ATTACHMENT_2_-_DRAWINGS_.pdf

G-001

T S

C H

O L L

R S

M

IT

H C

O V

E R

RELEASE DATE

P2

INDC/Detroit District/Louisville District of Engineers US Army Corps

POE CHAMBER, SOO LOCKS & DAM, SAULT ST. MARIE, MICHIGAN

FY 2017

P2 153619

AREA MAP VICINITY MAP

CONTACT BLOCK REPLACEMENT

MITER AND QUOIN

R

N

IC

H O

L S

W911-XK-17-R-0004SOLICITATION# -

CONTRACT#

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

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

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH

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

CERTIFIED FINAL READY TO ADVERTISE

NICHOLAS J. ZAGER /S/

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

MARIE T. STRUM /S/

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-001.dgn

12-MAY-2017 09:17

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E C

D A

T E

D R

A W

IN

G C

O D

E

S

A L E

D A

T

Y

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

G-002

G

G R

U N

W A

L D

T S

C H

O L L

IN

D

E X

B S

M

IT

H

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-002.dgn

12-MAY-2017 09:17

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G-003

T S

C H

O L L

A R

E A P

L A

N

L A

Y D

O W

N W

O R

K

N

IC

H O

L S

B S

M

IT

H

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

POE LOCK GATE #1

POE LOCK GATE #3

LAYDOWN & WORK AREA PLAN1

G-003 SCALE = NTS

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-003.dgn

12-MAY-2017 09:17

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G-004

G

G R

U N

W A

L D

T S

C H

O L L

B S

M

IT

H

POE LOCK GATE 3

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

SEE NOTE 4.

OF RESTRICTED WORK AREA

APPROX. LOCATION & DIMENSIONS

N A

T U

R A

L G

A S P

L

N

NATURAL GAS PLAN

SCALE = NTS

G-004

REFER TO SPECIFICATION SECTION 01 35 13, PARAGRAPH TITLED UTILITY SERVICES.4.

AREA CONTAINS LOCK SUMP PIT.

CONTRACTOR EQUIPMENT AND PERSONNEL SHALL NOT BE LOCATED WITHIN THE RESTRICTED WORK AREA. 3.

SEE SHEET REFERENCE AS-BUILT DRAWINGS FOR LOCK CROSS SECTIONS AND ELEVATIONS. 2.

COORDINATE WITH THE FACILITY

PEDESTRIAN ACCESS, SEE EM-385-1-1 FOR SAFETY COMPLIANCE.

CONTRACTOR TEMPORARY UTILITIES SHALL NOT IMPEDE 1.

NOTES:

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-004.dgn

12-MAY-2017 09:17

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G-005

G

G R

U N

W A

L D

T S

C H

O L L

A R

E A P

L A

N

T Y

P

IC

A L W

O

K

BLOCKS

MITER CONTACT

BLOCKS

QUOIN CONTACT

BLOCKS

QUOIN CONTACT

B S

M

IT

H

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

GENERAL SHEET NOTES

FOR ADDITIONAL GATE INFORMATION, SEE SHEET S-102.

GATE 1 SHOWN. GATE 3 SIMILAR.

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-005.dgn

12-MAY-2017 09:18

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G-006

G

G R

U N

W A

L D

T S

C H

O L L

B S

M

IT

H

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

D R

A

IN

A G

E P

L A

N

C H

A M

B E

R

FOR REFERENCE ONLY

GOVERNMENT APPROVED METHODS.

BLASTINGS, DEBRIS, OR OTHER CONTAMINATION BY

ALL LOCK CHAMBER DRAINS SHALL BE PROTECTED FROM 3.

DATUM. (I.G.L.D.) 1955.

ELEVATIONS BASED ON INTERNATIONAL GREAT LAKES 2.

GRID SYSTEM IS BASED ON CANAL COORDINATE SYSTEM.1.

NOTES:

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-006.dgn

12-MAY-2017 09:18

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G-007

G

G R

U N

W A

L D

T S

C H

O L L

B S

M

IT

H

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

D R

A

IN

A G

E P

L A

N

C H

A M

B

FOR REFERENCE ONLY

GOVERNMENT APPROVED METHODS.

BLASTINGS, DEBRIS, OR OTHER CONTAMINATION BY

ALL LOCK CHAMBER DRAINS SHALL BE PROTECTED FROM 3.

DATUM. (I.G.L.D.) 1955.

ELEVATIONS BASED ON INTERNATIONAL GREAT LAKES 2.

GRID SYSTEM IS BASED ON CANAL COORDINATE SYSTEM.1.

NOTES:

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-007.dgn

12-MAY-2017 09:20

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G-008

G

G R

U N

W A

L D

T S

C H

O L L

B S

M

IT

H

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

D R

A

IN

A G

E P

L A

N

C H

A M

B

FOR REFERENCE ONLY

GOVERNMENT APPROVED METHODS.

BLASTINGS, DEBRIS, OR OTHER CONTAMINATION BY

ALL LOCK CHAMBER DRAINS SHALL BE PROTECTED FROM 3.

DATUM. (I.G.L.D.) 1955.

ELEVATIONS BASED ON INTERNATIONAL GREAT LAKES 2.

GRID SYSTEM IS BASED ON CANAL COORDINATE SYSTEM.1.

NOTES:

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_G-008.dgn

12-MAY-2017 09:21

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-101

R

N

IC

H O

L S

R

N

IC

H O

L S

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

GENERAL NOTES

P L

A N V

IE

W

E X

IS

T

IN

G M

IT

E

R G

A T

E S

D E

M O

L

IT

IO

N

PLAN

SCALE = NONE

S-101

B S

M

IT

H

SMR L2-21/20

SMR L2-21/9, SMR L2-21/10 AND

SEE REFERENCE DRAWINGS

MATERIAL, AND ADJUSTING BOLTS, (REQ'D).

CONTACT BLOCK, ZINC BACKING

REMOVE EXISTING QUOIN

SMR L2-21/10.

SMR L2-21/8, SMR L2-21/9 AND

SEE REFERENCE DRAWINGS

AND ADJUSTING BOLTS (REQ'D).

MATERIAL, RUBBER CORNER SEAL,

CONTACT BLOCKS, ZINC BACKING

REMOVE EXISTING MITER

AND RUBBER CORNER SEALS, SEE SPECIFICATION SECTION 01 57 19.

7. CONTRACTOR SHALL DISPOSE OF THE REMOVED EXISTING MITER AND QUOIN CONTACT BLOCKS

6. INSTALL CONCAVE MITER CONTACT BLOCKS TO THE LEFT GATE LEAF (NORTH GATE LEAF).

5. INSTALL CONVEX MITER CONTACT BLOCKS TO THE RIGHT GATE LEAF (SOUTH GATE LEAF).

4. SEE DRAWINGS S-201 THRU S-208 FOR REQUIRED REPLACEMENT CONTACT BLOCK DETAILS.

OF EXISTING GATES.

3. SEE REFERENCE DRAWINGS SMR-L2-21/1 THRU SMR-L2-21/23 FOR AS-BUILTS

2. NOTED WORK SHALL BE REPEATED FOR LEFT GATE LEAF (NORTH GATE LEAF).

1. PLAN VIEW APPLIES TO MITER GATES 1 AND 3, RIGHT GATE LEAF (SOUTH GATE LEAF)

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-101.dgn

12-MAY-2017 09:22

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-102

N

IC

H O

L S

R

N

IC

H O

L S

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

GENERAL NOTES

S-102

WELDED MITER CONTACT BLOCK- NORTH LEAF MITER GATE 3 3

U P

S T

R E

A M E

L E

V A

T

IO

N S

E X

IS

T

IN

G M

IT

E

R G

A T

E S

D E

M O

L

IT

IO

N

AND ADJUSTING BOLTS (REQ'D)

MATERIAL, RUBBER CORNER SEAL,

CONTACT BLOCK, ZINC BACKING

REMOVE EXISTING MITER

(REQ'D)

MATERIAL, AND ADJUSTING BOLTS

CONTACT BLOCK, ZINC BACKING

REMOVE EXISTING QUOIN

(REQ'D).

MATERIAL, AND ADJUSTING BOLTS

CONTACT BLOCK, ZINC BACKING

REMOVE EXISTING QUOIN

SCALE = NONE

S-102

UPSTREAM ELEVATION - MITER GATE 1

SCALE = NONE

S-102

UPSTREAM ELEVATION - MITER GATE 3

/2

R E

Q U

IR

E D W

O R

K L

IM

IT

S

/8

R E

Q U

IR

E D W

O R

K L

IM

IT

S

/4

R E

Q U

IR

E D W

O R

K L

IM

IT

S

/8

R E

Q U

IR

E D W

O R

K L

IM

IT

S

S-103

S-103

S-103

S-103

S-103

S-103

S-103

S-103

S-103

S-103

S-103

S-103

EXACT LENGTH AND LOCATION ARE NOT KNOWN. ASSUME 20 FEET OF WELDS TOTAL FOR ALL FOUR GATE LEAVES ON BOTH U.S. AND D.S. SIDES OF LEAF.

NOTE: CONTACT BLOCK WELDED IN PLACE. CONTRACTOR SHALL REMOVE WELD BY GRINDING AND CUT-OFF WHEEL TO REMOVE CONTACT BLOCK.

SCALE = NONE

AND ADJUSTING BOLTS (REQ'D)

MATERIAL, RUBBER CORNER SEAL,

CONTACT BLOCK, ZINC BACKING

REMOVE EXISTING MITER

B S

M

IT

H

10 PLACEMENT HOLES).

QUOIN ENDS (SEE REFERENCE DRAWINGS SMR-L2-21/9 AND SMR-L2-21/10 FOR EXISTING ZINC

PLACEMENT HOLES ON THE DOWNSTREAM SIDE OF EACH GATE LEAF ON BOTH MITER AND

8. CONTRACTOR SHALL DRILL 1" DIAMETER HOLES CENTERED BETWEEN THE EXISTING ZINC

ZINC FILLER AND RUBBER CORNER SEALS, SEE SPECIFICATION SECTION 01 57 19.

7. CONTRACTOR SHALL DISPOSE OF THE REMOVED EXISTING MITER AND QUOIN CONTACT BLOCKS

6. INSTALL CONCAVE MITER CONTACT BLOCKS TO THE LEFT GATE LEAF (NORTH GATE LEAF), SEE SHEETS S-201 AND S-204.

5. INSTALL CONVEX MITER CONTACT BLOCKS TO THE RIGHT GATE LEAF (SOUTH GATE LEAF), SEE SHEETS S-201 AND S-204.

4. SEE DRAWINGS S-201 THRU S-208 FOR REQUIRED REPLACEMENT CONTACT BLOCK DETAILS.

OF EXISTING GATES.

3. SEE REFERENCE DRAWINGS SMR-L2-21/1 THRU SMR-L2-21/23 FOR AS-BUILTS

2. NOTE WORK SHALL BE REPEATED FOR LEFT GATE LEAF (NORTH GATE LEAF).

REQUIRES REPLACEMENT WITH ASTM A36 STRUCTURAL STEEL.

1. ASSUME 20 FEET OF 3" X 3/4" BAR SHOWN IN DETAIL 3, S-102 IS DAMAGED AND

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-102.dgn

12-MAY-2017 09:24

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-103

T S

C H

O L L

R

N

IC

H O

L S

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

BELOW GIRDER 12 ON GATE 3.

NOTE: SECTION IS BELOW GIRDER 7 ON GATE 1 AND

SCALE = NONE

S-102

TYP. LOWER QUOIN POST SECTION

M

IT

E R P

O S

T S

E C

T

IO

N S

M

IT

E R G

A T

E S

Q U

O

M O

L

IT

IO

N E

X

IS

T

G

DETAIL FOR CONCAVE MITER BLOCK IS SIMILAR.

NOTE: DETAIL SHOWS CONVEX MITER & QUOIN BLOCK.

SCALE = NONE

S-103

CONTACT BLOCK DETAIL

THIS SHEET

DETAIL 5,

THIS SHEET

DETAIL 5,

THIS SHEET

DETAIL 5,

THIS SHEET

DETAIL 5,

REMOVE & REPLACE ALL

PUSH BOLT,

REMOVE & REPLACE ALL

PULL BOLT,

EXISTING PLATE TO REMAIN

SHEETS S-201 THRU S-208.

CONTACT BLOCKS SHOWN ON

REMOVE AND REPLACE WITH

EXISTING CONTACT BLOCKS,

B S

M

IT

H

NOTE: MITER POST SECTION IS OPPOSITE HAND

SCALE = NONE

S-102

TYP. QUOIN & MITER POST SECTION AT GIRDERS

NOTE: MITER POST SECTION IS OPPOSITE HAND

SCALE = NONE

S-102

INTERMEDIATE RIBS

TYP. QUOIN & MITER POST SECTION

NOTE: MITER POST SECTION IS OPPOSITE HAND

BELOW GIRDER 12 ON GATE 3.

NOTE: SECTION IS BELOW GIRDER 7 ON GATE 1 AND

SCALE = NONE

S-102

TYP. LOWER MITER POST SECTION

SEE GENERAL NOTE 1, SHEET S-102.

EXISTING BAR TO REMAIN.

SEE GENERAL NOTE 1, SHEET S-102

EXISTING BAR TO REMAIN.

ZINC FILLER AFTER CONTRACTOR ADJUSTS NEW CONTACT BLOCKS.

EXISTING ZINC IS PROHIBITED. GOVERNMENT TO REPLACE

OF THE INSIDE SURFACES OF THE TROUGH TO REMOVE

REMOVE EXISTING ZINC FILLER. ABRASIVE BLASTING

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-103.dgn

12-MAY-2017 09:24

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-201

T S

C H

O L L

C MITER CONTACT BLOCKL

C QUOIN CONTACT BLOCKL

L L L L L L L L L

LL L L

L

4'-3"4'-3"4'-3"4'-3"4'-3"4'-3"5'-6"6'-0"7'-0"

4'-0"4'-3"4'-3" "8 11'-6

9"

"2

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

2'1'6"0

PLAN

1/2" = 1'-0"S-203

2'1'6"0

CONTACT BLOCK - LOCATION KEY

1/2" = 1'-0"S-203

MITER BLOCK IMITER BLOCK HMITER BLOCK GMITER BLOCK FMITER BLOCK EMITER BLOCK DMITER BLOCK CMITER BLOCK BMITER BLOCK A

QUOIN BLOCK LQUOIN BLOCK KQUOIN BLOCK J

QUOIN BLOCK I

MITER BLOCK I

QUOIN BLOCK IQUOIN BLOCK HQUOIN BLOCK GQUOIN BLOCK FQUOIN BLOCK EQUOIN BLOCK DQUOIN BLOCK CQUOIN BLOCK BQUOIN BLOCK A.

R

N

IC

H O

L S

SEE DETAIL 1, SHT. S-202 SEE DETAIL 2, SHT. S-202 SEE DETAIL 3, SHT. S-202 SEE DETAIL 4, SHT. S-202 SEE DETAIL 5, SHT. S-202 SEE DETAIL 6, SHT. S-20 SEE DETAIL 7, SHT. S-202 SEE DETAIL 8, SHT. S-202 SEE DETAIL 9, SHT. S-202

SEE DETAIL 10, SHT. S-202 SEE DETAIL 11, SHT. S-202

SEE DETAIL 1, SHT. S-203 SEE DETAIL 3, SHT. S-203 SEE DETAIL 4, SHT. S-203 SEE DETAIL 5, SHT. S-203 SEE DETAIL 6, SHT. S-203

SEE DETAIL 10, SHT. S-203

SHT. S-203

SEE DTL. 12,

SEE DETAIL 7, SHT. S-203 SEE DETAIL 8, SHT. S-203SEE DETAIL 2, SHT. S-203 SEE DTL. 9, SHT. S-203

S-207

S-207, TYP.

44'-0"

MATCH LINE A

MATCH LINE A

"8 114'-

SHT. S-203

SEE DETAIL 11, GENERAL NOTES

Q U

O

IN

C

O N

T A

C T B

L K E

L

M

IT

E R G

A T

E M

IT

E

R

MITER BLOCK KMITER BLOCK J

SEE NOTE 9

SEE NOTE 9

SEE NOTE 9 SEE NOTE 9

SEE NOTE 9

SEE NOTE 9 SEE NOTE 9

SEE NOTE 9

SEE NOTE 9 SEE NOTE 9

B S

M

IT

H

"2

14 SEE DETAILS 1&2, S-208

RUBBER CORNER SEAL

S-207, TYP.

1 & 2

INDICATED ON SHEETS S-202, S-203, S-207,

EXISTING PULL BOLT THREADING. PROVIDE DRILLED AND TAPPED HOLES IN CONTACT BLOCKS AT SPACING

DETAIL B, REFERENCE DRAWING SMR-L2-21/9. PROVIDE NEW ASTM A307, GRADE A, 1" DIA. X 2 3/4" PULL BOLTS. MATCH

9. DRILL 1 1/16" DIAMETER HOLES FOR NEW 1" DIA. X 2 3/4" PULL BOLTS THRU 1" THICK END PLATE SHOWN IN

8. INSTALL CONCAVE RUBBER CORNER SEALS SHOWN ON S-208 TO THE LEFT GATE LEAF (NORTH GATE LEAF).

7. INSTALL CONVEX RUBBER CORNER SEALS SHOWN ON S-208 TO THE RIGHT GATE LEAF (SOUTH GATE LEAF).

6. INSTALL CONCAVE MITER CONTACT BLOCKS TO THE LEFT GATE LEAF (NORTH GATE LEAF).

5. INSTALL CONVEX MITER CONTACT BLOCKS TO THE RIGHT GATE LEAF (SOUTH GATE LEAF).

BOTTOM OF THE GATE PROGRESSING TO THE TOP OF THE GATE.

4. CONTRACTOR SHALL INSTALL NEW CONTACT BLOCKS FROM THE

3. SEE SHEETS S-203 & S-207 FOR QUOIN CONTACT BLOCK DETAILS.

2. SEE SHEETS S-202 & S-207 FOR MITER CONTACT BLOCK DETAILS.

1. DETAIL VIEWS APPLY TO MITER GATE 3.

C G-1 C G-2 C G-3 C G-4 C G-5 C G-6 C G-7 C G-8 C G-9 C G-10

C G-11 C G-12 C G-13C G-10

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-201.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-202

T S

C H

O L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

R

N

IC

H O

L S

"8 171'-6"1'-6"9"

3"

3" "16

1'-6"1'-3"1'-6""16 155 "4

181'-4"1'-6"1'-2"

"16 333"

10"

3"

1'-5"1'-5""16

"8 31'-1'-3"1'-5""8

"16

1'-6"1'-3"1'-6"

"16

"2 11'-

1'-6"1'-3""4

"16

4"

1'-6"1'-6"1'-3" "16

1'-6"

4"

"2 18 1'-6" "8

59 1'-6"1'-0"1'-6""8

D E

T A

IL

S

M

IT

E R C

O N

T A

C T B

L O

C K

M

IT

E R G

A T

Y P

T Y

P

2 FOR LIFTING EYE

1" Ø -8 UNC x 2 3/4" DEEP TYP.

5'-0"5'-0"5'-2"5'-0"

5'-0" 5'-0" 5'-0"

5'-0" 5'-0" "8 77'-4

5'-0"

MITER CONTACT BLOCK A1

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK B2

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK C3

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK D4

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK E5

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK F6

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK G7

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK H8

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK I9

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK J10

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

MITER CONTACT BLOCK K11

S-202

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-201

NOTES:

1" = 1'-0" 2'1'0

"8 71 3" "8

71 "8

"8

"8

"8 71"8

71 "8 71"8

71 "8

"4 14"8

71 "8

"16

1'-3"1'-6"1'-6"

"16

1'-6"

3"

6"

"2

B S

M

IT

H

FOR PULL BOLTS

1" Ø -8 UNC x 2 3/4" DEEP TYP.

6.SEE SHEET S-207 FOR DIMENSIONS OF MITER BLOCKS

5.CONTACT BLOCKS LENGTH TOLERANCE +.000", -.031".

4.CONTRACTOR SHALL PROVIDE LIFTING EYE TO INSTALL CONTACT BLOCKS.

3.PULL BOLT HOLES SHALL BE DRILLED AND TAPPED IN THE FIELD.

2.PULL BOLT HOLE LOCATIONS SHALL BE FIELD VERIFIED.

1.CONTACT BLOCK MATERIAL ASTM A322, UNS G41400 ANNEALED.

GENERAL NOTES

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-202.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-203

T S

C H

O L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

R

N

IC

H O

L S

"8 71'-41'-3"1'-5""8

11'-1 "16 1591'-6"1'-3"1'-6"

"16 11 3"

1'-6"1'-6"1'-3"8" "16

4"

1'-6"1'-6""16

"8

1'-3"1'-6"1'-6"

4"

"8

"16 31'-1'-3"1'-6""16

131'-2 "4 11'-21'-0"1'-6""4

35 "8 181'-1"1'-9"

"16

D E

T A

IL

S

Q U

O

IN

C

O N

T A

C T B

L O

C K

M

IT

E R G

A T

"2 1111'-6"1'-6""2

"2

"2 11 "16

1'-6"1'-3"1'-6""16 76 "4

3101'-4"1'-6""8 31'-3 "16

3"

10"

3"

1'-5"1'-5""16

T

Y P

T Y

P

FOR LIFTING EYE

1" Ø -8 UNC x 2 3/4" DEEP TYP.

5'-0" 5'-0" "8 15'- 5'-0"

5'-2" 5'-2" 5'-2" 5'-0"

5'-0" 5'-0" 4'-2" "16 133'-9

QUOIN CONTACT BLOCK A1

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK B2

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK C3

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK D4

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK E5

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK F6

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK G7

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK H8

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK I9

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK J10

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK K11

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

QUOIN CONTACT BLOCK L12

S-203

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-203

NOTES:

1" = 1'-0" 2'1'0

B S

M

IT

H

FOR PULL BOLTS

1" Ø -8 UNC x 2 3/4" DEEP TYP.

6. SEE SHEET S-207 FOR DIMENSIONS OF QUOIN BLOCKS.

CONTACT BLOCKS LENGTH TOLERANCE +.000", -.031".5.

CONTRACTOR SHALL PROVIDE LIFTING EYE TO INSTALL CONTACT BLOCKS.4.

PULL BOLT HOLES SHALL BE DRILLED AND TAPPED IN THE FIELD.3.

PULL BOLT HOLE LOCATIONS SHALL BE FIELD VERIFIED.2.

CONTACT BLOCK MATERIAL ASTM A322, UNS G41400 ANNEALED.1.

GENERAL NOTES

3"

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-203.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-204

T S

C H

O L L

C MITER CONTACT BLOCKL

C QUOIN CONTACT BLOCKL

L L L L L L L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

Q U

O

IN

C

O N

T A

C T B

L K E

L

M

IT

E R G

A T

E M

IT

E

R

2'1'6"0

PLAN

1/2" = 1'-0"S-204

9"

"2 16 "16

C MITER CONTACT BLOCKL

C QUOIN CONTACT BLOCKL

2'1'6"0

CONTACT BLOCK - LOCATION KEY

1/2" = 1'-0"S-204

R

N

IC

H O

L S

S-207

S-207, TYP.

"8 53'-64'-3"4'-3"4'-3"5'-6"6'-0"7'-0" "8

11'-6

SEE DETAIL 1, SHT. S-205 SEE DETAIL 2, SHT. S-205 SEE DETAIL 3, SHT. S-205 SEE DETAIL 4, SHT. S-205 SEE DETAIL 5, SHT. S-205 SEE DETAIL 6, SHT. S-205 SEE DETAIL 7, SHT. S-205

SEE DETAIL 1, SHT. S-206 SEE DETAIL 2, SHT. S-206 SEE DETAIL 3, SHT. S-206 SEE DETAIL 4, SHT. S-206 SEE DETAIL 5, SHT. S-206 SEE DETAIL 6, SHT. S-206

GENERAL NOTES

MITER BLOCK A MITER BLOCK B MITER BLOCK C MITER BLOCK D MITER BLOCK E MITER BLOCK F MITER BLOCK G

QUOIN BLOCK A QUOIN BLOCK B QUOIN BLOCK C QUOIN BLOCK D QUOIN BLOCK E QUOIN BLOCK F QUOIN BLOCK G

SEE DETAIL 7, SHT. S-206

SEE NOTE 9

SEE NOTE 9SEE NOTE 9SEE NOTE 9

SEE NOTE 9

SEE NOTE 9

SEE NOTE 9

SEE NOTE 9

INDICATED ON SHEETS S-205, S-206, S-207,

EXISTING PULL BOLT THREADING. PROVIDE DRILLED AND TAPPED HOLES IN CONTACT BLOCKS AT SPACING

DETAIL B, REFERENCE DRAWING SMR-L2-21/9. PROVIDE NEW ASTM A307, 1" DIA. X 2 3/4" PULL BOLTS. MATCH

9. DRILL 1 1/16" DIAMETER HOLES FOR NEW 1" DIA. X 2 3/4" PULL BOLTS THRU 1" THICK END PLATE SHOWN IN

8. INSTALL CONCAVE RUBBER CORNER SEALS SHOWN ON S-208 TO THE LEFT GATE LEAF (NORTH GATE LEAF).

7. INSTALL CONVEX RUBBER CORNER SEALS SHOWN ON S-208 TO THE RIGHT GATE LEAF (SOUTH GATE LEAF).

6. INSTALL CONCAVE MITER CONTACT BLOCKS TO THE LEFT GATE LEAF (NORTH GATE LEAF).

5. INSTALL CONVEX MITER CONTACT BLOCKS TO THE RIGHT GATE LEAF (SOUTH GATE LEAF).

BOTTOM OF THE GATE PROGRESSING TO THE TOP OF THE GATE.

4. CONTRACTOR SHALL INSTALL NEW CONTACT FROM THE

3. SEE SHEETS S-206 & S-207 FOR QUOIN CONTACT BLOCK DETAILS

2. SEE SHEETS S-205 & S-207 FOR MITER CONTACT BLOCK DETAILS

1. DETAIL VIEWS APPLIES TO MITER GATE 1

B S

M

IT

H

S-207, TYP.

1 & 2

DETAILS 1 & 2, SHEET S-208

RUBBER CORNER SEAL,

"2

"8 534'-9 "8

11'-6

C G-2C G-1 C G-3 C G-4 C G-5 C G-6 C G-7 C G-8

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-204.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-205

T S

C H

O L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

D E

T A

IL

S

M

IT

E R C

O N

T A

C T B

L O

C K

M

IT

E R G

A T

S-204

2'1'0 S-204

2'1'0 S-204

2'1'0

S-204

2'1'0 S-204

2'1'0 S-204

2'1'0

S-204

2'1'0

5'-0" 5'-2" 5'-0"

5'-0" 5'-0" 5'-0"

"4 35'-8

"16

1'-6"1'-4"1'-6" "16

FOR LIFTING EYE

1" Ø -8 UNC x 2 3/4" DEEP TYP.

MITER CONTACT BLOCK A MITER CONTACT BLOCK B MITER CONTACT BLOCK C

MITER CONTACT BLOCK D MITER CONTACT BLOCK E MITER CONTACT BLOCK F

MITER CONTACT BLOCK G

R

N

IC

H O

L S

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

1" = 1'-0"

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

1" = 1'-0"

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

1" = 1'-0"

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

1" = 1'-0"

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

1" = 1'-0"

3. REQ'D 1 CONVEX

2. REQ'D 1 CONCAVE

1. SEE LOCATION KEY 2/S-204

1" = 1'-0"

5.CONTACT BLOCKS LENGTH TOLERANCE +.000", -.031".

4.CONTRACTOR SHALL PROVIDE LIFTING EYE TO INSTALL CONTACT BLOCKS.

3.PULL BOLT HOLES SHALL BE DRILLED AND TAPPED IN THE FIELD.

2.PULL BOLT HOLE LOCATIONS SHALL BE FIELD VERIFIED.

1.CONTACT BLOCK MATERIAL ASTM A322, UNS G41400 ANNEALED.

GENERAL NOTES

"8 151'-6"1'-6"11"6"

"8 71 "16

1'-6"1'-1"1'-6""16

"8

71 "8 71"4

181'-4"1'-6"1'-2" "8

"16

3"

10"

3"

1'-5"1'-5""16

"8

7""4 161'-2"1'-6""8

71'- "8

"2 11"8

555"1'-3"1'-3"1'-0""4 31'-

"8

B S

M

IT

H

FOR PULL BOLTS

1" Ø -8 UNC x 2 3/4" DEEP TYP.

3"

T

Y P

T Y

P

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-205.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-206

G

G R

U N

W A

L D

T S

C H

O L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

S-204

2'1'0 S-204

2'1'0 S-204

2'1'0

S-204

2'1'0 S-204

2'1'0 S-204

2'1'0

S-204

2'1'0

FOR LIFTING EYE

1" Ø -8 UNC x 2 3/4" DEEP TYP.

QUOIN CONTACT BLOCK A QUOIN CONTACT BLOCK B QUOIN CONTACT BLOCK C

QUOIN CONTACT BLOCK D QUOIN CONTACT BLOCK E QUOIN CONTACT BLOCK F

QUOIN CONTACT BLOCK G

5'-0" 5'-2" 5'-0"

5'-0" 5'-0" 5'-0"

"8 76'-7

5.CONTACT BLOCKS LENGTH TOLERANCE +.000", -.031".

4.CONTRACTOR SHALL PROVIDE LIFTING EYE TO INSTALL CONTACT BLOCKS.

3.PULL BOLT HOLES SHALL BE DRILLED AND TAPPED IN THE FIELD.

2.PULL BOLT HOLE LOCATIONS SHALL BE FIELD VERIFIED.

1.CONTACT BLOCK MATERIAL ASTM A322, UNS G41400 ANNEALED.

GENERAL NOTES

Q U

O

IN

E

L E

S

E C

T

IO

N S

M

IT

E R G

A T

E M

IT

E

"8 71"8

57"2 11'-3"2

11'-8"2 1104" 1'-6"1'-1""2

11'-3"4 34"16

"8

"4

3101'-4"1'-6""2

"8

"16

3"

10" 3"

1'-5"1'-5""16

"8

"8 71'-11'-2"1'-6""4

11'- "8

"16

1'-6"1'-4"1'-6" "16

"2

6"6""16 95"16

1151'-3"1'-3"1'-0""8 11'-

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

2. REQ'D 2 QUOIN BLOCKS

1. SEE LOCATION KEY 2/S-204

NOTES:

1" = 1'-0"

"16

T

Y P

T Y

P

B S

M

IT

H

FOR PULL BOLTS

1" Ø -8 UNC x 2 3/4" DEEP TYP.

3"

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-206.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-207

R

N

IC

H O

L S

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

EXISTING MITER POST END

0°

3'-0"R

0°

CONTACT BLOCKS

SPACE BETWEEN

SEE DETAIL 6, THIS SHEET.

WATERSTOP.

CONTACT BLOCKS FOR

NOTCH MATING ENDS OF

"32 3 "32

D E

T A

IL

S

C O

N T

A C

T B

L O

C K

R

N

IC

H O

L S

WATERSTOP NOTCHING

S-207

CONTACT BLOCK SPLICE

6" = 1'-0"

4"3"2"1"0

0 1" 2"

EXISTING QUOIN OR MITER POST END

S-201, S-204

0 3" 6" 9" 12"

SEE DETAIL 4, THIS SHEET.

REQ'D CONTACT BLOCKS,

SEE DETAIL 3, THIS SHEET.

REQ'D CONTACT BLOCKS, "

"2 13 "32

1±

"2 13 "32

1±

"16

0"

"32 1+

"16

0"

"32 1+

"4

0"

"32 1+

S-201, S-204

S E

E N

O T

E S A

N D

S E

E N

O T

E S A

N D

R 3'-0", SEE NOTE 3.

R 6'-0", SEE NOTE 3.

CONCAVE CONTACT BLOCK

3. FINISH CONCAVE SURFACE, 125 MICROINCH.

8UNC, CLASS 2 THREADS FOR BIDDING.

MATCH EXISTING THREAD STYLE. ASSUME

2. DRILL 2 1/4" DEEP AND TAP 1" DIA X 2".

1. FIELD VERIFY BOLT SPACING.

NOTES:

3" = 1'-0"S-207

0 3" 6" 9" 12"

FACE OF CONTACT BLOCKS TO MATCH THE RADIUS OF THE CONTACT BLOCK.

OF CONTACT BLOCK TROUGH. GRIND ANY WATERSTOP EXTENDING BEYOND

3. USING HAMMER TAP WATERSTOP UNTIL FULLY INSERTED AGAINST BASE

2. INSERT WATERSTOP IN THE DETAILED NOTCH BEFORE PLACING ZINC FILLER.

1. SEE DETAIL 4, SHEET S-208 FOR WATERSTOP DETAIL.

NOTE:

FULL SIZE

"8

B S

M

IT

H

CONVEX CONTACT BLOCK ASSEMBLY CONCAVE CONTACT BLOCK ASSEMBLY

35 20 16.33 FOR ZINC FILLER.

4. REMOVE AND REPLACE. SEE SPEC. SECTION

ASSUME 8 UNC, FULL THREAD LENGTH FOR BIDDING.

3. FIELD VERIFY EXISTING BOLT THREADS,

2. REMOVE AND REPLACE WITH NEW ASTM A307 BOLTS, 1" DIA. X 2 3/4"

1. LEFT GATE MITER END

NOTES:

3" = 1'-0"S-201

0 3" 6" 9" 12"

CONVEX CONTACT BLOCK

3. FINISH CONVEX SURFACE 125 MICROINCH.

8UNC, CLASS 2 THREADS FOR BIDDING.

MATCH EXISTING THREAD STYLE. ASSUME

2. DRILL 2 1/4" DEEP AND TAP 1" DIA X 2".

1. FIELD VERIFY BOLT SPACING

NOTES:

3" = 1'-0"S-207

0 3" 6" 9" 12"

THE GOVERNMENT

35 20 16.33 FOR ZINC FILLER. ZINC POUR TO BE COMPLETED BY

4. REMOVE AND REPLACE. SEE SPEC. SECTION

ASSUME 8 UNC, FULL THREAD LENGTH FOR BIDDING.

3. FIELD VERIFY EXISTING BOLT THREADS,

2. REMOVE AND REPLACE WITH NEW ASTM A307 BOLTS, 1" DIA. X 2 3/4"

1. QUOIN ENDS & RIGHT GATE MITER END

NOTES:

3" = 1'-0"

EXISTING THRUST WEB

FILLER REQ'D, SEE NOTE 4.

FILL VOID WITH ZINC

SEE NOTES 2 & 3

PULL BOLT REQ'D, TYP.

SEE NOTES 2 & 3

PUSH BOLT REQ'D, TYP.

EXISTING THRUST WEB

FILLER REQ'D, SEE NOTE 4.

FILL VOID WITH ZINC

SEE NOTES 2 & 3

PULL BOLT REQ'D, TYP.

SEE NOTES 2 & 3

PUSH BOLT REQ'D, TYP. EYE

FOR LIFTING

EYE

FOR LIFTING

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-207.dgn

12-MAY-2017 09:25

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-208

T S

C H

O L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

R

N

IC

H O

L S

1 2

S-210

"2 134""2

"2 11'-

"2

1"

"2

"8

"8 52 "2

"8

"4 36"2

1" "4

37"2

1"

"2 123"

"2

1"

"2

"2

"2 134""2

"2 11'-

"8 52"2

"8 15"8

1" "2

"4

"2 12"4

9/16" Ø HOLES

SEAL SUPPORT

FOR 21/20-5 TO MATCH

DRILL 13/16" x 1 9/16" SLOTS, SEAL SUPPORT

FOR 21/20-5 TO MATCH

DRILL 13/16" x 1 9/16" SLOTS, V A

R

IE

S

PL 8 1/4x3/8x0'-10 5/8" PL 8 1/4x3/8x0'-10 5/8"

R6'-0"R3'-0"

WATERSTOP

S-210

0 1" 2"

0 3" 6" 9" 12"0 3" 6" 9" 12"

0 3" 6" 9" 12"

CONCAVE RUBBER CORNER SEALCONVEX RUBBER CORNER SEAL

S-201, S-204 S-201, S-204

HEX. NUT, WELD TO STAINLESS PL.

WITH FLOAT WASHER AND

STAINLESS STUDS 1/2" Ø COMPLETE HEX. NUT, WELD TO STAINLESS PL.

WITH FLAT WASHER AND

STAINLESS STUDS 1/2" Ø COMPLETE

SHIM PACK

3. ASTM A240, TYPE 304

2 - 1/4" THICK SHIMS

2 - 1/8" THICK SHIMS

2 - 1/16" THICK SHIMS

2. SHIM PACK TO HAVE

1. MAKE 4

NOTES:

3" = 1'-0"

"4

3. BREAK ALL SHARP EDGES

2. REQ'D 72 TOTAL

1. ASTM A322, UNS G41400

NOTES:

FULL SIZE

R U

B B

E R C

O R

N E

R S

E A

L S

B S

M

IT

H

5. SEE DETAIL 3, THIS SHEET FOR SHIM PACK.

4. PROVIDE 1 SHIM PACK WITH EACH SEAL.

3. REQ'D 2. INSTALL RIGHT (SOUTH) GATE LEAF.

2. RUBBER, SEE SPECIFICATION SECTION 35 20 16.33.

ANTI-SEIZE LUBRICANT.

316, FLAT WASHER. COAT THREADS WITH MARINE GRADE

AND ASTM F594 GROUP 1 AND 2. STAINLESS WASHERS SHALL BE

1. STAINLESS FASTENERS SHALL BE ASTM F63, GROUP 1 OR 2,

NOTES:

3" = 1'-0"

5. SEE DETAIL 3, THIS SHEET FOR SHIM PACK.

4. PROVIDE 1 SHIM PACK WITH EACH SEAL.

3. REQ'D 2. INSTALL LEFT (NORTH) GATE LEAF.

2. RUBBER, SEE SPECIFICATION SECTION 35 20 16.33.

ANTI-SEIZE LUBRICANT.

316, FLAT WASHER. COAT THREADS WITH MARINE GRADE

AND ASTM F594 GROUP 1 AND 2. STAINLESS WASHERS SHALL BE

1. STAINLESS FASTENERS SHALL BE ASTM F63, GROUP 1 OR 2,

NOTES:

3" = 1'-0"

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-208.dgn

12-MAY-2017 09:26

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

S-209

T S

C H

O L L

C O

N T

A C

T B

L O

C K R

E P

L A

C E

M E

N T

M

IT

E R A

N D Q

U O

IN

G

G R

U N

W A

L D

S-209

S-209

S-209

S-209

4MOCK-UP FRONT MOCK-UP SIDE SECTION MOCK-UP TOP

RIB PL 5/8"

FLANGE PL 18"x1 5/8"

WEB PL 3/8"

FLANGE PL 18"x7/8"

WEB PL 3/8"

RIB PL 5/8"

FLANGE PL 12"x1 1/2"

WEB PL 5/8"

FLANGE PL 18"x2"

WEB PL 3/8"

143°

S-209

TYPICAL

FLANGES

WITH HOLES

MOCK "T" PLATE

10 3/16"x3 1/2"

BLOCK BAR

STRUCTURE.

TEMPERATURE CONTROL

CONTRACTOR TO SHOW

MOCK-UP CONTACT BLOCK.

O F Z

IN

C F

IL

L E

R

T E

S T P

O U

"8

3'-5

5"

127°

1 1/2" = 1'-0"1 1/2" = 1'-0" 2'1'6"0 2'1'6"0

A992 Gr.50

WT10.5x66"

1" Ø PUSH BOLTS

DRILL AND TAP FOR

B S

M

IT

H

FOR POURING ZINC

ON APPROXIMATE 2'-0" CENTERS

DRILL 1" Ø HOLES ALTERNATELY

FOR PULL BOLTS

LINE TO BE DRILLED 1 1/16" Ø

HOLES CONNECTED BY ZIGZAG

2'1'6"02'1'6"01 1/2" = 1'-0" 1 1/2" = 1'-0"

"16

BAR 3" x 3/4"

S-209

S-209

" TO ZINC POUR HOLES2

13" TO PUSH/PULL BOLTS4

SEE NOTE 7

(SEE NOTE 8)

LOCK WALL

MOCK-UP

(SEE NOTE 7)

BASE PLATE

NOTED.

ALL STEEL SHALL BE ASTM A36 UNLESS OTHERWISE 9.

SHALL BE AT LEAST 10 FEET TALL.

LOCK WALL AND TEMPERATURE CONTROL SHELTER

AND TEMPERATURE CONTROL SHELTER. THE MOCK-UP

DESIGN AND MATERIAL OF THE MOCK-UP LOCK WALL

CONTRACTOR SHALL BE RESPONSIBLE FOR THE 8.

STRUCTURALLY STABILIZING THE MOCK-UP.

CONTRACTOR SHALL BE RESPONSIBLE FOR 7.

HARDWARE.

CONTRACTOR SHALL PROVIDE ALL FASTENING 6.

REPRESENTATIVE.

APPROVAL FROM THE CONTRACTING OFFICER'S

SIZES OF METALS MAY BE CHANGED UPON5.

SECTION.

PLACEMENT RESEMBLES ACTUAL MITER GATE END

CONTRACTOR SHALL SHOW THAT MOCK-UP ZINC 4.

VERIFY MODEL.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3.

ALL WELDS TO BE DESIGNED BY CONTRACTOR.2.

SEE SPECIFICATION 35 20 16.33.1.

NOTES:

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

\\COE-LRLDFE01LOU\ORG\ED\Public\ProjectData\ED-D\ED-DN-perm\Nichols\Poe Locks\Nichols_Contract Drawings\XXXXXX_S-209.dgn

12-MAY-2017 09:26

NUMBER:

REFERENCE

SHEET

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

DATE:

FILE:

SHEET OF

B

D

C

F

E

A

543 721 8 96

P O

E .1 -1

/1

/1

/2

/1

/2

/1

M A

R C

H

A S S

H O

W N

/1

/2

R

N

IC

H O

L S

/2

/1

B

C O

E S R

E V

IE

W

B

C O

E S R

E V

IE

W

B

C O

E S B

A C

K C

H E

C K

C E

R T

IF

IE

D F

IN

A L

/1

/1

C

E R

T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

IS

E

C E

R T

IF

IE

D F

IN

A L R

E A

D Y T

O A

D V

E R

T

G, XXXXXX_S-205.dgn, Default

G, XXXXXX_S-206.dgn, Default