Poe Lock Gate 1 Blasting and Coating Certified Final RTA PLANS.pdf

PDF 44 MB Posted Apr 15, 2021

Attached to: Poe Lock Gate 1 Blasting & Coating Federal contract opportunity
Solicitation number: W911XK20R0021
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for blasting and coating services on a lock gate for the U.S. Army Corps of Engineers Detroit District. The project involves surface repair and coating of two 63-foot by 35-foot miter gate leaves located in Sault Sainte Marie, Michigan. Services will include welding repairs, disassembly and reassembly of gate components, furnishing new gate seals and timber fenders, and installation of new diagonals that are currently being designed. Work must be completed within one winter closure season and include protection of gate anchorages and other components. The estimated cost range for construction is $1 million to $5 million. The solicitation will be unrestricted with full and open competition using a 10% HUBZone pricing evaluation factor. The NAICS code is 237990 for other heavy and civil engineering construction. The agency intends to award a firm-fixed price contract determined by best value tradeoff evaluation.

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Other files for this federal contract opportunity

Other files attached to Poe Lock Gate 1 Blasting & Coating, newest first.
File	Type	Posted
W911XK20R0021 0001.pdf	PDF	May 7, 2021
Site Visit Roster.pdf	PDF	Apr 23, 2021
W911XK20R0021.pdf	PDF	Apr 15, 2021
Poe Lock Gate 1 Blasting and Coating Certified Final RTA SPECS.pdf	PDF	Apr 15, 2021

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ONTARIO CANADA

CHIPPEWA CO., MI

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PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

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N of Engineers

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

CHIPPEWA COUNTY

SOO LOCK COMPLEX, POE LOCK

SAULT STE. MARIE, MI

GATE 1 BLASTING AND COATING

PROJECT SITE MAP

SCALE: 1"=500'

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W911XK20R0021

SAULT STE. MARIE, MICHIGAN

POE LOCK WEST END & GATE 1

SOO LOCKS COMPLEX

PROJECT LOCATION,

ALEXANDER L. JIMENEZ P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

MARIE T. STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

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CERTIFIED FINAL - READY TO ADVERTISE

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9 APRIL 2021

/S/ TIMOTHY C. SMITH

/S/ ALEXANDER L. JIMENEZ

/S/ PHILLIP C. ROSS

/S/ MARIE T. STRUM

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

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LOCATION ON THE GRID THE TITLE ITEM IS

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THOUSANDS OF BTUS PER HOURMBH

NEGATIVENEG.

DIAMETERDIA.

CENTER LINECL.

COMPLETE JOINT PENETRATIONCJP

ABBREVIATIONS

REPLACEMENT OF GATE FEATURES.

PLANS AND SPECIFICATIONS INDICATE REINSTALLATION OR

CONDITIONS AND PROVIDE ADDITIONAL DETAILS WHERE

REFERENCE AS-BUILTS ARE PROVIDED TO INDICATE EXISTING 2.

WORK WILL BE FOR 1 GATE 2 LEAVES.PLANS AND SPECIFICATIONS.

OF VINYL COATING SYSTEM AS DESCRIBED IN THE ACCOMPANYING

CRACK REPAIRS, SURFACE PREPARATION, AND APPLICATION

REASSEMBLY OF EXISTING/NEW GATE COMPONENTS, WELD/

CLIMATE CONTROLLED ENVIRONMENT, DISASSEMBLY AND

INCLUDES PROVIDING A NEW WIND RESISTANT, ENCLOSED

COATING SYSTEM FOR POE LOCK GATE 1. THE PROJECT

WORK UNDER THIS CONTRACT ENTAILS PROVIDING A NEW VINYL 1.

GENERAL NOTES

CERTIFIED FINAL - READY TO ADVERTISE

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X-3##

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ADMINISTRATION BUILDING

DAVIS BUILDING

POE GATES 2&3

OF DEWATERED AREA

STOPLOGS- END

CHECK GATE OR

HYDROELECTRIC POWER PLANT

LOCKS COMPLEX ENTRANCE GATE

DEWATERED AREA

STOP LOGS- END OF

CONTRACTOR IS RESPONSIBLE FOR SECURITY AND UTILITIES

WORK AND STORAGE AREA

WORK AND STORAGE AREAS

TEMPORARY ACROW BRIDGE

UNIT 10

COMPRESSOR BUILDING

STEAM PLANT

POE OPERATING SHELTER

DAVIS OPERATING SHELTER

GATE 1- TO BE RECOATED

WORK AREA LIMITS

WORK AND STORAGE AREAS

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FLOW

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SOUTH APPROACH CANAL-

FLOW

TO LAKE SUPERIOR

NORTH APPROACH CANAL-

FLOW

WORK AND STORAGE PLAN

SCALE: 1" = 100'

S L -P

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WORK AND STORAGE AREA

LEGEND

WORK AREA LIMITS

POE LOCK

TEMPORARY ACROW BRIDGES

SEE SPEC SECTION 01 35 13 FOR ACCESS AND LOAD RESTRICTIONS OF 4.

STORAGE AREAS

THE CONTRACTOR IS RESPONSIBLE FOR SNOW REMOVAL WITHIN WORK AND 3.

AND STORAGE AREAS

THE CONTRACTOR IS RESPONSIBLE FOR DAILY HOUSEKEEPING OF WORK 2.

PROJECT

CONTRACTOR STORAGE AREAS ARE AVAILABLE FOR THE DURATION OF THE 1.

GENERAL SHEET NOTES

CERTIFIED FINAL - READY TO ADVERTISE

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DEWATERED WORK AREA

STOPLOGS- END OF

GATE 1- TO BE COATED

COMPRESSOR BUILDING

POE OPERATING SHELTER

DAVIS OPERATING SHELTER

OUTBUILDING

STEAM PLANT

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TO LAKE SUPERIOR

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SABIN LOCK

DAVIS LOCK

MACARTHUR LOCK

WEST

CENTER APPROACH PIER-

FLOW

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OVERALL EXISTING SITE PLAN

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DEWATERED WORK AREA

STOPLOGS- END OF

C.L. OF PIVOT POINT OF GATE 1

GATE 1 DEBRIS PIT

GATE 1 RECESS

OPERATING SHELTER

FILLING CULVERT OPENING (TYP.)

APPROACH CANAL FLOOR

FILL WIDTH OF LOCK FLOOR

FILLING/EMPTYING LATERALS

"16 11208'-1"8

528'-3"4 322'-6"8

1137'-11

"16 550'-10"16

15165'-2

GATE 1 SILL- -34.5 L.W.D.

APPROACH CANAL FLOOR

"16 1319'-4

GATE 1 RECESS

DEBRIS PIT

GATE 1 RECESS

(BEYOND)

EDGE OF SOUTH WALL

(BEYOND)

EDGE OF NORTH WALL

EDGE OF SOUTH WALL

WALL EDGE

GATE RECESS

7'-11"

TOP OF LOCK WALLTOP OF LOCK WALL

TOP OF LOCK WALL

LOCK FLOOR

110'-0"

LOCK FLOOR

GATE 1 SILL

TOP OF LOCK WALL TOP OF LOCK WALL

OPERATING SHELTEROPERATING SHELTER

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D1 400'0 200'400'0 200'

WORK AREA PROFILE

SCALE: 1"=20'

WORK AREA SECTION AT DEBRIS PIT

SCALE: 1'=20'

WORK AREA SECTION AT LOWER SIDE OF SILL

V-201

D1, D5

400'0 200'

AT LOCATIONS OFF OF CENTERLINE

ACROSS THE WIDTH OF THE LOCK. REFER TO PLAN VIEWS FOR DIMENSIONS

PROFILE DIMENSIONS ARE TAKEN AT CENTERLINE OF LOCK AND VARY

SILL, DEBRIS PIT AND EDGE OF WEST APPROACH WALL ARE TAPERED. 1.

GENERAL SHEET NOTES

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SCALE: 1/4" = 1'-0"C1

DEMOLITION OF DOWNSTREAM ELEVATION OF GATE 1

0 2' 4' 8'

GENERAL SHEET NOTES

EXISTING STRESSING

DIAGONALS TO BE

REMOVED

NOTE: SOUTH LEAF SHOWN- NORTH LEAF OPPOSITE HAND

EXISTING GUSSET PLATE TO

BE REMOVED- SEE DETAIL A8

EXISTING TIMBER FENDERS

TO BE REMOVED

SCALE: NTSC8

GATE 1 DEMOLITION VIEW

EXISTING STRESSING

DIAGONALS TO BE

REMOVED

EXISTING TIMBER FENDERS

TO BE REMOVED

LEGEND

EXISTING GUSSET PLATE TO

BE REMOVED

NOTE: GATE SHOWN IN MITERED POSITION.

1. MISCELLANEOUS ITEMS, NOT INCLUDED IN DEMOLITION, ARE

REQUIRED TO BE REMOVED BEFORE BLASTING AND REINSTALLED

AFTER COATING, SEE SPECIFICATION SECTION 02 41 00.01 FOR

COMPLETE LIST.

TO BE DEMOLISHED

SCALE: 1/2" = 1'-0"A1

QUOIN GUSSET PLATE DEMO

0 1' 2' 4' 0 1' 2' 4' 0 1' 2' 4'SCALE: 1/2" = 1'-0"A4

CENTER GUSSET PLATE DEMO

3/8

TYP. TO BE

REMOVED @

ALL LAPS

3/8

TYP. TO BE

REMOVED @

ALL LAPS

SCALE: 1/2" = 1'-0"A8

MITER GUSSET PLATE DEMO

3/8

TYP. TO BE

REMOVED @

ALL LAPS

EXISTING GUSSET PLATE TO

BE REMOVED- SEE DETAIL A4

EXISTING GUSSET PLATE TO

BE REMOVED- SEE DETAIL A1

REMOVE PIN,

DIAGONAL AND

GUSSET PLATE

REMOVE PIN,

DIAGONAL AND

GUSSET PLATE

REMOVE PIN,

DIAGONAL AND

GUSSET PLATE

REMOVE PIN,

DIAGONAL AND

GUSSET PLATE

SC500

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SC501

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SC501

CJP.

BENT PLATE

TO FLANGE

5" ± 1/8"

1/4" 45°

1" ± 1/8"

1 1/8" -7UNC-1A

BOTH ENDS

5" ± 1/8"

13" - 38"± 1/8" SEE REQUIRED ITEMS THIS PAGE

SHEET ID

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C O

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O N

C-200

SCALE: 1/4" = 1'-0"C1

REQUIRED DOWNSTREAM ELEVATION OF GATE 1

0 2' 4' 8'

REQUIRED NEW

POSITIVE DIAGONAL

REQUIRED NEW GUSSET

PLATES

REQUIRED DIAGONALS

REQUIRED TIMBER FENDERS

REQUIRED GUSSET PLATE

NOTE: SOUTH LEAF SHOWN- NORTH LEAF OPPOSITE HAND

SCALE: NTSA8

GATE 1 REQUIRED VIEW

NOTE: GATE SHOWN IN MITERED POSITION.

REQUIRED NEW SEAL

REQUIRED 1/2" BENT PLATE WITH 5" SUPPORTING FENDER 24"

IN LENGTH FOR ADDITIONAL FENDER MOUNTING SUPPORT

GENERAL SHEET NOTES

1. NEW SEAL DETAIL CAN BE FOUND ON REFERENCE SHEET SMR-L2-21/8.

MATERIAL REQUIREMENTS CAN BE FOUND IN SPEC SECTION 25 20 16.33.

2. THE GOVERNMENT WILL NEED ACCESS TO INSPECT GATE FOLLOWING

DEWATERING TO DETERMINE AND MARK CRACKS/DEFECTS THAT WILL

REQUIRE WELD REPAIR SEE SPEC SECTION 05 05 23.16 PARAGRAPH

1.3.1 FOR MORE DETAIL.

3. WELDING REQUIRED FOR BENT PLATE TO FLANGE WILL BE INCLUDED IN

THE TIMBER FENDER BID ITEM.

4. WHERE MULTIPLE ADJACENT TIMBER FENDERS ARE REQUIRED, JOINTS

ARE TO BE STAGGERED LATERALLY MIN 12" TO AID IN MAINTENANCE

AND REMOVAL

5. BOLT MATERIAL IS 1-1/8" HR ROUND.

6. TIMBER FENDERS NOT SHOWN AS STAGGER WILL NEED TO BE

DETERMINED AND DOCUMENTED IN THE FENDER TIMBER

WORKPLAN PER SPEC SECTION 35 20 16.33.

7. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND. RIGHT LEAF IS ON THE

RIGHT HAND SIDE OF THE LOCK CENTERLINE WHEN LOOKING

DOWNSTREAM. THE RIGHT LEAF IS SHOWN EXCLUSIVELY ON THE

CONTRACT DRAWINGS.

REQUIRED ITEMS

TIMBER

ALL TIMBER TO BE RED/WHITE OAK, SELECT CAR STOCK OR BETTER,

SQUARE ENDS, TIMBER SHALL BE NATIONAL HARDWOOD LUMBER

ASSOCIATION (NHLA) INSPECTED AND STAMPED PRIOR TO DELIVERY.

REQUIRED TIMBERS: QUANTITY

6"X10"X144" TIMBERS 288 LINEAR FT.

10"X12"X144" TIMBERS 882 LINEAR FT.

REQUIRED BOLTS SIZE QUANTITY

1-1/8" DIA. 13" LONG 100

1-1/8" DIA. 23" LONG 2

1-1/8" DIA. 38" LONG 96

REQUIRED HARDWARE QUANTITY

1-1/8" HEAVY HEX NUT 396

1-1/8"X 2-1/4" GP FLAT WASHER 396

REQUIRED QUANTITIES ARE FOR ONE GATE (TWO LEAVES)

REQUIRED BOLTS AND HARDWARE DIFFER FROM THE ORIGINAL

SCALE: 6" = 1'-0"A1

REQUIRED BOLT DETAIL

0 0.125' 0.25' 0.5' 0.75'

REQUIRED NEW

NEGATIVE DIAGONAL

STOPLOGS (END OF DEWATERED AREA)

THAN APPROACH CANAL

SPOILAGE AREA- 7' DEEPER

(SHOWN IN CLOSED POSITION)

GATE 1 TO BE COATED

OPERATING SHELTER

IN LOCK FLOOR

FILLING/ EMPTYING CULVERTS

DAVIS OPERATING SHELTER

EDGE OF SILL- DEBRIS PIT SIDE

EDGE OF SILL- LOCK CHAMBER SIDE

RECEPTACLE

480V 200A

POE TRANSFORMER T1

RECEPTACLE

480V 60A

POE LOCK STIFF LEG

RECEPTACLE

480V 60A

LIGHT POLE #198

RECEPTACLE

480V 60A

LIGHT POLE #137

BELOW GROUND IN BOLLARD RECESS

2" COMPRESSED AIR CONNECTION

S O

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N N

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C T N

C H

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K E

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

NORTH WALL FACE

SOUTH WALL FACE

33+21.67

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:51:39 4/9/2021

...\Active Projects\OM-St. Marys River MI (484591) - FY20 Poe Blasting and Coating\3 - CADD\CAD_BIM\_Sheets\

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CU101

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LOCK CHAMBER

(DEWATERED)

LOCK APPROACH CANAL

APPROACH CANAL

MACARTHUR LOCK

APPROACH

DAVIS LOCK

G A

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OUTBUILDING

A1 20' 40'0

UTILITY PLAN

SCALE: 1"=20'

E X

G P

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L A

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IN , 6300 MBH.

FOR STEAM PLANT LOCATION. NATURAL GAS HEATING CAPACITY AT TIE

SEE SHEET V101 TIE-IN TO STEAM PLANT THROUGH THE GALLERY.

NATURAL GAS, THE CONTRACTOR SHALL PROVIDE TEMPORARY

BUILDING. IF THE CONTRACTOR DESIRES TO CONNECT TO

CONNECTION FOR NATURAL GAS IS AT THE STEAM PLANT 3.

90 PSI @ 2000CFM.

COATING APPLICATION. OVERALL COMPRESSED AIR CAPACITY IS

AIR QUALITY AND AVOID CONTAMINATION FOR BLASTING AND

OR ANY OTHER TREATMENT NECESSARY TO ACHIEVE REQUIRED

BE RESPONSIBLE FOR ANY FILTRATION, MOISTURE REMOVAL,

COMPRESSED AIR IS IN AS-IS CONDITION. THE CONTRACTOR WILL 2.

SAFETY COMPLIANCE.

TEMPORARY UTILITIES WITH THE FACILITY, SEE EM-385-1 FOR

IMPEDE PEDESTRIAN ACCESS, COORDINATE ALL

CONTRACTOR TEMPORARY UTILITIES SHALL NOT 1.

GENERAL SHEET NOTES

CERTIFIED FINAL - READY TO ADVERTISE

P R

SC500

7 1/2" 10"

2' - 6 1/8"

1 3/4" PL

" R 6 5/8"

5 1/4" NOMINAL BORE FOR

LC6 FIT WITH SC500-4

DIAGONAL WINDOW

39' - 3 7/16"

2 1/1 6" 8 1/2 "

8" 9 1/1 6"

7 1/2 " 10"

4"4"

4 1/2" 4 1/2"

R 6"

R 1"

R 6"R 6"

R 1"

5/8

0° 45.00°

5" 5"

R 6"

5/8"

R 1/2"R 1/

R 4" R 4"

SC500

10"7 1/2"

39' - 1 1/2"

R 8 7/8"

2" PL

2'-5 1/8"

7" NOMINAL BORE FOR

LC6 FIT WITH SC500-3

DIAGONAL WINDOW

5" 5"

R 1/2"

5/8

8 1/2 " 8"

4 1/2"

7 1/2 " 10"

R 6"

R 1"

0°

1 1/1 6"

5/8"

45.00°

R 1/2"

R 1"

R 6"

R 6"R 6"

R 4" R 4"

-F7

SC502

2 11/16" 9/16"

1/ 4"

FRONT PROFILE VIEW SIDE VIEW

2 11/16"

6" 1 3/4"

9/16"2 11/16" 2 11/16"

1/ 4"

SHEET ID

N N

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SC500SCALE: 1/2" = 1'-0"A1

NEGATIVE DIAGONAL BAR

SCALE: 1 1/2" = 1'-0"A5

NEGATIVE DIAGONAL HEAD

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

SCALE: 1/2" = 1'-0"C1

POSITIVE DIAGONAL BAR

SCALE: 1 1/2" = 1'-0"A7

POSITIVE DIAGONAL HEAD

0 0.25' 0.5' 1' 1.5'

GENERAL SHEET NOTES

C1 S500

A1 S500

LIST OF PARTS NOT DETAILED

MARK NO. REQ'D DESCRIPTION MATERIAL SIZE

SC500-3 4 PIN AND RECESSED ASTM A108 7" DIA

PIN NUT 1018 LC8 FIT, 4" GRIP

SC500-4 4 PIN AND RECESSED ASTM A108 5 1/4" DIA

PIN NUT 1018 LC8 FIT, 5 3/8" GRIP

SC500-5 64 HEAVY HEX BOLT ASTM F3125 1" DIA X 3 1/4"

GR. A325 LONG

SC500-6 96 HEAVY HEX BOLT ASTM A307 1/2" DIA X 1 1/2"

GR. B LONG

METHOD OF POST-TENSIONING

DIAGONALS

1. QUANTITIES SHOWN ARE FOR ONE GATE (TWO LEAVES).

2. DIAGONALS SHALL BE STRAIGHT. THE CENTERLINE OF DIAGONAL SHALL NOT

DEVIATE MORE THAN 3/16" FROM THE THEORETICAL CENTERLINE

3. THE JACKING SURFACES OF THE INSERT PLATE AND COVER PLATE

COMBINATION SHALL BE WITHIN 1/32" OF EACH OTHER.

4. RIGHT LEAF SHOWN, LEFT LEAF OPPOSITE HAND. RIGHT LEAF IS ON THE

RIGHT HAND SIDE OF THE LOCK CENTERLINE WHEN LOOKING DOWNSTREAM.

THE RIGHT LEAF IS SHOWN EXCLUSIVELY ON THE CONTRACT DRAWINGS.

0 0.25' 0.5' 1' 1.5'

REQUIRED STRAIN GAUGE CONFIGURATION

WHEATSTONE FULL-BRIDGE TYPE III

SCALE: NTSF1

3D VIEW OF DIAGONAL ASSEMBLY ON CENTER GUSSET PLATE

POSITIVE DIAGONAL BAR

SEE DETAIL C1 / SC500

POSITIVE DIAGONAL INSERT PLATE

SEE DETAIL C1 / SC501

CAP PLATES

SEE DETAIL D9 / SC501

COVER PLATE

SEE DETAIL F9 / SC501

NEGATIVE DIAGONAL BAR

SEE DETAIL A1 / SC500

NEGATIVE DIAGONAL INSERT PLATE

SEE DETAIL A6 / SC501

CENTER DIAPHRAGM GUSSET PLATE

SEE DETAIL A3 / SC502

CAP PLATES

SEE DETAIL D9 / S501

COVER PLATE

SEE DETAIL F9 / SC501

SCALE: 1" = 1'-0"

C-200 E5

NEGATIVE ASSEMBLY SECTION

CENTER DIAPHRAGM GUSSET PLATE

SEE DETAIL D1 / SC502

CENTER DIAPHRAGM GUSSET PLATE

SEE DETAIL A3 / S502

COVER PLATE

SEE DETAIL F9 / SC501

CAP PLATE

SEE DETAIL D9 / SC501

0 0.5' 1' 2' SCALE: 1" = 1'-0"

C-200 E7

POSITIVE ASSEMBLY SECTION

0 0.5' 1' 2'

CENTER DIAPHRAGM GUSSET PLATE

A3 SC502

CENTER DIAPHRAGM GUSSET PLATE

SEE DETAIL A3 / SC502

COVER PLATE

SEE DETAIL F9 / SC501

CAP PLATE

SEE DETAIL D9 / SC501

NOTE: QUANTITIES SHOWN IN THE TABLE ARE FOR ONE GATE (TWO LEAVES).

NOTE: MAKE 4

MATERIAL: ASTM A709 GR. 50 F3 2304 LBS EA

NOTE: MAKE 4

MATERIAL: ASTM A709 70W F3 1549 LBS EA

D . K

SC502

EXISTING G-1 TOP GIRDER OF GATE

POSITIVE INSERT PLATE

SEE DETAIL C1 / SC501

POSITIVE DIAGONAL BAR

SEE DETAIL C1 / SC500

NEGATIVE CENTER INSERT PLATE

SEE DETAIL A6 / SC501

NEGATIVE DIAGONAL BAR

SEE DETAIL A1 / SC500

POSITIVE DIAGONAL SHIM

SEE DETAIL B9 / SC501

POSITIVE DIAGONAL BAR

SEE DETAIL C1 / SC500

NEGATIVE DIAGONAL BAR

SEE DETAIL A1 / SC500

NEGATIVE DIAGONAL SHIM

SEE DETAIL A9 / SC501

EXISTING G-1 TOP GIRDER OF GATE

NO PAINT

THIS

SURFACE

(TYP.)

W.P. W.P.

1. THE COR OR THEIR ASSIGNED REPRESENTATIVE SHALL BE PRESENT TO

MONITOR THE POST-TENSIONING OPERATION.

2. MONITOR PLUMBNESS OF THE GATE USING SURVEYING EQUIPMENT THE

INSTRUMENT SHALL BE LOCATED SO THAT THE PLUMBNESS OF THE MITER

AND QUOIN END MAY BE DETERMINED.

3. THE LEAF SHALL BE SUPPORTED BY THE PINTLE AND TOP ANCHORAGE. THE

QUOIN END OF THE GATE LEAF SHALL BE PLUMB WITHIN, 1/8". THE GATE LEAF

SHALL BE ADJUSTED TO SWING IN A HORIZONTAL PLANE AND SWUNG

SEVERAL TIMES BEFORE THE DIAGONALS ARE PRESTRESSED TO MAKE SURE

IT SWINGS SMOOTHLY, THAT THE ANCHORAGE AND PINTLE ARE ADJUSTED

PROPERLY, AND THAT THE QUOIN REMAINS PLUMB WHILE SWINGING. TWO

SETS OF ELECTRICAL STRAIN GAGES SHALL BE INSTALLED ON EACH

DIAGONAL BAR. A SET OF STRAIN GAGES SHALL CONSIST OF FOUR STRAIN

GAGES IN A WHEATSTONE FULL-BRIDGE TYPE Ill CONFIGURATION. THE SET OF

STRAIN GAGES SHALL MEASURE THE AXIAL STRAIN INDEPENDENTLY OF

BENDING STRAIN (BENDING IS EXCLUDED). TIGHTEN DIAGONAL UOL 1 AND

U1LO APPROXIMATELY EQUALLY JUST ENOUGH TO PLUMB THE MITER END OF

THE LEAF.

4. INSTALL HYDRAULIC JACK IN WINDOW OF DIAGONAL LOU1 AND APPLY A LOAD

OF 208.0K. PLACE SHIMS BETWEEN THE BEARING FACES OF THE DIAGONAL

AND THE SUPPORT ON THE GUSSET PLATE. REMOVE LOAD FROM HYDRAULIC

TENSIONER AND MEASURE THE STRESS IN THE DIAGONAL USING THE STRAIN

GAGES. REPEAT PROCESS UNTIL DESIRED LOAD IS ACHIEVED. REPEAT

PROCESS FOR DIAGONAL L 1U2.

5. INSTALL HYDRAULIC JACK IN WINDOW OF DIAGONAL UOL 1 AND APPLY A LOAD

OF 258.0K. PLACE SHIMS BETWEEN THE BEARING FACES OF THE DIAGONAL

AND THE SUPPORT ON THE GUSSET PLATE. REMOVE LOAD FROM HYDRAULIC

TENSIONER AND MEASURE THE STRESS IN THE DIAGONAL USING THE STRAIN

GAGES. REPEAT PROCESS UNTIL DESIRED LOAD IS ACHIEVED. REPEAT

PROCESS FOR DIAGONAL U1L2.

6. ELECTRICAL STRAIN GAGE READINGS SHALL BE TAKEN ON ALL OF THE

DIAGONALS AND A CHECK MADE TO DETERMINE THE PLUMBNESS OF THE

LEAF. PLUMBNESS SHALL NOT VARY MORE THAN, 1/4" FROM TOP TO BOTTOM.

IF THE LEAF IS OUT OF PLUMB, SMALL ADJUSTMENTS SHALL BE MADE TO

PLUMB THE LEAF. THIS SHALL BE DONE BY ADJUSTING DIAGONALS UOL 1 AND

U1L2 ONLY. AFTER THE LEAF IS PLUMB, ELECTRICAL STRAIN GAGE READINGS

WILL BE TAKEN AND RECORDED ON ALL THE DIAGONALS.

7. THE GATE LEAF WILL NOT BE CONSIDERED PROPERLY POST-TENSIONED IF

THE FOLLOWING CONDITIONS EXIST AFTER THE HYDRAULIC JACKS HAVE

BEEN REMOVED:

A) OUT OF PLUMB MORE THAN, 1/4" FROM TOP TO BOTTOM.

B) IF ELECTRICAL STRAIN GAGES PROVE DEFECTIVE AND GIVE INACCURATE

RESULTS.

C) IF THE FINAL STRESS IN ANY BAR OF THE POSITIVE DIAGONAL (UOL 1 & U1

L2) IS NOT 16.1 KSI +1.0 KSI.

D) IF THE FINAL STRESS IN ANY BAR OF THE NEGATIVE DIAGONAL (LOU1 & L 1

U2) IS NOT 19.8 KSI +1.0 KSI.

8. AFTER STRESSING OF THE DIAGONALS IS COMPLETED CAP PLATES SC505-4

SHALL BE INSTALLED.

9. A RECORD OF POST-TENSIONING OPERATIONS SHALL BE COMPILED. THE

FINAL STAGE GAGE READINGS FOR ALL DIAGONALS SHALL BE RECORDED

AFTER THE CRITERIA SPECIFIED IN NOTE 7 ABOVE IS MET. THE RECORDS OF

THE POST-TENSIONING OPERATIONS SHALL BE PROVIDED TO THE COR.

NO PAINT

THIS

SURFACE

(TYP.)

SCALE: 6" = 1'-0"D7

POSITIVE DIAGONAL SHIM

NOTE: MAKE 8.

MATERIAL: ASTM A709 GR. 36

0 0.125' 0.25' 0.5' 0.75'0 0.125' 0.25' 0.5' 0.75'

NOTE: MAKE 8.

MATERIAL: ASTM A709 GR. 36

SCALE: 6" = 1'-0"D5

NEGATIVE DIAGONAL SHIM

125125

125 125

2' - 8 1/2"

2 1/2" 4" 2 1/2"

SC501

(TYP.)

ø 1 1/16"

1 6

1/ 2 "

7/ 8"

5/8"

4 1/2" 3" 6 1/16" 5 3/8" 6 1/16" 3" 4 1/2"

DRILL THRU AND TAP

FOR SC500-6 (TYP.)

R 1/ 8" (T

YP.)

R 3"R 3"

"R 1"

R 1"R 1"

45°

2" 5"

5" 5"

1 6

1" 0.063

8 3/4" 45.00°

3/ 8"

4" 2 3/8"2 3/8"

6" 2 3/4"

SC501

R 1/8" (T YP.) ø 5/8" (TYP.)

SC501

1' - 0" 1' - 0 1/2" 1' - 0"

1" 6"

R 2" (TYP.)

3' - 0 1/2"

1" 1' - 0 3/4"

SC501

-C5

SC501

3/ 4"

R 5" (TYP.)9" 1' - 0 3/4"

R 4" (TYP.)

DRILL 2" DEEP

AND TAP FOR

COVER PLATE

5 1 /2"

YP.)

R 2"

R 2" (TYP.)

R 1/2" (T

YP.)

P.I.

5" 5"

1" 1"

R 1/8" (TYP. ALL AROUND)

1" 2"

0.0313A 2' - 0 3/16"

1' - 8 3/16"

1" 2"

SC501

4" (T

6" (TYP.)

R 3"

R 3" (TYP.)

R 2" (TYP.)

1' - 1 3/4" 7" 1' - 1 3/4"1" 1"

3' - 0 1/2"

R 2" (T

YP.)

1' - 0" 1' - 0 1/2" 1' - 0"

6 7 /8"

YP.)

5" 5"

R 2" (TYP.)

R 1/2" (TYP.)

1" THREADED HOLES

R 5"

R 4"

DRILL 2" DEEP

AND TAP FOR

COVER PLATE

P.I.

4"1"

P.I.

SC501

4" 1"

1" 0.0313A

R 1/8" (TYP. ALL AROUND)

1/2"1/4

SC500

TYP

100% M.T. 3/8

SC502

CAP PLATES NOT SHOWN

3/8

TYP

100% M.T.

TYP

100% M.T. 3/8

TYP

100% M.T. 3/8

TYP

100% M.T. 3/8

1' - 8 3/16"

4" 1"

2" 1"

NEGATIVE

DIAGONAL

POSITIVE

DIAGONAL

NEGATIVE

DIAGONAL

POSITIVE

DIAGONAL

26' - 0"26' - 0"

SC501

4" (T

6" (TYP.)

R 3"

1' - 1 3/4" 7" 1' - 1 3/4"

6 7 /8"

YP.)

R 2" (TYP.)

R 1/2" (TYP.)

1" THREADED

HOLES

R 4"

DRILL 2" DEEP AND TAP

FOR COVER PLATE

P.I.

2' - 10 9/16"

1' - 10 9/16"

5" 5"

5" 2"

SC501

-C5

SC501

R 2" (T

YP.

)WELD PREP

3/ 8"

1' - 8 3/16"

4" 2"3

3/ 4"

R 1/8" (TYP. ALL AROUND)

0.0313A

SHEET ID

N N

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CERTIFIED FINAL- READY TO ADVERTISE

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SC501

SCALE: 1 1/2" = 1'-0"F9

COVER PLATE

SCALE: 1 1/2" = 1'-0"

SC501 E9

CAP & COVER PLATE SECTIONS

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"D9

CAP PLATE

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"A1

POSITIVE DIAGONAL INSERT PLATE

0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"

SC501 C3

POSITIVE INSERT PLATE SECTION

0 0.25' 0.5' 1' 1.5'SCALE: 1 1/2" = 1'-0"C1

POSITIVE INSERT PLATE PROFILEA1

S501

SCALE: 1 1/2" = 1'-0"A6

NEGATIVE INSERT PLATE- MITER END

0 0.25' 0.5' 1' 1.5' SCALE: 1 1/2" = 1'-0"

SC501 A4

INSERT PLATE

0 0.25' 0.5' 1' 1.5'

SCALE: 12" = 1'-0"

SC501 C5

SHEAR KEY DETAIL

0 0.5 1 2

1:1SCALE

SHEAR KEY

(TYP.)

NOTE: LEFT SIDE SHEAR KEY SHOWN.

RIGHT SHEAR KEY OPPOSITE

SCALE: 1 1/2" = 1'-0"

SC501 C7

MITER NEGATIVE PL. PROFILE

0 0.25' 0.5' 1' 1.5'

NOTE: MAKE 8 OF EACH

MATERIAL: ASTM A709 GR. 36. 17 LBS EA.

NOTE: ALL EDGES HAVE A 1/8" RADIUS

NOTE: MAKE 8. 296 LBS EA

NOTE: MAKE 2

MATERIAL: ASTM A572 GR. 42 819 LBS EA

NOTE: MAKE 4

MATERIAL: ASTM A709 GR. 50 449 LBS EA.

D . K

7' -0

CL. G-1

CL. G-2

SCALE: 3/4" = 1'-0"D1

DOWNSTREAM INSTALLATION ELEVATION

0 0.5' 1' 2' 3'

CL. G-7

CL. G-8

'-3

-6

'-0

1/ 4"

37'-10 1/4" (TYP)

C-200

REF PT. U0 EXISTING G-1 TOP

GIRDER OF GATE

QUOIN DIAPHRAGM GUSSET PLATE

SEE DETAIL E1 / S502

COVER PLATE

NOT SHOWN

POSITIVE INSERT PLATE

SEE DETAIL C1 / SC501

POSITIVE DIAGONAL BAR

SEE DETAIL C1 / SC500

CENTER DIAPHRAGM

GUSSET PLATE

SEE DETAIL A3 / SC502

MITER DIAPHRAGM GUSSET

PLATE- SEE DETAIL A8 / SC502

COVER PLATE

SEE DETAIL F9 SC501

NEGATIVE INSERT PLATE

SEE DETAIL A6 / SC501

NEGATIVE DIAGONAL BAR

SEE DETAIL A1 / SC500

NEGATIVE DIAGONAL SHIM

SEE DETAIL A9 / SC501

C.L. MITER DIAPH.

REF PT. L2

CL. PIN HOLE

SC500-3

PIN AND RECESSED NUT

SC500-3

PIN AND RECESSED NUT

SC500-4

PIN AND RECESSED NUT

SC500-4

PIN AND RECESSED NUT

CL. PIN HOLE

REF PT. L1

WORK PT. L0

CL. QUOIN DIAPH.

FOR WELD DETAIL

SEE DETAIL F7 / SC502

CAP PLATES

SEE DETAIL D9 SC501

REF PT. 1

REF PT. U2

CL. QUOIN DIAPH.

CL. CENTER DIAPH. HYD. JACK BEARING SURFACE

NEGATIVE DIAGONAL SHIM

SEE DETAIL A9 / SC501

HYD. JACK BEARING SURFACE

C.L. MITER DIAPH.

D9 &

SCALE: 1 1/2" = 1'-0"A9

CENTER NEGATIVE INSERT PLATE

SCALE: 1 1/2" = 1'-0"

SC501 C9

CENTER NEGATIVE PL. PROFILE

0 0.25' 0.5' 1' 1.5'0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"

SC501 B4

INSERT PLATE SECTIONA9

NOTE: MAKE 2

MATERIAL: ASTM A572 GR. 42 582 LBS EA

CENTER NEGATIVE

0 0.25' 0.5' 1' 1.5'

MITER NEGATIVE

INSERT PLATE SECTION

3' - 0 1/2"

4' - 3 7/8"

1' - 0 1/2"

1' - 0

5" 3' - 10 7/8"

36.7627°

1' - 7 1/16"

2' - 1 7/8" 2' - 2 1/16"

R 3" ( T

YP.)

CUTOUT FOR

POSITIVE INSERT PLATE

R 3" (TYP.)

R 5"

CUTOUT FOR POSITIVE INSERT PLATE

SEE DETAIL A1 / SC501

W.P.

CL QUOIN DIAPH.

1" PL

R 2" (TYP.)

2'-0 3/16"

CUTOUT FOR

NEGATIVE INSERT PLATE

4' - 3 7/8"

36.7627°

5"3' - 10 7/8"

1' - 0"

1' - 0 1/2"3' - 0 1/2"

R 3" (TYP.)

R 5" (TYP.)

- 7

- 0

2' - 2 1/16" 2' - 1 13/16"

R 3" (TYP.)

CUTOUT FOR NEGATIVE INSERT PLATE

SEE DETAIL A6 / SC501

W.P.

CL. MITER DIAPHRAGM

1" PL

R 2" (TYP.)

36.7627° 36.7627° 1'

- 7 1/

)2 3/

3' - 10 7/8" 3' - 10 7/8"

7' - 9 3/4"

2' - 2 1/16" 3' - 5 5/8" 2' - 2 1/16"

3' - 0 1/2" (T

YP.)

1' - 0 " (T

YP.)

1' - 0 1/2" (T

YP.)

R 2" (TYP.)

CUTOUT FOR

POSITIVE INSERT PLATE

CUTOUT FOR POSITIVE INSERT PLATE

SEE DETAIL A1 / SC501CUTOUT FOR NEGATIVE INSERT PLATE

SEE DETAIL A6 / SC501

W.P.

R 3" (TYP.)

1" PL

CENTER GUSSET PLATE

1' - 0 1/2"

2' - 0 1/8"

1" GUSSET PLATE

POSITIVE

INSERT PLATE

VOID

SC502

THICKNESS:

1/8" MAKE 8

1/16" MAKE 16

1/32" MAKE 8

9/16"

2"3"

7/ 8"

1/ 4"

9/16"

1 3/4"

7/ 8"

1/ 4"

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

R O

, M I 4

U .S

. A R

M Y

C O

O F

R S

C H

W A

C O

U N

, M

O L

O C

K C

O M

, P O

C K

G A

N D

C O

CERTIFIED FINAL- READY TO ADVERTISE

.rv t

T N

U M

-P

...\Active Projects\OM-St. Marys River MI (484591) - FY20 Poe Blasting and Coating\3 - CADD\CAD_BIM\01_Revit Work Folder Print: ANSI_D 100% Centered Landscape Vector High Raster Color

1X K2

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D O

W N

G O

G U

SC502

SCALE: 1 1/2" = 1'-0"E1

QUOIN DIAPHRAGM GUSSET PLATE

SCALE: 1 1/2" = 1'-0"A8

MITER DIAPHRAGM GUSSET PLATE

SCALE: 1 1/2" = 1'-0"A3

CENTER DIAPHRAGM GUSSET PLATE

GENERAL SHEET NOTES

1. EDGES OF INSERT CUTOUTS TO BE WELDED SHALL BE PREPARED FOR CJP

WELDS.

2. INSERT PLATES SHALL BE WELDED INTO CUTOUT AND NDT PRIOR TO

ATTACHING GUSSET PLATES TO THE MITER GATE LEAVES.

3. AFTER INSERT PLATES HAVE BEEN WELDED INTO THE CUT OUTS IN THE

GUSSET PLATES, THE GUSSET PLATES SHALL BE THERMALLY STRESSED

RELIEVED IN ACCORDANCE WITH THE SPECIFICATIONS.

4. FILLET WELDS CONNECTING THE GUSSET PLATES TO THE HORIZONTAL

GIRDER FLANGES AND VERTICAL DIAPHRAGM FLANGES SHALL BE

CONTINUOUS AND WRAPPED AROUND THE CORNERS FROM ONE SIDE OF

THE GUSSET PLATE TO THE OTHER.

SCALE: 1 1/2" = 1'-0"E4

QUOIN GUSSET PLATE AND INSERT PLATE ASSEMBLY

0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5'

SCALE: 6" = 1'-0"

SC502 F7

INSERT PLATE WELD SECTION

CJP. TYP.

100% U.T.

GRIND BOTH

SIDES FLUSH

INSERT

PLATE

0 0.125' 0.25' 0.5' 0.75'

NOTE: MAKE 2

MATERIAL: ASTM A709 GR. 50 797 LBS. EA

POST TENSIONING ARRANGEMENT

NOTE: MAKE 2

MATERIAL: ASTM A709 GR. 50 471 LBS. EA

NOTE: MAKE 2

MATERIAL: ASTM A709 GR. 50 471 LBS. EA

EDGES SHALL BE FLUSH

(GRINDING OR CUTTING)

SCALE: 3" = 1'-0"C1

FLAT TEMP. SHIMS

0 0.125' 0.25' 0.5' 0.75'

SCALE: 3" = 1'-0"B1

POS. TEMP. PLATE

0 0.125' 0.25' 0.5' 0.75'

SCALE: 3" = 1'-0"A1

NEG. TEMP. PLATE

0 0.125' 0.25' 0.5' 0.75'

D . K

SCALE: 1 1/2" = 1'-0"

SC501 E7

TYP. GUSSET WELD DETAIL

0 0.25' 0.5' 1' 1.5'

3/8

TYP.

100% M.T.

WRAP WELD AROUND

CORNER (TYP.)

1" GUSSET PLATE

CL INSERT PLATE

REFERENCE POINT U0

D F

8 "

3' - 10 7/8"

REFERENCE POINT U1

CL INSERT PLATE CL INSERT PLATE

REFERENCE POINT U2

5" H

CL INSERT PLATE

SHEET ID

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

R O

, M I 4

U .S

. A R

M Y

C O

O F

R S

C H

W A

C O

U N

, M

O L

O C

K C

O M

, P O

C K

G A

N D

C O

CERTIFIED FINAL- READY TO ADVERTISE

.rv t

T N

U M

-P

...\Active Projects\OM-St. Marys River MI (484591) - FY20 Poe Blasting and Coating\3 - CADD\CAD_BIM\01_Revit Work Folder Print: ANSI_D 100% Centered Landscape Vector High Raster Color

1X K2

4/9/2021 14:24:31

D O

W N

G O

C O

O L

O N

SC503

SCALE: 1" = 1'-0"E1

QUOIN DIAPHRAGM CONTROL

SCALE: 1" = 1'-0"E3

CENTER DIAPHRAGM CONTROL

0 0.5' 1' 2' 0 0.5' 1' 2' SCALE: 1" = 1'-0"E6

MITER DIAPHRAGM CONTROL

0 0.5' 1' 2'

SCALE: 1/2" = 1'-0"C1

POSITIVE DIAGONAL BAR CONTROL

0 0.5' 1' 2'

SCALE: 1/2" = 1'-0"A1

NEGATIVE DIAGONAL BAR CONTROL

0 0.5' 1' 2'

GENERAL SHEET NOTES

1. THE SPECIFIED STRUCTURAL DIMENSION TOLERANCES ARE BASED ON A

STRUCTURAL TEMPERATURE OF 70 DEGREES F.

CONTROL DIMENSION SCHEDULE

DIMENSION W/ MEASURED

TOLERANCE RIGHT LEAF LEFT LEAF

A 29 1/16"

B 36.76°

C 29 1/16"

D 36.76°

E 29 1/16"

F 36.76°

G 29 1/16"

H 36.76°

J 38' 6"

K 38' 7 15/16"

D . K

MK S-702-5

MK S-702-7

MK S-702-8

MK S-702-6

MK S-701-1

MK S-701-2

MK S-701-3

THRUST DIAPHRAGM

†" STIFFENER

VERTICAL END PLATE

2" DIA. HOLE

EDGE OF †" STIFFENER

EDGE OF FLANGE

†" STIFFENER

(DRILLED)

2" DIA. HOLE

IS DRILLED

AFTER HOLE

BY GRINDING

TO BE REMOVED

HATCHED AREA

EXISTING FLANGE

1'-5

" 2"

2'-3" "

" 2"

EXISTING FLANGE

(DRILLED)

2" DIA. HOLE

†" STIFFENER

EDGE OF FLANGE

FILLET WELDS

ALONG HORIZONTAL

HAS PROPAGATED

BE REMOVED IF CRACK

ADDITIONAL MATERIAL TO

WELD PREP

TRANSITION

SMOOTH

IS DRILLED

AFTER HOLE

BY GRINDING

REMOVED

TO BE

HATCHED AREA

AFTER WELDING IS COMPLETE

GOUGING AND / OR GRINDING

MATERIAL TO BE REMOVED BY

SMOOTH TRANSITION

WELD PREP

COMPLETE

WELDING IS

GRINDING AFTER

GOUGING AND / OR

REMOVED BY

MATERIAL TO BE

WEB

DIAPRAGM

END

9"x1" PL.

MK S-701-4

4'-4 •" AS SHOWN

COMPLETE

WELDING IS

DRILLED AFTER

1 •" DIA. HOLE

HOLE

DRAIN

NEW 2"

HOLE

DRAIN

NEW 2"

MK S-702-10

MK S-702-11

MK S-702-12

R 3"

63°

45°

2‚"

AFTER HOLE IS DRILLED

REMOVED BY GRINDING

SHADED AREA TO BE

ELEVATION

0 1' 2' 4'

SCALE: …" = 1'-0"

Q U

S T

CLEND DIAPHRAGMCLEND DIAPHRAGM

- SCALE: ƒ" = 1'-0"

SECTION

TYP.

M.T.

100%

TYP.

U.T.

100%

C.J.P.

TYP.

U.T.

100%

C.J.P.

- SCALE: 3" = 1'-0"

END PLATE TYP. WELD ACCESS HOLE

NOT SHOWN.

NEW FLANGE NOTE:

- SCALE: 3" = 1'-0"

NOT SHOWN.

NEW FLANGE NOTE:

TYPICAL WELD ACCESS HOLE

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

1 REQ'D OPP. HAND

2 REQ'D AS SHOWN

MK S-701-1

SCALE: ƒ" = 1'-0"

MK S-701-2

SCALE: ƒ" = 1'-0"

1 REQ'D OPP. HAND

1 REQ'D AS SHOWN

MK S-701-3

SCALE: 6" = 1'-0"

4"2"1"

WELD PREP DETAIL

SCALE: 6" = 1'-0"

WELD PREP DETAIL

- SCALE: 3" = 1'-0"

NOT SHOWN.

NEW FLANGE NOTE:

MODIFIED TYP. WELD ACCESS HOLE

SCALE: 3" = 1'-0"

12"9"6"3"

TRANSITION RADIUS

SCALE: 3" = 1'-0"

MK S-701-4

36 REQ'D

F il e N a m e

S-701

SNO

Is D a te

U s e rs \H

C X

A C

\D e s k to p \P

O E L

O C

K T

E M

P W

O R

K F

E \g a te

R E -P

O E -G

R -S -7

.d g n

H E

C X

A C

/3 /2 u S

T D

V .p e n u b w .t b l

S H

E E

T S

-S

E P -2

G A

T E

O R

T H L

E A

P O

E L

O C

F A

U E R

F O

R C

E M

E N

D O

W N

S T

R E

A M E

L E

V A

S E

C T

N D

E T

D A

A B

DOWNSTREAM

WELD PREP DETAIL

0 6" 1' 2'

SCALE: 1- •" = 1'-0"

TYP.

U.T.

100%

C.J.P.

OPP

4-5 •" OPPOSITE 5

OPP

C L

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

S A

U L T S

T E

M A

M I

S T M

A R

Y S R

E R

2 REQ'D AS SHOWN

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

S-703

GENERAL NOTES:

ALL WELD BACKING SHALL BE CERAMIC.8.

SHEET & DETAILS 3 & 4 ON SHEET S-703.

HORIZONTAL 5/8" STIFFENER SEE DETAIL 2 ON THIS

FOR DETAILS OF WELD ACCESS HOLES IN UPSTREAM 7.

SOUTH LEAVES OF GATE #1.

QUANTITIES SHOWN ARE FOR BOTH THE NORTH AND 6.

PERFORM.

WELDERS MUST BE QUALIFIED FOR THE WELDS THEY 5.

ALL ELECTRODES SHALL BE E7018 LOW HYDROGEN.4.

WITH AWS D1.1/D1.1M.

ALL WELDING SHALL BE PERFORMED IN ACCORDANCE 3.

ALL DIMENSIONS SHALL BE FIELD VERIFIED.2.

ASTM A709/A709M GRADE 36.

MATERIAL SHALL BE EITHER ASTM A36/A36M OR 1.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

"8 7 "

IS COMPLETE

AFTER WELDING

GRINDING

AND / OR

BY GOUGING

BE REMOVED

MATERIAL TO

TRANSITION

SMOOTH

IS COMPLETE

AFTER WELDING

GRINDING

AND / OR

BY GOUGING

BE REMOVED

MATERIAL TO

WELD PREP

1" "

45°

TRANSITION

SMOOTH

WELD PREP

TRANSITION

SMOOTH

IS COMPLETE

AFTER WELDING

GRINDING

AND / OR

BY GOUGING

BE REMOVED

MATERIAL TO

45°

TRANSITION

SMOOTH

IS COMPLETE

AFTER WELDING

GRINDING

AND / OR

BY GOUGING

BE REMOVED

MATERIAL TO

TRANSITION

SMOOTH

WELD PREPWELD PREP

R 3" TYP.

"16

6'-7

1 1

WELD PREP

IS COMPLETE

AFTER WELDING

GRINDING

AND / OR

BY GOUGING

BE REMOVED

MATERIAL TO

WELD PREP

SMOOTH TRANSITIONSMOOTH TRANSITION

MK S-702-12

MK S-702-13

MK S-702-14

MK S-702-15

MK S-702-9

MK S-702-10

MK S-702-11

MK S-702-13

"16

6'-8

2"1"

"16

6'-8

"16

2'-4

1" 2"

"16

3'-6

1"1"

2" 2"

45°

9ƒ"

6" 6" "4

END DIAPHRAGMCL CL END DIAPHRAGM

SCALE: •" = 1'-0"

0 1' 2' 3'

SCALE: ƒ" = 1'-0" SCALE: ƒ" = 1'-0" SCALE: ƒ" = 1'-0"

SCALE: ƒ" = 1'-0"

SCALE: 3" = 1'-0"

12"9"6"3"

SCALE: 3" = 1'-0"

8 REQ'D AS SHOWN

2 REQ'D OPP. HAND

2 REQ'D AS SHOWN

1 REQ'D OPP. HAND

1 REQ'D AS SHOWN

1 REQ'D OPP. HAND

1 REQ'D AS SHOWN

1 REQ'D OPP. HAND

1 REQ'D AS SHOWN

SCALE: 3" = 1'-0"

4 REQ'D

SCALE: 3" = 1'-0"

2 REQ'D

SCALE: 3" = 1'-0"

4 REQ'D

SCALE: 3" = 1'-0"

2 REQ'D

UPSTREAM ELEVATION

SCALE: 3" = 1'-0"

MK S-702-15

MK S-702-5 MK S-702-6 MK S-702-7 MK S-702-8

MK S-702-12

MK S-702-13 MK S-702-14

MK S-702-11 MK S-702-10 MK S-702-9

0 1' 2' 4'

SCALE: •" = 1'-0"

NOTES:

"8 52R

S-701

G5M

S T

Q U

S T

C L

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

S A

U L T S

T E

M A

M I

S T M

A R

Y S R

E R

F il e N a m e

S-702

SNO

Is D a te

U s e rs \H

C X

A C

\D e s k to p \P

O E L

O C

K T

E M

P W

O R

K F

E \g a te

R E -P

O E -G

R -S -7

.d g n

H E

C X

A C

/3 /2 u S

T D

V .p e n u b w .t b l

S H

E E

T S

-S

E P -2

G A

T E

O R

T H L

E A

P O

E L

O C

D A

A B

F A

U E R

F O

R C

E M

E N

U P

S T

R E

A M E

L E

V A

S E

C T

N S D

E T

8 REQ'D AS SHOWN

OPP

SCALE: 6" = 1'-0"

WELD PREP DETAIL

SCALE: 6" = 1'-0"

4"2"1"

SCALE: 6" = 1'-0"

WELD PREP DETAIL

SCALE: 6" = 1'-0"

WELD PREP DETAIL

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

GTYP.

U.T.

100%

CJP

S-703

R 3

"813R

"21

"85 2R

PUDDLE GROUND FLUSH TO SURFACE.

ALL WELD BANDING SHALL BE REMOVED AND WELD 4.

ALL WELD BACKING SHALL BE CERAMIC.3.

S-701 & DETAILS 3 & 4 ON SHEET S-703

†" STIFFENERS SEE DETAILS 2, 3 AND 4 ON SHEET

FOR DETAILS OF WELD ACCESS HOLES IN HORIZONTAL 2.

FOR GENERAL NOTES SEE SHEET S-701.1.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

AFTER HOLE IS DRILLED

REMOVED BY GRINDING

HATCHED AREA TO BE

THRUST DIAPHRAGM

2" DIA. HOLE

VERTICAL END PLATE

†" STIFFENER

EDGE OF †" STIFFENER

†" STIFFENER

EDGE OF †" STIFFENER2" DIA. HOLE

AFTER HOLE IS DRILLED

REMOVED BY GRINDING

HATCHED AREA TO BE

EXISTING FLANGE

0 "

EDGE OF GUSSET PLATE CL. OF HOLE

EDGE OF FLANGE

EXISTING WELD

FLANGE

VERTICAL

EDGE OF

FLANGE

VERTICAL

EDGE OF

FLANGE

VERTICAL

EDGE OF

NEW PLATE

COMPLETE

WELDING

AFTER

DRILLED HOLE

COMPLETE

WELDING

AFTER

HOLE

DRILLED

COMPLETE

WELDING

AFTER

HOLE

DRILLED

C L

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

H U

N T

G T

O N D

T R

H U

N T

G T

O N

W E

S T V

S A

U L T S

T E

M A

M I

S T M

A R

Y S R

E R

F il e N a m e

S-703

Is D a te

U s e rs \H

C X

A C

\D e s k to p \P

O E L

O C

K T

E M

P W

O R

K F

E \g a te

R E -P

O E -G

R -S -7

.d g n

H E

C X

A C

/2 u S

T D

V .p e n u b w .t b l

S H

E E

T S

-A

U G -2

G A

T E

O R

T H L

E A

P O

E L

O C

D A

A B

F A

U E R

F O

R C

E M

E N

S E

C T

N S D

E T

S T

R E

A M D

O W

N S

T R

E A

S-701

0 6" 1' 2'

SCALE: 1- •" = 1'-0"

S-702 SCALE: 1- •" = 1'-0"

SCALE: 3" = 1'-0"

END PLATE TYP. WELD ACCESS HOLE

3 TYPICAL WELD ACCESS HOLE

NOT SHOWN.

NEW FLANGE NOTE:

NOT SHOWN.

NEW FLANGE NOTE:

S-701

S-701 SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

12"9"6"3"

- SCALE: 1'-0" = 1'-0"

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

TYP.

U.T.

100%

CJP

G G

WELD DETAILS WELD DETAILS

TYPICAL WELD HOLE

TYPICAL WELD HOLE TYPICAL WELD HOLE

NOTES:

PUDDLE GROUND FLUSH TO SURFACE.

ALL WELD BANDING SHALL BE REMOVED AND WELD 3.

ALL WELD BACKING SHALL BE CERAMIC.2.

FOR GENERAL NOTES SEE SHEET S-701.1.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

SL-PLR_V-101

SL-PLR_V-201

SL-PLR_GC101

SL-PLR_CU101

SL-PLR

Sheets

C-200 - REQUIRED GATE CONSTRUCTION

CD200 - DEMOLITION OF PROFILE OF GATE

SC500 - DOWNSTREAM DIAGONAL BAR DETAILS

SC501 - DOWNSTREAM DIAGONAL PLATE DETAILS

SC502 - DOWNSTREAM DIAGONAL GUSSET PLATE DETAILS

SC503 - DOWNSTREAM DIAGONAL GENERAL CONTROL DIMENSIONS

R-800 Poe As Builts.pdf

SMR-L2-20 1 POE LOCK LOCK PLAN AND SECTIONS

SMR-L2-20 2 POE LOCK MONOLITH LAYOUT

SMR-L2-20 9 POE LOCK NORTH WALL STA. 4+29.33A TO STA. 0+61.0A

SMR-L2-20 25 POE LOCK LOCK FLOOR STA. 4+29.33A TO STA. 1+09.0A

SMR-L2-20 50 POE LOCK MITER GATE NO. 1 RECESSES DETAILS

SMR-L2-20 55 POE LOCK MITER GATE SILL ANDGLE AND PINTLE BASE ANCHORAGE

SMR-L2-20 56 POE LOCK MITER GATE MISCELLANEOUS METALS

SMR-L2-21 1 POE LOCK MITER GATES OUTLINE OF GATE AND RECESS GATES 1, 2 AND 3

SMR-L2-21 3 POE LOCK MITER GATES FRAMING GATES 1 AND 4

SMR-L2-21 5 POE LOCK MITER GATES TOP GIRDER GATES 1, 2, 3 AND 4

SMR-L2-21 6 POE LOCK MITER GATES INTERMEDIATE GIRDERS GATES 1 AND 4

SMR-L2-21 8 POE LOCK MITER GATES BOTTOM GIRDER GATES 1, 2, 3 AND 4

SMR-L2-21 9 POE LOCK MITER GATES QUOIN AND MITER POSTS GATES 1 AND 4

SMR-L2-21 11 POE LOCK MITER GATES DIAGONALS AND GUSSETS GATES 1 AND 4

SMR-L2-21 13 POE LOCK MITER GATES WALKWAY GATES 1, 2 AND 3

SMR-L2-21 16 POE LOCK MITER GATES ANCHORAGE LINKS GATES 1, 2, 3 AND 4

SMR-L2-21 17 POE LOCK MITER GATES EMBEDDED ANCHORAGES GATES 1, 2, 3 AND 4

SMR-L2-21 23 POE LOCK MITER GATES LUBRICATION SYSTEM GATES 1, 2, 3 AND 4

SMR-L2-22 1 POE LOCK MITER GATE OPERAITNG MACHINERY GENERAL ARRANGEMENT

SMR-L2-22 2 POE LOCK MITER GATE OPERATING MACHINERY YOKE AND CYLINDER BASE, ASSEMBLY AND DETAILS

SMR-L2-22 3 POE LOCK MITER GATE OPERATING MACHINERY HYDRAULIC CYLINDER, ASSEMBLY AND DETAILS

SMR-L2-22 4 POE LOCK MITER GATE OPERATING MACHINERY HYDRAULIC CYLINDER, DETAILS

SMR-L2-22 5 POE LOCK MITER GATE OPERATING MACHINERY GATE CONNECTION, ASSEMBLY AND DETAILS

SMR-L2-22 6 POE LOCK MITER GATE OPERATING MACHINERY LIMIT SWITCH LINKAGE AND MISCELLANEOUS DETAILS

SMR-L2-22 7 POE LOCK MITER GATE OPERATING MACHINERY HYDRAULIC SCHEMATIC, PIPING DIAGRAMS AND MISCELLANEOUS DETAILS

SMR-L2-22 8 POE LOCK MITER GATE OPERATING MACHINERY PARTS AND MATERIAL LIST

Poe Gate 1 - Crack Repairs and Reinforcement Drawings 8-28-2019 (002).pdf

LRE-POE-G1R-S-701

References

Design Model-1, G-BSAD_4.dgn

Ref-4, Cheat Sheet.dgn

Ref-5, Poe Gate #1 V2.dgn

Ref-6, Poe Gate #1 V2.dgn

LRE-POE-G1R-S-702 (003)

LRE-POE-G1R-S-702

References

Top-1, gate 1 reinforcement.dgn

Top-2, gate 1 reinforcement.dgn

Top-3, gate 1 reinforcement.dgn

Top-4, gate 1 reinforcement.dgn

Design Model-1, G-BSAD_4.dgn

Ref, Cheat Sheet.dgn

Top-10, upstream.dgn

Top-11, upstream.dgn

Top-12, upstream.dgn

Top-13, upstream.dgn

Top-14, upstream.dgn

Top-15, upstream.dgn

Top-16, upstream.dgn

Top-17, upstream.dgn

Top-22, upstream.dgn

Top-18, Poe Gate #1 V2.dgn

Top-19, Poe Gate #1 V2.dgn

Top-20, Poe Gate #1 V2.dgn

Top-21, Poe Gate #1 V2.dgn

Poe Gate 1 - Crack Repairs and Reinforcement Drawings 8-28-2019

LRE-POE-G1R-S-701

References

Top, gate 1 reinforcement.dgn

Design Model-1, G-BSAD_4.dgn

Ref-4, Cheat Sheet.dgn

Ref-5, Poe Gate #1 V2.dgn

Top-1, LRE-POE-SG3R-701.dgn

Top-2, LRE-POE-G1R-S-702.dgn

Ref-6, Poe Gate #1 V2.dgn

LRE-POE-G1R-S-702

References

Top, LRE-POE-SG3R-701.dgn

Top-1, gate 1 reinforcement.dgn

Top-2, gate 1 reinforcement.dgn

Top-3, gate 1 reinforcement.dgn

Top-4, gate 1 reinforcement.dgn

Design Model-1, G-BSAD_4.dgn

Ref, Cheat Sheet.dgn

Top-10, upstream.dgn

Top-11, upstream.dgn

Top-12, upstream.dgn

Top-13, upstream.dgn

Top-14, upstream.dgn

Top-15, upstream.dgn

Top-16, upstream.dgn

Top-17, upstream.dgn

Top-22, upstream.dgn

Top-18, Poe Gate #1 V2.dgn

Top-19, Poe Gate #1 V2.dgn

Top-20, Poe Gate #1 V2.dgn

Top-21, Poe Gate #1 V2.dgn

LRE-POE-G1R-S-703

References

Top, Poe Gate #1 V2.dgn

Top-11, upstream.dgn

Top-23, upstream.dgn

Top-24, upstream.dgn

Design Model-1, G-BSAD_4.dgn

Ref, Cheat Sheet.dgn

SL-PLR3.pdf

Sheets

C-200 - REQUIRED GATE CONSTRUCTION

CD200 - DEMOLITION OF PROFILE OF GATE

SC500 - DOWNSTREAM DIAGONAL BAR DETAILS

SC501 - DOWNSTREAM DIAGONAL PLATE DETAILS

SC502 - DOWNSTREAM DIAGONAL GUSSET PLATE DETAILS

SC503 - DOWNSTREAM DIAGONAL GENERAL CONTROL DIMENSIONS

File details come from the government source that posted it. Updated Apr 15, 2021.