ANODES. THIS WORK WILL BE COMPLETED IN PLACE. CONTAIN

AND KNEE BRACES; STRUT BRACES AND ALL OTHER BRACING MEMBERS; CABLE CONNECTIONS AND WEARING PLATES; TRUNNION HUBS AND YOKES

OF THE SECOND TAINTER GATE, INCLUDING UPSTREAM AND DOWNSTREAM FACES OF THE SKIN PLATE; RIBS; GIRDERS, STRUT ARMS, STRUT BASE PLATES

REMOVE AND REPLACE ALL BOLTS AT THE STRUT-GIRDER CONNECTIONS AS IDENTIFIED ON THE CONTRACT DRAWINGS. CLEAN AND PAINT ALL SURFACES

BY BLAST CLEANING. REMOVE AND REPLACE DAMAGED KNEE BRACES AT THE STRUT-GIRDER CONNECTIONS AS IDENTIFIED ON THE CONTRACT DRAWINGS.

OFFICER. REMOVE EXISTING ANODES AND STUDS ON THE UPSTREAM FACE. INSTALL NEW STEEL STUDS FOR ANODES. REMOVE EXISTING VINYL PAINT

PERFORM PAINTING AND REPAIR OPERATIONS ON THE SECOND GATE. THIS PARTICULAR GATE OF THE THREE WILL BE IDENTIFIED BY THE CONTRACTING

OPTIONAL SECOND GATE

IN THE FIELD AS REQUIRING REPLACEMENT.

REPAIRS TO RIBS IDENTIFIED IN THE FIELD AS REQUIRING REPAIR. REMOVE AND REPLACE GATE SEALS AND SEAL ATTACHMENT BOLTS AS IDENTIFIED

AT LOCATIONS WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. ADJACENT TO THE BOTTOM GATE SEAL ASSEMBLY, PERFORM

REPAIRS AT LOCATIONS WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM REPAIRS TO STRUT BRACING CONNECTIONS

STRUT SPLICE REPAIRS AT LOCATIONS WHERE NONDESTRUCTIVE TESTING REVEALED DEFICIENCIES IN THE WELDS. PERFORM STRUT-TO-TRUNNION HUB

KNEE BRACES NOT SPECIFICALLY IDENTIFIED ON THE CONTRACT DRAWINGS BUT IDENTIFIED IN THE FIELD AS REQUIRING REPLACEMENT. PERFORM

PERFORM IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AS DIRECTED BY THE CONTRACTING OFFICER: FABRICATE AND INSTALL ADDITIONAL

OPTIONAL FIRST GATE

IN CONSTRUCTION DOCUMENTS. INSTALL NEW ANODES. THIS WORK WILL BE COMPLETED IN PLACE. CONTAIN AND REMOVE DEBRIS PER THE SPECIFICATIONS.

AND ALL OTHER BRACING MEMBERS; CABLE CONNECTIONS AND WEARING PLATES; TRUNNION HUBS AND YOKES AND ENDS OF TRUNNION PINS AS NOTED

INCLUDING UPSTREAM AND DOWNSTREAM FACES OF THE SKIN PLATE; RIBS; GIRDERS, STRUT ARMS, STRUT BASE PLATES AND KNEE BRACES; STRUT BRACES

ALL BOLTS AT THE STRUT-GIRDER CONNECTIONS AS IDENTIFIED ON THE CONTRACT DRAWINGS. CLEAN AND PAINT ALL SURFACES OF THE FIRST TAINTER GATE, REMOVE AND REPLACE DAMAGED KNEE BRACES AT THE STRUT-GIRDER CONNECTIONS AS IDENTIFIED ON THE CONTRACT DRAWINGS. REMOVE AND REPLACE

EXISTING ANODES AND STUDS ON THE UPSTREAM FACE. INSTALL NEW STEEL STUDS FOR ANODES. REMOVE EXISTING VINYL PAINT BY BLAST CLEANING.

AND REPAIR OPERATIONS ON THE FIRST GATE. THIS PARTICULAR GATE OF THE THREE WILL BE IDENTIFIED BY THE CONTRACTING OFFICER. REMOVE

PERFORM NONDESTRUCTIVE TESTING OF SELECTED AREAS OF ALL THREE GATES AS IDENTIFIED IN THE PLANS AND SPECIFICATIONS. PERFORM PAINTING

BASE CONTRACT: NONDESTRUCTIVE TESTING OF THREE GATES, PAINTING AND REPAIR OF FIRST GATE

1. DESCRIPTION OF WORK - SEE ALSO SHEETS S-201 THROUGH S-204 AND S-501 THROUGH S-512.