W912QR41992386_CorrFinal_Plans-0000.pdf

PDF 43 MB Posted Aug 22, 2024

Attached to: Markland Locks and Dam Auxiliary Miter Gate Rehab
Solicitation number: W912QR-41992386
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Aug 22, 2024

This document appears to be the final corrected set of plans for the Markland Locks and Dam Auxiliary Miter Gate Rehab project, which is a solicitation under a MATOC contract vehicle with the U.S. Army Corps of Engineers, Louisville District. The project involves the rehabilitation of the auxiliary miter gates at the Markland Locks and Dam. The solicitation number is W912QR-41992386, and the agency responsible is the Department of the Army Corps of Engineers, Louisville District. The document likely contains detailed technical specifications, drawings, and other information necessary for contractors to submit proposals for this project.

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File	Type	Posted
W912QR-41992386_CERTFinal_Plans-0001.pdf	PDF	Sep 5, 2024
W912QR-41992386_CERTFinal_Specs_Vol2-0001.pdf	PDF	Sep 5, 2024
W912QR41992386_CorrFinal_Specs-0000.pdf	PDF	Aug 22, 2024

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SIGNATURES BELOW INCLUDE DESIGNERS

AND CHECKERS ON ALL SHEETS INCLUDED

IN THE FOLLOWING DRAWING SET.

STRUCTURAL

DESIGNER: FIRST NAME LAST NAME

CHECKER: FIRST NAME LAST NAME

** THIS PROJECT WAS DESIGNED BY THE

U.S. ARMY CORPS OF ENGINEERS,

LOUISVILLE DISTRICT.

INDIVIDUALS WHOSE SIGNATURES AND

REGISTRATION DESIGNATIONS APPEAR ON

THESE DOCUMENTS ARE OPERATING

WITHIN THE SCOPE OF THEIR

EMPLOYMENT. SIGNATURES ARE

REQUIRED BY ER 1110-1-8152.

MICHAEL KRISTOFECK, PE

TECHNICAL LEAD

CHIEF, ENGINEERING DIVISION

IAN F. MITCHELL, PE

SIGNATURES AFFIXED BELOW INDICATE

OFFICIAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET.

APPROVAL RECOMMENDED: *

*APPROVAL RECOMMENDED SIGNATURE

INDICATES DESIGN AND QUALITY

CONTROL REVIEWS ARE COMPLETE,

INCLUDING ITR/ATR CERTIFICATION.

APPROVED: **

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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LOUISVILLE DISTRICT

JUNE 2024

OHIO RIVER - MARKLAND LOCKS AND DAM

MARKLAND AUX CHAMBER MITER GATE REPAIR

P2 513961

VICINITY MAP

SHEET INDEX

SHEET NO. SHEET NAME COLOR PRINT

G-001 COVER SHEET

G-002 GENERAL NOTES & ABBREVIATIONS

G-003 GENERAL SITE PLAN & CONTRACTOR'S WORK LIMITS ***

C-001 UNWATERING PLAN OF LOCK ***

C-002 MAINTENANCE BULKHEAD SETTING SCHEMATIC

C-003 UNWATERING PHOTOS ***

C-010 CLEANING EXISTING MITER GATE OF DEBRIS ***

C-011 CLEANING EXISTING CULVERT VALVES OF DEBRIS ***

C-020 EXISTING MITER GATE SILL REPLACEMENT ***

C-021 EXISTING DAMAGED UPSTREAM MITER GATE SEAL PHOTOS ***

C-022 EXISTING DAMAGED DOWNSTREAM MITER GATE SEAL PHOTOS ***

C-023 EXISTING DAMAGED DOWNSTREAM MITER GATE SILL EMBEDDED METALS PHOTOS ***

C-024 MITER GATE SEAL AND MITER GATE SILL EMBEDDED METALS NEW ***

C-030 MITER GATE V-BLOCK ADJUSTMENT ***

C-040 REMOVAL AND REPLACEMENT OF EXISTING DAMAGED MITER GATE FENDERS (OPTION 1) ***

C-050 WELD REPAIR OF EXISTING HYDRAULIC STEEL STRUCTURES (OPTION 2)

C-090 INSTALLATION OF DAM SAFETY SIGNS (OPTION 6) ***

S-909 EXISTING CULVERT VALVE RECESS DETAILS

S-910 EXISTING MAINTENANCE BULKHEAD RECESS DETAILS

S-911 EXISTING CULVERT BULKHEAD DETAILS (SHEET 1 OF 2)

S-912 EXISTING CULVERT BULKHEAD DETAILS (SHEET 2 OF 2)

S-913 EXISTING CULVERT BULKHEAD RECESS SEALING DIAPHRAGM DETAILS

S-920 EXISTING MITER GATE SEAL DETAILS (SHEET 1 OF 2) ***

S-921 EXISTING MITER GATE SEAL DETAILS (SHEET 2 OF 2) ***

S-922 EXISTING AUX CHAMBER MITER GATE SEAL (SHEET 1 OF 2) ***

S-923 EXISTING AUX CHAMBER MITER GATE SEAL (SHEET 2 OF 2) ***

S-930 EXISTING MITER GATE V-BLOCK DETAILS

ARIMS: 1200 Disposition: Permanent

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22 August 2024

W912QR-41992386

US Army Corps of Engineers ®

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10.

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STRUCTURAL GENERAL NOTES

GENERAL NOTES SHALL APPLY UNLESS NOTED OTHERWISE IN THE CONTRACT

DOCUMENTS, INCLUDING PLANS, SPECS OR DETAILS. USE TYPICAL DETAILS WHERE

APPLICABLE.

THE CONTRACTOR MUST REPLACE, AT THEIR OWN EXPENSE, ANY ITEM NOT

SPECIFICALLY INDICATED FOR REMOVAL THAT IS DAMAGED OR DESTROYED BY

THEIR OPERATIONS.

DO NOT SCALE THE DRAWINGS.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND LOCATE UTILITY

CONDUITS AND REINFORCING IN THE FIELD PRIOR TO CONSTRUCTION. REFER TO

AS-BUILTS. REPORT DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO

BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

DETAILS NOT SPECIFICALLY INDICATED SHALL BE SIMILAR TO DETAILS SHOWN FOR

SIMILAR CONDITIONS.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF PERSONS

AND PROPERTY DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS TO

CONSTRUCT THE STRUCTURE, INCLUDING, BUT NOT LIMITED TO, VERIFICATION OF

LOAD CAPACITY OF THE STRUCTURE, NEW OR EXISTING, TO SUPPORT

CONSTRUCTION ACTIVITIES, EQUIPMENT, ETC. AND LIMITING THE AMOUNT OF

CONSTRUCTION LOAD IMPOSED ON THE STRUCTURAL SYSTEM, EXCEPT AS

OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. CONSTRUCTION LOADS SHALL

NOT EXCEED THE DESIGN CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS

ARE IMPOSED. DAMAGE TO THE STRUCTURE CAUSED BY CONSTRUCTION

ACTIVITIES SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT. TEMPORARY CONSTRUCTION MATERIAL SHALL REMAIN THE

PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP

DRAWINGS. SHOP DRAWINGS SHALL BE CHECKED, APPROVED, AND STAMPED BY A

PROFESSIONAL ENGINEER PRIOR TO SUBMISSION.

EXISTING CONSTRUCTION SHOWN IS BASED ON EXISTING CONSTRUCTION

DOCUMENTS, GENERAL CONSTRUCTION PRACTICE, AND FIELD OBSERVATIONS AND

IS NOT GUARANTEED TO BE TRUE OR EXACT. THE CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING CONDITIONS RELEVANT PRIOR TO CONSTRUCTION.

USE MOST RECENT VERSION OF REFERENCED AMERICAN SOCIETY FOR TESTING

AND MATERIALS (ASTM) STANDARD UNLESS SPECIFIED OTHERWISE IN THE

REFERENCED UFC, IBC, OR OTHER REFERENCED REQUIREMENT/SPECIFICATIONS.

VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT

DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

AFFECTED.

GOVERNING CODES:

EM 1110-2-2104 STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC

STRUCTURES

AISC MANUAL OF STEEL CONSTRUCTION, FIFTEENTH EDITION

ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

AND COMMENTARY"

AWS D1.1 STRUCTURAL WELDING CODE

EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS MANUAL

PTI TAB.1-06: POST-TENSIONING MANUAL, SIXTH EDITION

DEMOLITION

CONTROL DUST RESULTING FROM DEMOLITION TO PREVENT THE SPREAD OF DUST

AND AVOID CREATION OF A NUISANCE IN THE SURRONDING AREA. DO NOT USE

WATER WHEN IT WILL RESULT IN, OR CREATE, HAZARDOUS OR OBJECTIONABLE

CONDITIONS SUCH AS ICE, FLOODING, OR POLLUTION.

UNDAMAGED REINFORCEMENT IS TO BE PROTECTED. REINFORCEMENT EXPOSED

BEFORE CONSTRUCTION ACTIVITIES IS TO BE CLEANED BY AIR BLASTING.

REINFORCEMENT EXPOSED DURING CONSTRUCTION IS TO BE COATED WITH A RUST

INHIBITOR.

WASTE WATER DISPOSAL

THE METHOD USED IN DISPOSING OF WASTE WATER EMPLOYED IN CUTTING, WASHING, AND

RINSING OF CONCRETE SURFACES SHALL BE SUCH THAT THE WASTE WATER DOES NOT

STAIN, DISCOLOR, OR AFFECT EXPOSED SURFACES OF THE STRUCTURES, OR DAMAGE THE

ENVIRONMENT OF THE PROJECT AREA.

ABBREVIATIONS

APPROX = APPROXIMATELY

B/ = BOTTOM

CL = CENTERLINE

CONC = CONCRETE

COR = CONTRACTING OFFICER'S REPRESENTATIVE

CORR = CORROSIVE

CLR = CLEAR

HORZ = HORIZONTAL

HSS = HYDRAULIC STEEL STRUCTURES

ELEV = ELEVATION

EXIST = EXISTING

ICC =INTERNATIONAL CODE COUNCIL

LLH = LONG LEG HORIZONTAL

OAL = OVERALL LENGTH

OC = ON CENTER

OPNG = OPENING

PL = PLATE

PLCS = PLACES

SIM =SIMILAR

SPA = SPACING

T/ = TOP

TYP = TYPICAL

VERT = VERTICAL

W/ = WITH

10.

11.

12.

CONCRETE GENERAL NOTES

ALL REPLACEMENT CONCRETE UNDER THIS CONTRACT SHALL BE

CONSIDERED STRUCTURAL CONCRETE.

STRUCTURAL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM WITH

THE AMERICAN CONCRETE INSTITUTE (ACI) 2014 "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318), 2014

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 303), AND 2004 "ACI

DETAILING MANUAL" (ACI SP-66), EXCEPT AS OTHERWISE REQUIRED BY THE US

ARMY CORPS OF ENGINEERS ENGINEERING MANUAL (USACE EM) 1110-2-2104

"STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES".

CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:

5000 PSI WITH A MAXIMUM WATER/CEMENT RATIO = 0.45 AND WITH AN

ENTRAINED AIR ADMIXTURE CONFORMING WITH ASTM C260 FOR ALL

CONCRETE PERMANENTLY EXPOSED TO THE WEATHER. THE AMOUNT OF

ENTRAINED AIR SHALL BE 6% +/- 1%.

CALCIUM CHLORIDE SHALL NOT BE PERMITTED NOR SHALL ANY ADMIXTURE

CONTAINING CALCIUM CHLORIDE BE PERMITTED.

CONCRETE SHALL CONTAIN POLYPROPYLENE FIBERS TO CONTROL CRACKING

AT SURFACE. THE VOLUME OF FIBERS SHALL BE BETWEEN 0.1% TO 0.5% OF

CONCRETE VOLUME.

PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN A CONCRETE

SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 7".

ALL CONCRETE SHALL CONTAIN A WATER REDUCING ADMIXTURE

CONFORMING TO ASTM C494, TYPE A, F OR G.

CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1.5 HOURS AFTER

WATER HAS BEEN ADDED TO THE CEMENT AND AGGREGATES. ADDITION OF

WATER TO THE MIX AT THE PROJECT SITE WILL NOT BE ALLOWED. ALL WATER

MUST BE ADDED AT THE BATCH PLANT. CHEMICAL ADMIXTURES FOR USE IN

PRODUCING FLOWING CONCRETE MUST CONFORM TO ASTM C1017/C1017M.

STRUCTURAL CONCRETE DENSITY SHALL BE NORMALWEIGHT UNLESS NOTED

OTHERWISE.

PROVIDE SUPPORTS FOR REINFORCEMENT AND EMBEDMENTS AS NEEDED.

PROVIDE 1" CHAMFER AT EXPOSED CONCRETE EDGES OR WHERE CHAMFER

IS INDICATED.

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 03 30 00.

CONTRACTOR ACCESS

CONTRACTOR ACCESS VIA LAND WILL BE AT THE MAIN GATE.

CONTRACTOR ACCESS VIA WATER WILL BE ALLOWED AT THE BOAT RAMP

IMMEDIATELY UPSTREAM OF THE WORKSITE.

REFER TO AT/OPSEC FOR SECURITY REQUIREMENTS.

THE CONTRACTOR MUST COORDINATE WITH THE COR TO ENSURE CONSTRUCTION

EFFORTS DO NOT IMPEDE NAVIGATION TRAFFIC WITHOUT APPROVAL FROM THE

LOCK MASTER.

CONTRACTOR SHALL BE RESPONSIBLE FOR OFFSITE FLEETING. PERSONNEL

ACCESS BOAT TO HARBOR MUST BE COORDINATED WITH RIVER TRAFFIC.

ELEVATION GENERAL NOTES

THE CONTRACT DRAWING ELEVATIONS ARE BASED ON THE OHIO RIVER

DATUM (ORD).

THE AS-BUILT ELEVATIONS ARE BASED ON NGVD29. ORD IS APPROXIMATELY

0.8' HIGHER THAN NGVD29. FOR EXAMPLE, TOP OF LOCK WALL ELEVATION IS

466' 9-5/8" ORD AND 466' NGVD29.

THE CONTRACTOR CAN USE THE MARKLAND RIVER STAGE GAUGE LINE TO

CALL AND GET UPDATED RIVER ELEVATIONS AT 859-567-4384 24 HRS A DAY.

WATER LEVEL ELEVATIONS ARE REPORTED IN ORD.

THE 50% EXCEEDANCE POOL ELEVATIONS ARE THE MEDIAN POOL

ELEVATIONS FROM DATA COLLECTED OVER THE PAST 10 YEARS ACROSS ALL

SEASONS. FOR SEASON SPECIFIC DATA, SEE HYDROGRAPHS IN APPENDIX OF

SPECIFICATIONS.

UNWATERING

THE AUXILARY (600') LOCK CHAMBER WILL REQUIRE UNWATERING TO COMPLETE THIS

CONTRACT. CONTRACTOR MUST COORDINATE WITH LOCKMASTER AND COR TO UNWATER

AUX CHAMBER.

CHAMBER ACCESS RESTRICTIONS

SEE SPECIFICATION SECTION 01 14 00 FOR CHAMBER CLOSURE RESTRICTIONS.

SITE UTILITY ACCESS

UTILITIES NOT PROVIDED.

ARIMS: 1200 Disposition: Permanent

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KY 1039

INDIANA

KENTUCKY

US 42

BOAT ACCESS

ROAD ACCESS

MAIN CHAMBER

AUXILLARY CHAMBER

EQUIPMENT LAYDOWN AREA, APPROXIMATE

DIMENSIONS ARE 60' X 110'. CONTRACTOR TO

PROVIDE FENCING FOR OWN MATERIALS. FENCE

USED IN LAYDOWN AREA MUST NOT INTERFERE

WITH ACCESS TO DUMPSTERS ONSITE.

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H1 PHOTO AERIAL-OVERALL

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H11 SITE ACCESS

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A1 PHOTO AERIAL - WORK LOCATIONS

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A11 BOAT RAMP ACCESS

ARIMS: 1200 Disposition: Permanent

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MAINTENANCE BULKHEAD RECESS; SEE REFERENCE SHEET S-910 FOR RECESS DETAILS

LOWER MAINTENANCE BULKHEADS INTO RECESSES ACCORDING TO SHEET C-002;

SEE APPENDIX C FOR MAINTENANCE BULKHEAD DETAILS

CULVERT BULKHEAD RECESS; SEE REFERENCE SHEET S-909 FOR RECESS DETAILS

LOWER CULVERT BULKHEADS INTO RECESSES; SEE REFERENCE SHEETS

S-911 AND S-912 FOR CULVERT BULKHEAD DETAILS

APPROXIMATE AREA OF CHAMBER FLOOR TO BE

CLEANED AT MITER GATES

B B

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A1 UNWATERING LOCK PLAN

SCALE: NTS

J1 LOCK WALL PEDESTRIAN ACCESS BRIDGE

THE CULVERT VALVE BULKHEADS ARE STORED IN THE CULVERT BULKHEAD

SLOTS ON SITE, BUT THEY MAY BE REQUIRED TO MOVE FROM ONE SLOT TO

ANOTHER. CONTRACTOR MUST VERIFY WHICH SLOTS THE BULKHEADS ARE

STORED AND MOVE THEM TO THE REQUIRED SLOT FOR UNWATERING, IF

NECESSARY.

THE CULVERT BULKHEAD SLOT ON MONOLITH L19 IS LOCATED BELOW THE

HIGHWAY KY 1039 BRIDGE. ACCESS BELOW THE BRIDGE IS LIMITED.

THE MAINTENANCE BULKHEADS ARE STORED AT MCALPINE LOCK AND DAM.

CONTRACTORS MUST TRANSPORT BULKHEAD SET FROM STORAGE FACILITY TO

THE SITE AND BACK TO THE STORAGE FACILITY AFTER THE CHAMBER IS

REWATERED. THE MAINTENANCE BULKHEADS WILL ONLY BE MADE AVAILABLE

TO THE CONTRACTORS ON THE MONTHS OF JULY-OCTOBER 2025.

DEBRIS MUST BE CLEANED OUT OF THE BULKHEAD SLOTS PRIOR TO SETTING

THE BULKHEADS SO THEY CAN SIT FLUSH AND FORM A PROPER SEAL. A DIVE

INSPECTION MUST TAKE PLACE TO CONFIRM SLOT IS CLEAR OF DEBRIS.

CONTRACTOR TO SUPPLY RIGGING PER EM 385-1-1. REFERENCE SHEET S-909

AND S-912 FOR BULKHEAD AND RIGGIND AS-BUILTS.

THERE ARE SEALING DIAPHRAGMS ON SITE THAT ARE USED TO CLOSE OFF THE

CULVERT BULKHEAD SLOTS WHEN NOT IN USE. TO THE BEST KNOWLEDGE OF

THE GOVERNMENT, THESE SEALING DIAPHRAGMS ARE NOT INSTALLED AND

WILL REQUIRE NO ADDITIONAL EFFORT. HOWEVER, EACH CULVERT BULKHEAD

SLOT THAT REQUIRES CLOSE-OFF WILL NEED TO BE CHECKED TO VERIFY THAT

THE SEALING DIAPHRAGMS ARE NOT INSTALLED. IF THERE ARE ANY SEALING

DIAPHRAGMS INSTALLED, A DIVER WILL NEED TO REMOVE THEM. SEE SHEET

S-913.

THE CULVERT BULKHEAD USED FOR MONOLITH L19 SHALL HAVE AN WORKING

EQUALIZING VALVE. THE VALVE CAN BE USED TO REWATER THE CHAMBER TO

LOWER POOL. THE BULKHEAD SLOT IN MONOLITH L19 ALLOWS EASIER ACCESS

FOR CRANE THAN THE MIDDLE WALL FILLING VALVE. THE CONTRACTOR SHALL

VERIFY THAT THE VALVE IS OPERATIONAL AND HAS A WORKING SEAL AROUND

THE VALVE PRIOR TO USE. ACCORDING TO THE MOST RECENT INSPECTION OF

THE CULVERT BULKHEADS, THREE OUT OF THE FOUR BULKHEADS HAVE A

EQUALIZING VALVE. THE VALVES OPERATIONS WERE NOT CHECKED DURING

THE LAST INSPECTION.

BULKHEAD SET GENERAL NOTESUNWATERING GENERAL NOTES

WHILE THE AUXILIARY CHAMBER IS UNWATERED, THE MAIN CHAMBER SHALL

REMAIN OPEN TO BARGE TRAFFIC.

THE CHAMBER SHALL BE UNWATERED AND REWATERED IN ACCORDANCE WITH

SPEC SECTIONS 35 80 01.00 06 AND 01 14 00.

PEDISTRIAN BRIDGE GENERAL NOTES

THE MITER GATES TYPICALLY ACT AS AN ACCESS BRIDGE ACROSS THE LOCK

WALL. WHILE THE CHAMBER IS UNWATERED, THE MITER GATES WILL NOT BE

MITERED AND THERE WILL NOT BE ACCESS FROM THE MIDDLE WALL TO THE

RIVER WALL.

THE CONTRACTOR WILL MAINTAIN CONTINUITY OF ACCESS FOR THE LOCK

STAFF TO CROSS OVER THE AUXILIARY CHAMBER AT ALL TIMES EITHER BY THE

MITER GATES OR BY A TEMPORARY BRIDGE INSTALLED BY THE CONTRACTOR.

THERE IS POTENTIAL TO USE A GOVERNMENT PROVIDED BRIDGE BUT THE

CONTRACTOR WILL HAVE TO PERFORM MODIFICATIONS AND REPAIRS IF

NEEDED.

ARIMS: 1200 Disposition: Permanent

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TYPE Bs

TYPE A

0" 4'

" 6'

32' HIGH BULKHEAD STACK

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A1 EXAMPLE MAINTENANCE BULKHEAD UNIT HEIGHT

FINAL BULKHEAD SET(S) USED FOR PROJECT YET TO BE FINALIZED. SEE

APPENDIX C FOR BULKHEAD AS-BUILTS.

STACKS SHOWN ON SHEET ARE EXAMPLES OF ACCEPTABLE STACKS, BUT

LIKELY WILL CHANGE DUE TO BULKHEAD AVAILABILITY.

NOT ALL BULKHEADS MAY BE REQUIRED. VERIFY WITH DEWATERING CHARTS

AVAILABLE IN APPENDIX B. A STACK HEIGHT OF 32'-36' IS TYPICAL FOR THE SITE.

A MINIMUM STACK HEIGHT OF 23' IS REQUIRED FOR LOWER POOL.

GENERAL NOTES

LEGEND

TYPE A - 30' HEAD, 6' UNIT, SEE APPENDIX C,

CANNELTON MAINTENANCE BULKHEADS,

SMITHLAND MAINTENANCE BULKHEADS

TYPE Bs - 42' HEAD, 4' UNIT, SEE APPENDIX C, OLMSTED MAINTENANCE BULKHEADS

TYPE A

TYPE Bs

ARIMS: 1200 Disposition: Permanent

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H1 TYPICAL UNWATERING PUMP INSTALLATION

SCALE: NTS

H8 TYPICAL UNWATERING PUMP INSTALLATION

SCALE: NTS

D14 TYPICAL UNWATERING PUMP INSTALLATION

SCALE: NTS

A1 TYPICAL MAINTENANCE BULKHEAD INSTALLATION

SCALE: NTS

A8 TYPICAL MAINTENANCE BULKHEAD INSTALLTION

SCALE: NTS

A14 TYPICAL MAINTENANCE BULKHEAD INSTALLTION

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

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D R

B Y:

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E M

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Fi le

P at h:

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C or re ct ed F

R . M

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Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

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C-010

G E

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A U

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NOTES:

1. THE PREFERRED METHOD OF WASHING OF THE GATES BY THE GOVERNMENT IS WITH A

FIRE PUMPER USING RIVER WATER.

2. THE LOCK CHAMBER FLOOR AND SILL TO BE CLEANED OF MUD AND DEBRIS BOTH

UPSTREAM AND DOWNSTREAM OF EACH MITER GATE TO A DISTANCE OF APPROXIMATELY

40 FT DOWNSTREAM AND 60 FT UPSTREAM OF EACH GATE TO ALLOW FOR SAFE

OPERATION OF MAN LIFTS AROUND THE GATE AND FOR SEAL INSPECTION AND

REPLACEMENT. THE CONTRACTOR MUST PROVIDE ACCESS FOR GOVERNMENT

INSPECTORS TO THE FACE OF EACH OF THE FOUR MITER GATES SIMULTANEOUSLY

DURING THE MITER GATE INSPECTION. TYPICALLY THIS INCLUDES AN 80-FT MAN

LIFT

PRE-PLACED AT EACH MITER GATE LEAF WITH OPERATORS TO ALLOW MULTIPLE

GOVERNMENT TEAMS TO INSPECT THE MITER GATES AT ONCE. GOVERNMENT

INSPECTION WILL COMMENCE WITHIN 7 CALENDAR DAYS OF CONTRACTOR NOTIFICATION

TO THE GOVERNMENT, THAT THE GATES ARE READY FOR INSPECTION. INSPECTION WILL

TAKE NO MORE THAN 2 DAYS.

ALL MUD AND DEBRIS TO BE CLEANED FROM THE MITER GATES AND MITER

GATE RECESSES IN A MANNER THAT ALLOWS FOR FULL VISUAL INSPECTION

OF THE MITER GATES BY MAN LIFT. CLEANING METHOD MUST NOT DAMAGE

THE EXISTING PAINT. DEBRIS MAY HAVE TO BE REMOVED FROM THE MITER

GATE MANUALLY. MUD MAY BE WASHED THOUGH DRAIN HOLES IN THE

HORIZONTAL MEMBERS OF THE MITER GATES.

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

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C or re ct ed F

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C :\U se rs

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En gi ne er s\ D oc um en ts

R ev it2

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C-011

G E

C U

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X C

CLEAN ALL TWO OF THE EXISTING MAIN

CHAMBER CULVERT VALVES OF SILT,

MUD, AND DEBRIS. CULVERT VALVES

SHALL BE CLEANED IN A MANNER THAT

ALLOWS FOR FULL VISUAL INSPECTION BY

MAN BASKET. CLEANING METHOD MUST

NOT DAMAGE EXISTING PAINT. WATER

FROM THE RIVER MAY BE USED TO WASH

OUT THE CULVERT VALVES. A MAN-LIFT

MUST BE PROVIDED TO GOVERNMENT

INSPECTORS TO PERFORM INSPECTION

DURING UNWATERING. INSPECTION WILL

TAKE NO MORE THAN 2 DAYS.

NOTE:

THE PREFERRED METHOD OF WASHING OF

THE VALVE BY THE GOVERNMENT IS WITH

A FIRE PUMPER USING RIVER WATER.

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

REMOVE AND REPLACE DAMAGED RUBBER SEALS WITH NEW CONTRACTOR PROVIDED SEALS.

SEE RUBBER SEAL DETAIL ON REFERENCE SHEETS S-920 AND S-921.

REMOVE AND REPLACE DAMAGED KEEPER PLATES AND FASTENERS WITH NEW CONTRACTOR PROVIDED PLATES AND FASTENERS. SEE KEEPER PLATE DETAIL ON REFERENCE SHEETS S-920 AND S-921.

VERIFY RUBBER SEALS DEFLECT ACCORDING TO MANUFACTURER'S REQUIREMENTS WHEN MITERED TO MAINTAIN SEAL AND ADJUST AS NECESSARY. BEFORE OPERATING THE GATE(S), A SUITABLE LUBRICANT

SHALL BE APPLIED TO THE RUBBER SEAL RUBBING PLATES TO PROTECT THE RUBBER. FOLLOW

MANUFACTURER'S INSTRUCTIONS FOR SPLICING J-BULB SEAL.

US Army Corps of Engineers ®

SHEET ID

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O R

D R

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C H

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N O

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3 5 7 9 11 13 15 17 19

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Pl ot D at e:

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C or re ct ed F

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J R

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C E

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C :\U se rs

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Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

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C-020

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THERE IS APPROXIMATELY 40 FEET LENGTH OF DAMAGED J-BULB SEAL ALONG

THE UPSTREAM RIVER WALL MITER GATE LEAF (SEE PHOTOS ON SHEET C-021).

THE BASE CONTRACT INCLUDES THE REMOVAL AND REPLACEMENT OF THIS

SECTION OF RUBBER SEALS AND HARDWARE. IF, WHILE THE CHAMBER IS

UNWATERED, MORE SECTIONS OF THE J-BULB SEAL IS DISCOVERED DAMAGED

(COR TO DETERMINE) OPTION 2 MAY BE ACTIONED TO REMOVE AND REPLACE

ADDTIONAL SECTIONS OF GOVERNMENT-PROVIDED RUBBER SEAL AND

HARDWARE IN 10 FEET INCREMENTS.

THE MITER GATES ACT AS A BRIDGE ACROSS THE TOP OF THE LOCK WALL

WHILE MITERED. REPLACING THE SEALS WILL REQUIRE THE GATES TO BE IN AN

OPEN POSITION FOR AN EXTENDED PERIOD. IF BOTH AUXILIARY CHAMBER

MITER GATES REQUIRE SEAL REPLACEMENT, A PERSONNEL ACCESS BRIDGE

WILL BE PROVIDED TO THE CONTRACTORS. THE CONTRACTORS WILL BE

RESPONSIBLE FOR TRANSPORTING THE BRIDGE FROM MCALPINE LOCKS AND

DAM, SAFELY ERECTING THE BRIDGE ON-SITE, DISSEMBLING THE BRIDGE, AND

TRANSPORTING THE BRIDGE BACK TO MCALPINE LOCKS AND DAM.

GENERAL NOTES

SCALE: NTS

A1 EXISTING MITER GATE SEAL REPLACEMENT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

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3 5 7 9 11 13 15 17 19

E M

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P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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J R

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C :\U se rs

\h 2e dc m rh \O ne D riv e

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Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

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G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-021

G D

P H

O H

L O

A N

D D

.K R

N /A

A U

X C

SCALE: NTS

H11 EXISTING DAMAGED ULW MITER GATE SEAL

SCALE: NTS

H1 EXISTING DAMAGED UMW MITER GATE SEAL

SCALE: NTS

A11 EXISTING DAMAGED ULW MITER GATE SEAL

SCALE: NTS

A1 EXISTING DAMAGED UMW MITER GATE SEAL

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

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Y C

O R

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B Y:

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D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

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G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-022

G D

O W

M M

H O

O H

L O

A N

D D

.K R

N /A

A U

X C

SCALE: NTS

H1 EXISTING DAMAGED LMW MITER GATE SEAL

SCALE: NTS

A11 EXISTING DAMAGED LLW MITER GATE SEAL

SCALE: NTS

H11 EXISTING DAMAGED LLW MITER GATE SEAL

SCALE: NTS

A1 EXISTING DAMAGED LMW MITER GATE SEAL

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

APPROXIMATE DEMOLITION LINE. CONTRACTOR

TO SOUND CONCRETE TO IDENTIFY LIMITS OF

UNSOUND EXISTING CONCRETE THEN SWAWCUT

AND REMOVE THE DAMAGED SECTION AND

UNSOUND CONCRETE FOR REPAIR.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

N L

J R

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C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

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Au x_

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C-023

G D

O W

M M

D D

O H

L O

A N

D D

.K R

N /A

A U

X C

SCALE: NTS

H1 EXISTING DAMAGED LLW MITER GATE SEAL

SCALE: NTS

A1 EXISTING DAMAGED LLW MITER GATE SEAL

SCALE: NTS

A11 EXISTING DAMAGED LLW MITER GATE SEAL

CONTRACTOR TO REPLACE MINIMUM OF 15' OF BROKEN STILL EMBEDDED

METAL.

DEMOLISH MINIMUM OF 15' L X 1'-3'' W X 1'-3'' H OF EXISTING CONCRETE.

REMOVE DAMAGED EMBEDDED METALS.

FABRICATE NEW EMBEDDED METAL (ANGLES AND STIFFENER PLATES) TO

REPLACE DAMAGED ANGLE.

SPLICE THE NEW EMBEDDED METAL TO EXISTING EMBEDDED METAL BY SINGLE

BEVEL PJP AS-SHOWN ON SHEET S-922.

GRIND SEAL BEARING SURFACE SMOOTH.

FORM CONCRETE TO FLUSH WITH SILL. CONCRETE MUST BE MINIMUM

COMPRESSIVE STRENGTH OF 5000 PSI @ 28 DAYS.

SEE SHEET S-922 FOR DETAILS.

MITER GATE SILL GENERAL NOTES

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

PICTURE IS FOR REFERENCE ONLY AND SHOWS NEW MAIN

CHAMBER GATE SEAL IN A DIAGONAL POSITION. AUXILIARY

MITER GATE SEALS WILL BE POSITIONED HORIZONTALLY,

NOT DIAGONALLY.

PICTURE IS FOR REFERENCE ONLY AND SHOWS NEW MAIN

CHAMBER GATE SEAL IN A DIAGONAL POSITION.

AUXILIARY MITER GATE SEALS WILL BE POSITIONED

HORIZONTALLY, NOT DIAGONALLY.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

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3 5 7 9 11 13 15 17 19

E M

C R

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P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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C :\U se rs

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En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

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G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-024

A N

D M

O H

L O

A N

D D

.K R

N /A

A U

X C

SCALE: NTS

H11 MITER GATE SEAL NEW

SCALE: NTS

A11 MITER GATE SEAL NEW

SCALE: NTS

A1 MITER GATE SILL EMBEDDED METALS NEW

SCALE: NTS

H1 MITER GATE SILL EMBEDDED METALS NEW

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

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D B

E D

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3 5 7 9 11 13 15 17 19

E M

C R

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Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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C E

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C :\U se rs

\h 2e dc m rh \O ne D riv e

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Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

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G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-030

V-

O C

O H

L O

A N

D D

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N /A

A U

X C

DETAIL A6, THIS SHEET, IS FOR REFERENCE ONLY. ON-SITE PERSONNEL WILL

PROVIDE MORE ACCURATE INFORMATION ON ADJUSTING V-BLOCK.

SEE SHEET S-930 AND S-931 FOR REFERENCE DRAWINGS OF EXISTING MITER

GATE V-BLOCK.

V-BLOCK ADJUSTMENT GENERAL NOTES

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

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3 5 7 9 11 13 15 17 19

E M

C R

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Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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J R

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C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-040

D R

O F

G D

N D

O H

L O

A N

D D

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C he ck er

A U

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SCALE: NTS

A9 EXISTING MITER GATE FENDER

SCALE: NTS

H9 EXISTING MITER GATE FENDER

1. WHILE THE CHAMBER IS UNWATERED, REMOVE AND REPLACE FENDERS AND

ASSOCIATED HARDWARE IN 10 FEET INCREMENTS WITH NEW FENDERS AND

HARDWARE, WHERE DEEMED NECESSARY BY GOVERNMENT PERSONNEL.

MITER GATE FENDER NOTES

ARIMS: 1200 Disposition: Permanent

2Q R

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-0

SHEET ID

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D B

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3 5 7 9 11 13 15 17 19

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P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-050

D R

R O

N G

R U

O H

L O

A N

D D

.K R

N /A

A U

X C

THE REPAIR DETAILS ON THIS SHEET MAY BE APPLICABLE TO THE CULVERT

BULKHEADS, THE MAINTENANCE BULKHEADS, THE MITER GATES, AND/OR THE

CULVERT VALVES.

DURING THE LAST INSPECTION OF THE CULVERT BULKHEADS, A DEFICIENT

WELD WAS NOTED BETWEEN THE SKINPLATE AND FRAMING. THIS WELD

SHOULD HAVE BEEN REPAIRED, BUT THERE IS NO RECORD OF THE REPAIR. SEE

DETAIL A6, THIS SHEET.

WELD REPAIR MAY BE REQUIRED IF CRACKS ARE FOUND BY GOVERNMENT

INSPECTORS BEFORE/DURING UNWATERING.

PREQUALIFIED WELD PROCEDURE SPECIFICATIONS MUST BE QUALIFIED FOR

THE MATERIAL AND POSITION OF THE REPAIR.

HSS WELD REPAIR NOTES

CJP WELD REPAIR INSTRUCTIONS

10.

DEVELOP AND FOLLOW A WELDING PROCEDURE SPECIFICATION PER

SPECIFICATION SECTION 05 05 23.16.

THE EXTENT OF THE CRACK MUST BE DETERMINED USING MT OR PT TESTING

ALONG THE CRACK SURFACE.

GRIND OUT THE ENTIRE CRACK LENGTH AND PREP SURFACE FOR COMPLETE

JOINT PENETRATION WELD.

ALL WELDS MUST CONFORM TO AWS D1.1.

GRIND WELD SURFACES FLUSH.

NEW WELDS MUST UNDERGO 100% VISUAL TESTING (VT) AND 100% ULTRASONIC

TESTING (UT).

WELDING INSPECTORS MUST POSSES CURRENT CERTIFICATION AS AN AWS

CERTIFIED WELDING INSPECTOR AND ASNT TECHNICIAN. ASNT TECHNICIAN

MUST BE LEVEL II CERTIFIED IN UT AND MEET REQUIREMENTS OF CP-189. A

LEVEL I INSPECTOR IS ALLOWED ONLY IF THE LEVEL I INSPECTOR IS

SUPERVISED BY A LEVEL II INSPECTOR.

EXPOSED SURFACES MUST BE REPAINTED USING EPOXY PAINT PROVIDED BY

THE GOVERNMENT.

ASSUME AVERAGE CJP WELD SIZE ON ALL STRUCTURES IS 1 1/2" FOR BIDDING

PURPOSES.

REPAIR MAY INCLUDE CUTTING SECTION BACK TO SOUND METAL AND SPLICING

NEW STEEL TO FILL IN CRACK TO MAXIMUM ROOT OPENING AS DEFINED IN THE

WELD PROCEDURES.

FILLET WELD REPAIR INSTRUCTIONS

DEVELOP AND FOLLOW A WELDING PROCEDURE SPECIFICATION PER

SPECIFICATION SECTION 05 05 23.16.

THE EXTENT OF THE DAMAGE MUST BE DETERMINED USING MT OR PT TESTING

ALONG THE DAMAGED SURFACE.

GRIND OUT THE DAMAGED FILLET WELD AND PREP SURFACE FOR NEW FILLET

WELD.

ALL WELDS MUST CONFORM TO AWS D1.1.

NEW WELDS MUST UNDERGO 100% VISUAL TESTING (VT) AND 100% MAGNETIC

PARTICLE TESTING (MT).

WELDING INSPECTORS MUST POSSES CURRENT CERTIFICATION AS AN AWS

CERTIFIED WELDING INSPECTOR AND ASNT TECHNICIAN. ASNT TECHNICIAN

MUST BE LEVEL II CERTIFIED IN MT/PT AND MEET REQUIREMENTS OF CP-189.

EXPOSED SURFACES MUST BE REPAINTED USING AMERCOAT 235 PPG

PROVIDED BY THE GOVERNMENT.

ASSUME AVERAGE FILLET WELD SIZE ON ALL STRUCTURES IS 7/16" FOR BIDDING

PURPOSES.

SCALE: NTS

H1 HSS CRACK REPAIR

SCALE: NTS

H9 HSS CRACK REPAIR

SCALE: NTS

A9 HSS CRACK REPAIR

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

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3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

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J R

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C E

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C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

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G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

C-090

N O

F D

G N

S (O

O H

L O

A N

D D

.K R

C he ck er

A U

X C

1. GOVERNMENT PROVIDED SIGNAGE TO BE INSTALLED AT 5 LOCATIONS AS SHOWN.

DAM SAFETY SIGNAGE NOTES

SCALE 3/8" = 1'-0"1 PHOTO AERIAL – EXISTING SIGN LOCATIONS

SCALE 1/2" = 1'-0"2 PHOTO – EXISTING SIGN LOCATION 1

SCALE 1/2" = 1'-0"3 PHOTO – EXISTING SIGN LOCATION 2

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

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O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

N L

J R

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C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-909

G C

E R

S D

O H

L O

A N

D D

.K R

N /A

A U

X C

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

N L

J R

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C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-910

G M

O H

L O

A N

D D

.K R

N /A

A U

X C

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F

R . M

N L

J R

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C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-911

G C

D D

O F

O H

L O

A N

D D

.K R

N /A

A U

X C

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-912

G C

D D

O F

O H

L O

A N

D D

.K R

N /A

A U

X C

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-913

G C

D R

G D

M D

O H

L O

A N

D D

.K R

N /A

A U

X C

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-920

G M

O F

O H

L O

A N

D D

.K R

N /A

A U

X C

NOTE:

THIS SHEET IS FROM MAIN CHAMBER MITER GATES.

THE ORIENTATION OF THE SEAL ON THIS SHEET DOES

NOT REFLECT CONDITIONS OF THE AUXILIARY GATES.

SEE DETAIL 7 FOR MITER GATE SEAL CROSS SECTION.

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-921

G M

O F

O H

L O

A N

D D

.K R

N /A

A U

X C

NOTE:

THIS SHEET IS FROM MAIN CHAMBER MITER GATES.

THE ORIENTATION OF THE SEAL ON THIS SHEET DOES

NOT REFLECT CONDITIONS OF THE AUXILLIARY GATES.

SEE DETAIL 3 FOR MITER GATE SEAL CROSS-SECTION.

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-922

G A

U X

C H

R M

O F

O H

L O

A N

D D

.K R

N /A

A U

X C

SCALE 3/4" = 1'-0"1 AUX CHAMBER SILL MODIFICATION SKETCH 1

SCALE 3/4" = 1'-0"2 AUX CHAMBER SILL MODIFICATION SKETCH 2

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-923

G A

U X

C H

R M

O F

O H

L O

A N

D D

.K R

N /A

A U

X C

SCALE 1" = 10'-0"1 AUX CHAMBER SILL MODIFICATION PICTURE 1

SCALE 1" = 10'-0"2 AUX CHAMBER SILL MODIFICATION PICTURE 2

SCALE 1" = 10'-0"3 AUX CHAMBER SILL MODIFICATION PICTURE 3

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

C or re ct ed F in al

R . M

N L

J R

. P

C E

E, K Y

C :\U se rs

\h 2e dc m rh \O ne D riv e

- U S

Ar m y C or ps o f

En gi ne er s\ D oc um en ts

R ev it2

2_ M ar kl an d_

Au x_

C ha m be r_ M ite r_

G at e_ R ep ai r_ h2 ed cm rh .rv t 7/

S-930

G M

E V-

C K

O H

L O

A N

D D

.K R

N /A

A U

X C

AS-BUILT

ARIMS: 1200 Disposition: Permanent

2Q R

_C or rF in al _P la ns

-0

Sheets: G-001 - COVER SHEET

Sheets: G-002 - GENERAL NOTES & ABBREVIATIONS

Sheets: G-003 - GENERAL SITE PLAN & CONTRACTOR'S WORK LIMITS

Sheets: C-001 - UNWATERING PLAN OF LOCK

Sheets: C-002 - MAINTENANCE BULKHEAD SETTING SCHEMATIC

Sheets: C-003 - UNWATERING PHOTOS

Sheets: C-010 - CLEANING EXISTING MITER GATE OF DEBRIS

Sheets: C-011 - CLEANING EXISTING CULVERT VALVES OF DEBRIS

Sheets: C-020 - EXISTING MITER GATE SILL REPLACEMENT

Sheets: C-021 - EXISTING DAMAGED UPSTREAM MITER GATE SEAL PHOTOS

Sheets: C-022 - EXISTING DAMAGED DOWNSTREAM MITER GATE SEAL PHOTOS

Sheets: C-023 - EXISTING DAMAGED DOWNSTREAM MITER GATE SILL EMBEDDED METALS PHOTOS

Sheets: C-024 - MITER GATE SEAL AND MITER GATE SILL EMBEDDED METALS NEW

Sheets: C-030 - MITER GATE V-BLOCK ADJUSTMENT

Sheets: C-040 - REMOVAL AND REPLACEMENT OF EXISTING DAMAGED MITER GATE FENDERS (OPTION 1)

Sheets: C-050 - WELD REPAIR OF EXISTING HYDRAULIC STEEL STRUCTURES (OPTION 2)

Sheets: C-090 - INSTALLATION OF DAM SAFETY SIGNS (OPTION 6)

Sheets: S-909 - EXISTING CULVERT VALVE RECESS DETAILS

Sheets: S-910 - EXISTING MAINTENANCE BULKHEAD RECESS DETAILS

Sheets: S-911 - EXISTING CULVERT BULKHEAD DETAILS (SHEET 1 OF 2)

Sheets: S-912 - EXISTING CULVERT BULKHEAD DETAILS (SHEET 2 OF 2)

Sheets: S-913 - EXISTING CULVERT BULKHEAD RECESS SEALING DIAPHRAGM DETAILS

Sheets: S-920 - EXISTING MITER GATE SEAL DETAILS (SHEET 1 OF 2)

Sheets: S-921 - EXISTING MITER GATE SEAL DETAILS (SHEET 2 OF 2)

Sheets: S-922 - EXISTING AUX CHAMBER MITER GATE SEAL (SHEET 1 OF 2)

Sheets: S-923 - EXISTING AUX CHAMBER MITER GATE SEAL (SHEET 2 OF 2)

Sheets: S-930 - EXISTING MITER GATE V-BLOCK DETAILS

File details come from the government source that posted it. Updated Aug 22, 2024.