PLANS.pdf

US ARMY CORPS

OF ENGINEERS

PITTSBURGH DISTRICT

110FT LOCK CHAMBER

BULKHEAD RECESSES

SAWCUTTING FOR NEW MAINTENANCE

PENNSYLVANIA

BEAVER COUNTY

MONTGOMERY LOCKS AND DAM

OHIO RIVER

SOLICITATION NO. W911WN-16-B-0001

CERTIFIED FINAL DOCUMENTS

OCTOBER 2015

IDENT. NO.

SHEET

ORB 2-1, SHEET NO. 24 OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - POIREE DAM FOUNDATION

ORB 2-1, SHEET NO. 25 OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - WALL ARMOR

ORB 2-1, SHEET NO. 26 OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - WALL ARMOR

ORB 2-1, SHEET NO. 27 OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - WALL ARMOR

O-LMO-20/18.2 OHIO RIVER - MONTGOMERY LOCKS AND DAM - LOCKS REHABILITATION - LOCK WALLS - PLAN - LAND & MIDDLE WALLS - UPPER END (UPSTREAM) - AS-BUILT 20 MAR 1991

O-LMO-20/22.2 OHIO RIVER - MONTGOMERY LOCKS AND DAM - LOCKS REHABILITATION - LOCK WALLS - PLAN - LAND WALL - LOWER END - AS-BUILT 20 MAR 1991

O-LMO-20/24.2 OHIO RIVER - MONTGOMERY LOCKS AND DAM - LOCKS REHABILITATION - LOCK WALLS - PLAN - MIDDLE & RIVER WALLS - LOWER END (DOWNSTREAM) - AS-BUILT 20 MAR 1991

O-LMO-20/25.2 OHIO RIVER - MONTGOMERY LOCKS AND DAM - LOCKS REHABILITATION - REPAIRING LOCK WALLS - UPPER HALF RIVER FACE - LAND WALL - ELEVATIONS - AS-BUILT 20 MAR 1991

O-LMO-19/1.1 OHIO RIVER - MONTGOMERY LOCKS AND DAM - LOCKS REHABILITATION - COFFERDAMS - PLAN AND SECTIONS - AS-BUILT 20 MAR 1991

ORB 2-1, SHEET NO. 3 (APPENDIX F - PLATE 7) OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - ELEVATIONS - UPPER HALF

ORB 2-1, SHEET NO. 4 (APPENDIX F - PLATE 8) OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - ELEVATIONS - LOWER HALF

ORB 2-1, SHEET NO. 8 (APPENDIX F - PLATE 13) OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - SECTIONS THROUGH PIPE GALLERY

ORB 2-1, SHEET NO. 9 (APPENDIX F - PLATE 14) OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - SECTIONS THROUGH CULVERTS

OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - SECTIONS THROUGH CULVERTSORB 2-1, SHEET NO. 10 (APPENDIX F - PLATE 15)

ORB 2-1, SHEET NO. 22 OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - MITER SILL 600 FT LOCK - LOWER END

OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - PLAN - UPPER HALFORB 2-1, SHEET NO. 1 (APPENDIX F - PLATE 5)

ORB 2-1, SHEET NO. 2 (APPENDIX F - PLATE 6) OHIO RIVER - THIRD FIXED DAM - LOCK WALLS - PLAN - LOWER HALF

C-1110

V-1130

V-1131

V-6134

314 V-6135

314 V-6136

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314 V-6141

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G-0112

FILENAME

CODE

DWG.

SURVEY/MAPPING

STRUCTURAL

CIVIL

REFERENCE DRAWINGS

GENERAL

NOTES AND SYMBOLS

TITLE

CONTRACT DRAWINGS

S-3183

S-2182

S-5184420

420 S-1181

S-1180420

TITLEDRAWING NO.

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CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND DATE

APPROVED BY:

BRANCH CHIEF DATE

APPROVAL RECOMMENDED BY:

SECTION CHIEF DATE

SUBMITTED BY:

ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

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20 OCTOBER 2015

/s/ STEPHEN R. STOLTZ, P.E. 20 OCTOBER 2015

21 OCTOBER 2015

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/s/ JAMES T. SHIBATA, P.E.

/s/ JEANINE HOEY, P.E.

LMOO_420_C-1110

LMOO_314_V-1130

LMOO_314_V-1131

LMOO_314_V-6134

UPSTREAM SURVEY CONTROL PLAN

DOWNSTREAM SURVEY CONTROL PLAN

UPPER POOL STAGE HYDROGRAPHS, 1995-1999, INCLUSIVE

LMOO_314_V-6135 UPPER POOL STAGE HYDROGRAPHS, 2000-2004, INCLUSIVE

LMOO_314_V-6136 UPPER POOL STAGE HYDROGRAPHS, 2005-2009, INCLUSIVE

LMOO_314_V-6137 UPPER POOL STAGE HYDROGRAPHS, 2010-2014, INCLUSIVE

LMOO_314_V-6138

LMOO_314_V-6139

LMOO_314_V-6140

LMOO_314_V-6141

LOWER POOL STAGE HYDROGRAPHS, 1995-1999, INCLUSIVE

LOWER POOL STAGE HYDROGRAPHS, 2000-2004, INCLUSIVE

LOWER POOL STAGE HYDROGRAPHS, 2005-2009, INCLUSIVE

LOWER POOL STAGE HYDROGRAPHS, 2010-2014, INCLUSIVE

LMOO_100_G-0110 DRAWING INDEX AND SIGNATURE SHEET

PROJECT LOCATION AND VICINITY MAP

LMOO_420_S-1180

LMOO_420_S-1181

LMOO_420_S-2182

LMOO_420_S-3183

LMOO_420_S-5184

MAINTENANCE BULKHEAD RECESS LOCATIONS & CONTRACTOR WORK LIMITS - PLAN

UPSTREAM WIRESAWING REMOVAL PLAN AND REMOVAL LIMITS

DOWNSTREAM WIRESAWING REMOVAL PLAN AND REMOVAL LIMITS

UPSTREAM AND DOWNSTREAM WIRESAWING ELEVATIONS

WIRESAWING REMOVAL LIMIT SECTIONS

WIRE SAWN LATERAL STABILITY SYSTEM

LMOO_100_G-0111

LMOO_100_G-0112

N.T.S.

PROJECT VICINITY MAP

N.T.S.

PROJECT LOCATION MAP

N.T.S.

MONTGOMERY LOCKS AND DAM

LOCATION

PROJECT

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LOCKS AND

MONTGOMERY

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STEELCONCRETE

GROUTDEMO

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INFORMATION.

FOR FUTURE USE. SEE SURVEY SHEETS FOR MORE

TO LAY OUT REMOVAL AREAS, AND TO PROVIDE REFERENCE

LOCATE AND SET SURVEY MONUMENTS AT THE WORK AREAS

PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL17.

TO ALLOW REINSTALLATION OF HANDRAIL.

CONCRETE BLOCK IN THE SAME LOCATION AS EXISTING POST

OF THE CONCRETE WALL. BASE SHALL BE INSTALLED ON TOP

"Ø EXPANSION ANCHORS TO SECURE THE BASE TO THE TOP2

PERIMETER OF THE POST. THE BASE SHALL ALLOW FOR (4)

" FILLET WELD AROUND THE ENTIRE4

1OF THE POST, USING A

" PLATE TO THE BOTTOM 2

1THE CONTRACTOR SHALL WELD A

SHALL BE REMOVED BY CUTTING FLUSH WITH THE CONCRETE.

LANDWALL AND MIDDLE WALL WITHIN THE REMOVAL LIMIT

THE EXISTING HANDRAIL POST ON THE DOWNSTREAM16.

BLOCKS CAN BE LIFTED OUT.

BE LESS THAN THE CHAMBER FACE WIDTH, SO THAT THE

THAN THE TOP WIDTH, AND THE BACK WIDTH OF THE CUT SHALL

THE BOTTOM WIDTH OF THE CUTOUT BLOCKS SHALL BE LESS15.

RADIUS CUTOUT CORNER.

ON THE INTERSECTING LINES OF THE FINISH CUTS, LEAVING A

VERTICAL AND HORIZONTAL CORNER HOLES CAN BE CENTERED14.

DOWNSTREAM MIDDLE WALL: 53 CY

DOWNSTREAM LANDWALL: 53 CY

UPSTREAM MIDDLE WALL: 34 CY

UPSTREAM LANDWALL: 34 CY

APPROXIMATELY AS FOLLOWS:

TOTAL CONCRETE TO BE REMOVED BY GOVERNMENT IS13.

WHICH IS TO BE REMOVED IS ACCEPTABLE.

IS TO REMAIN IS PROHIBITED. BURNING OF ARMOR OR STEEL

METHOD OF CUTTING) ARMOR OR CORNER PROTECTION WHICH

PROTECTION AT CONCRETE REMOVAL LINES. BURNING (AS A

CONTRACTOR SHALL CUT WALL ARMOR AND TOP CORNER12.

GOVERNMENT WILL REMOVE CONCRETE SECTIONS.

CONTRACTOR TO CUT CONCRETE FREE AS INDICATED.11.

COMMENCING WORK.

DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL10.

UNLESS OTHERWISE NOTED.

DRAWINGS REFER TO MEAN SEA LEVEL (M.S.L.) NGVD29 DATUM

ALL ELEVATIONS SHOWN ON THE MONTGOMERY LOCK AND DAM9.

HTTP://RIVERGAGES.COM.

AFFECTED. HYDROGRAPHS CAN BE OBTAINED FROM

THE POOL AND A CORRESPONDING TAILWATER DROP

CANNOT BE REGULATED SUCH THAT THE WATER IS STORED IN

DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. IT

MONTGOMERY LOCK AND DAM FUNCTIONS ONLY TO MAINTAIN A8.

CONTAINING FLAMMABLE PRODUCTS. SEE SPECIFICATIONS.

OFFICER WILL BE ALLOWED DURING LOCKAGE OF TOWS

OPERATIONS DEEMED DANGEROUS BY THE CONTRACTING

NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER7.

SHOP DRAWING PREPARATION AND MATERIAL FABRICATION.

RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO

FIELD BEFORE WORK BEGINS. THE CONTRACTOR IS

ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE 6.

CONDUCT LOCK OPERATIONS.

AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL TO

TRENCHES, TEMPORARY HANDRAILS, CLEARING OF WORK

NECESSARY, INCLUDING TEMPORARY COVERS FOR OPEN

SPECIFICATION. CONTRACTOR SHALL MAKE ALL PROVISIONS

THE CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE

THE LOCKS AND DAM SHALL REMAIN IN OPERATION DURING5.

NOT PRINTED TO SCALE.

ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE

NOT "AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT

REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE

REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON THE

INCLUDED SOLELY FOR THE CONTRACTOR’S BENEFIT. NO

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD.4.

COMPONENTS.

CONDITIONS PRIOR TO BEGINNING WORK ON THE AFFECTED

OF ANY DISCREPANCIES IN DIMENSIONS OR UNDOCUMENTED

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER3.

AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED2.

SPECIFICALLY INDICATED OR REFERENCED.

CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS

TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION

APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE

CONSTRUCTION REQUIRES THEIR USE. DETERMINE

IN ALL OTHER CASES WHERE THE NATURE OF THE

WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO

DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY1.

GENERAL STRUCTURAL NOTESDRAWING SYMBOLS

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V-1130

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FLOW

FLOW

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L

RECESS

C BULKHEAD

L

RECESS

C BULKHEAD

SILL TRANSITION

A B

D

G H

A

A

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

E

F

ARMOR

EXISTING CORNER

MIDDLE WALL

LANDWALL

0 1" 2" 3" 4"SCALE : 6"=1’-0"

1"

SEE NOTE

DRILLED HOLE

0.02" RADIUS

ROUND CORNER

ALIGNMENT SURVEY

MARK PIN FOR

90°

EXISTING CONCRETE

RECOMMENDATIONS

MANUFACTURER’S

PER EPOXY GROUT

NOTE: HOLE DIAMETER SHALL BE

NEW EPOXY GROUT

CONCRETE)

(FLUSH WITH TOP OF

1"Ø x 3" BRASS ROD

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MONUMENT

NEW UL-2

MONUMENT

NEW UM-2

MONUMENT

NEW UM-1

FRAME RECESS

BOULE DAM

NOT SHOWN FOR CLARITY.

WIRE ROPE HANDRAIL

NOTE:

M J

"Y""X"

MONUMENT

EXISTING X-3

MONUMENT

EXISTING L-15

(PRELIMINARY)

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0 4’ 8’SCALE : 3/16"=1’-0" 12’

MOBILIZATION TO SITE

TO CONTRACTOR

GOVERNMENT PRIOR

TO BE REMOVED BY

EXISTING JIB CRANE

A1

SURVEY CONTROL PLAN - UPSTREAM

A3

SECTION

A4

SURVEY MONUMENT DETAIL

MONUMENT

NEW UL-1

GENERAL SHEET NOTES

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"8 112’-5

CONTRACTOR SHALL MEASURE AND SUBMIT THE DISTANCE BETWEEN UL-1 AND UM-1.o)

TIGHTENED DOWN TO SECURE IN PLACE.

WALL AND THE FIRST BOULE DAM FRAME RECESS. ANCHOR SHALL BE INSTALLED WITH A WASHER AND

OF THE BULKHEAD RECESS. ANCHORS SHALL BE CENTERED BETWEEN THE FACE OF THE LANDWALL/MIDDLE

"Ø EXPANSION ANCHORS IN THE BOULE SILL ON THE CENTERLINE2

1THE CONTRACTOR SHALL INSTALL TWO n)

DRAWING V-1130.

SURVEY, LOCATION AS DIRECTED BY GOVERNMENT. MONUMENT SHALL BE SET PER DETAIL A4 ON CONTRACT

CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE MIDDLE WALL, 90 DEGREES TO LINE GH, BYm)

SHALL BE SET PER DETAIL A4 ON CONTRACT DRAWING V-1130.

CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, ON CENTERLINE OF NEW RECESS. MONUMENTl)

WHERE TO SET NEW MONUMENTS.

GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONSk)

RECESS CENTERLINE.

GH, BY MEASURING FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY

DETERMINE THE BEST ORIENTATION OF LINE GH THRU MONUMENT L-15. CONTRACTOR WILL ESTABLISH LINE

BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILLj)

SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.i)

MIDDLE WALL.

CENTERLINE. MEASUREMENTS SHALL BE TAKEN ON THE FRAME RECESSES CLOSEST TO THE LANDWALL AND

DIVE ON BOULE SILL AND MEASURE DIMENSION "X" AND "Y", BASED ON PRELIMINARY DIMENSION OF RECESSh)

LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE AT DIMENSION SHOWN.g)

LOCATE ANY SURVEY MONUMENTS WITHIN 50 FEET OF LINE CD ON MIDDLE WALL.f)

LOCATE MONOLITH JOINT UPSTREAM AND DOWNSTREAM OF PROPOSED RECESS CENTERLINE.e)

ARMOR AS SHOWN IN SECTION A3. POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.

PRELIMINARY RECESS CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE

ESTABLISH LINE CD: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OFd)

LOCATE MONOLITH JOINT UPSTREAM AND DOWNSTREAM OF MONUMENT L-15.c)

LOCATE EXISTING MONUMENT L-15.b)

ARMOR AS SHOWN IN SECTION A3. POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.

PRELIMINARY RECESS CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE

ESTABLISH LINE AB: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OFa)

SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:6.

SET FOUR SURVEY MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LANDWALL AND TWO ON THE MIDDLE WALL.

AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO5.

THE CENTERLINE OF THE RECESS AFTER THE REVIEW.

SUBMIT THE INFORMATION TO GOVERNMENT FOR REVIEW. THE GOVERNMENT WILL PROVIDE THE LOCATION OF

AFTER COMPLETING THE INITIAL WORK ON THIS PAGE (ESTABLISHING LINES AB AND CD), THE CONTRACTOR SHALL4.

FIELD BOOK

DISTANCE UNITS

COORDINATE UNITS

GEOID (PROVIDE A DESCRIPTIVE IDENTIFICATION OF THE POINT)

VERTICAL DATUM

PROJECT DATUM

ZONE

COORDINATE SYSTEM

PROJECT

INFORMATION DESCRIBED ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:

THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR3.

A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.2.

WILL ALSO ESTABLISH THE BULKHEAD RECESS AT 90 DEGREES BETWEEN THE WALLS.

AND VERIFY CENTERLINE STATION IS IN CORRECT LOCATION FOR FUTURE WORK BY OTHERS. THE WORK

THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS1.

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IT

T E

D B

Y

P L

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C A

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P L

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A T

E

D A

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M A

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D E

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R

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N A

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R

D A

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C O

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C T N

O

C O

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F E

N G

IN

E E

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U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IT

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B U

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H P

A

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C E

S S

E S

F

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H A

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IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

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U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B t o d e s ig n B

E

C D

M L

L

L M

O O

V

.d g n a u t o s c a le

V-1131

O C

T

D E

R S

O N

E

F

ARMOR

EXISTING CORNER

0 6" 1’ 2’SCALE : 1 1/2"=1’-0"

NOT SHOWN FOR CLARITY.

WIRE ROPE HANDRAIL

NOTE:

0 4’ 16’8’SCALE : 1/8"=1’-0"

MIDDLE WALL

LANDWALL

FLOW

FLOW

M J

L

RECESS

C BULKHEAD

L

RECESS

C BULKHEAD

SILL TRANSITION

A B

A

MONUMENT

EXISTING M-6

A

MONUMENT

EXISTING M-8

MONUMENT

NEW LM-2

MONUMENT

NEW LM-1

SEAL

TIMBER

MONUMENT

NEW LL-2

MONUMENT

NEW LL-1

D O

W N

S T

R E

A M S

U R

V E

Y C

O N

T R

O L P

L A

N

A3

SECTION

C D

G H

(PRELIMINARY)

A1

SURVEY CONTROL PLAN - DOWNSTREAM

A4

SECTION

L

RECESS

C BULKHEAD

A4

"Y""X"

0 4’ 8’SCALE : 3/16"=1’-0" 12’

J

T

R

IP

D S

E Y

"4 110’-0

GENERAL SHEET NOTES

"Y""X"

CONTRACTOR SHALL MEASURE AND SUBMIT THE DISTANCE BETWEEN LL-1 AND LM-1.o)

ANCHOR SHALL BE INSTALLED WITH A WASHER AND TIGHTENED DOWN TO SECURE IN PLACE.

OF THE BULKHEAD RECESS. ANCHORS SHALL BE SET 1’-0" FROM THE FACE OF THE LANDWALL/MIDDLE WALL.

"Ø EXPANSION ANCHORS IN THE POIREE SILL ON THE CENTERLINE2

1THE CONTRACTOR SHALL INSTALL TWO n)

DRAWING V-1130.

SURVEY, LOCATION AS DIRECTED BY GOVERNMENT. MONUMENT SHALL BE SET PER DETAIL A4 ON CONTRACT

CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE MIDDLE WALL, 90 DEGREES TO LINE GH, BYm)

SHALL BE SET PER DETAIL A4 ON CONTRACT DRAWING V-1130.

CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, ON CENTERLINE OF NEW RECESS. MONUMENTl)

WHERE TO SET NEW MONUMENTS.

GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONSk)

RECESS CENTERLINE.

GH, BY MEASURING FROM GATE RECESS UPSTREAM TO MONOLITH JOINT DOWNSTREAM OF PRELIMINARY

DETERMINE THE BEST ORIENTATION OF LINE GH THRU MONUMENT M-8. CONTRACTOR WILL ESTABLISH LINE

BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILLj)

SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.i)

THE MIDDLE WALL.

CENTERLINE. MEASUREMENTS SHALL BE TAKEN ON THE FRAME RECESSES CLOSEST TO THE LANDWALL AND

DIVE ON POIREE SILL AND MEASURE DIMENSION "X" AND "Y", BASED ON PRELIMINARY DIMENSION OF RECESSh)

LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE AT DIMENSION SHOWN.g)

LOCATE ANY SURVEY MONUMENTS WITHIN 50 FEET OF LINE CD ON MIDDLE WALL.f)

LOCATE MONOLITH JOINT UPSTREAM AND DOWNSTREAM OF PROPOSED RECESS CENTERLINE.e)

APART, BUT A MINIMUM OF FIVE POINTS ARE REQUIRED.

E AND F ALONG THE ARMOR AS SHOWN IN SECTION A3. POINT INTERVAL SHALL BE NO MORE THAN 5 FEET

DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS

ESTABLISH LINE CD: FROM GATE RECESS UPSTREAM TO THE LOCATION WHERE ARMOR CURVESd)

LOCATE MONOLITH JOINT UPSTREAM AND DOWNSTREAM OF MONUMENT M-8.c)

LOCATE EXISTING MONUMENT M-8.b)

POINTS ARE REQUIRED.

SHOWN IN SECTION A3. POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART, BUT A MINIMUM OF FIVE

RECESS CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS

ESTABLISH LINE AB: FROM GATE RECESS UPSTREAM TO MONOLITH JOINT DOWNSTREAM OF PRELIMINARYa)

SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:6.

FOUR SURVEY MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LANDWALL AND TWO ON THE MIDDLE WALL.

AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET5.

LOCATION OF THE CENTERLINE OF THE RECESS AFTER THE REVIEW.

SHALL SUBMIT THE INFORMATION TO GOVERNMENT FOR REVIEW. THE GOVERNMENT WILL PROVIDE THE

AFTER COMPLETING THE INITIAL WORK ON THIS PAGE (ESTABLISHING LINES AB AND CD), THE CONTRACTOR4.

FIELD BOOK

DISTANCE UNITS

COORDINATE UNITS

GEOID (PROVIDE A DESCRIPTIVE IDENTIFICATION OF THE POINT)

VERTICAL DATUM

PROJECT DATUM

ZONE

COORDINATE SYSTEM

PROJECT

INFORMATION DESCRIBED ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:

THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR3.

A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.2.

WILL ALSO ESTABLISH THE BULKHEAD RECESS AT 90 DEGREES BETWEEN THE WALLS.

AND VERIFY CENTERLINE STATION IS IN CORRECT LOCATION FOR FUTURE WORK BY OTHERS. THE WORK

THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS1.

A

J

O N

E S

P .E S .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

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C A

L E

P L

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A T

E

D A

T E

M A

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D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V .d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V .d g n

.0

:1

V-6134

U P

P E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

1997 1998

L A

K O

W S

K I

-1

I

N C

L U

S

IV

E

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

UPPER POOL (ELEV 682.0) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

670.0 FEET NGVD29.

ZERO ELEVATION OF THE UPPER POOL GAGE IS

AND AN ELEVATION OF 682.0 FEET NGVD29. THE

PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

K

Z A

IT

S O

F F

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V .d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V .d g n

.0

:1

U P

P E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

V-6135

-2

IN

C L

U S

IV

E

E L

E V

A T

IO

N E

L E

V A

T

IO

N E

L E

V A

T

IO

N

E L

E V

A T

IO

N E

L E

V A

T

IO

N

2002 2003

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

UPPER POOL (ELEV 682.0) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

670.0 FEET NGVD29.

ZERO ELEVATION OF THE UPPER POOL GAGE IS

AND AN ELEVATION OF 682.0 FEET NGVD29. THE

PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V .d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V .d g n

.0

:1

U P

P E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

V-6136

-2

IN

C L

U S

IV

E

E L

E V

A T

IO

N E

L E

V A

T

IO

N E

L E

V A

T

IO

N

E L

E V

A T

IO

N E

L E

V A

T

IO

N

2007 2008

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

UPPER POOL (ELEV 682.0) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

670.0 FEET NGVD29.

ZERO ELEVATION OF THE UPPER POOL GAGE IS

AND AN ELEVATION OF 682.0 FEET NGVD29. THE

PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V .d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V .d g n

.0

:1

U P

P E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

V-6137

-2

IN

C L

U S

IV

E

E L

E V

A T

IO

N E

L E

V A

T

IO

N

E L

E V

A T

IO

N

2010 2011

E L

E V

A T

IO

N

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

UPPER POOL (ELEV 682.0) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

670.0 FEET NGVD29.

ZERO ELEVATION OF THE UPPER POOL GAGE IS

AND AN ELEVATION OF 682.0 FEET NGVD29. THE

PROJECT UPPER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 686 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

E L

E V

A T

IO

N

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V .d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V .d g n

.0

:1

L O

W E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

V-6138

-1

IN

C L

U S

IV

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

E L

E V

A T

IO

N

1995 1996

1997 1998

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

LOWER POOL (ELEV 664.5) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

652.5 FEET NGVD29.

ZERO ELEVATION OF THE LOWER POOL GAGE IS

AND AN ELEVATION OF 664.5 FEET NGVD29. THE

PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V .d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V .d g n

.0

:1

L O

W E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

V-6139

-2

IN

C L

U S

IV

E

E L

E V

A T

IO

N E

L E

V A

T

IO

N

E L

E V

A T

IO

N E

L E

V A

T

IO

N E

L E

V A

T

IO

N

2002 2003

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

LOWER POOL (ELEV 664.5) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

652.5 FEET NGVD29.

ZERO ELEVATION OF THE LOWER POOL GAGE IS

AND AN ELEVATION OF 664.5 FEET NGVD29. THE

PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V

.d g n

H

T S

D B

A C

O C

T

:2

L M

O O

V

.d g n

.0

:1

L O

W E

R P

O O

L S

T A

G E H

Y D

R O

G R

A P

H S

V-6140

-2

IN

C L

U S

IV

E

E L

E V

A T

IO

N E

L E

V A

T

IO

N E

L E

V A

T

IO

N

E L

E V

A T

IO

N E

L E

V A

T

IO

N

2007 2008

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

LOWER POOL (ELEV 664.5) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

652.5 FEET NGVD29.

ZERO ELEVATION OF THE LOWER POOL GAGE IS

AND AN ELEVATION OF 664.5 FEET NGVD29. THE

PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

682.0

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

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D A

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IT

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N T

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N D D

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IN

G F

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A

IN

T E

N A

N C

E B

U L

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E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

V

.d g n

H

T S

D B

A C

O C

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:2

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V-6141

-2

IN

C L

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IV

E

E L

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A T

IO

N

E L

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A T

IO

N

E L

E V

A T

IO

N

2010 2011

E L

E V

A T

IO

N

L A

K O

W S

K I

IN MEASURED POOL ELEVATIONS.

OPERATIONS THAT CAN CAUSE MINOR FLUCTUATIONS

LOWER POOL (ELEV 664.5) ARE DUE TO GATE

HYDROGRAPH POINTS SLIGHTLY BELOW PROJECT 6.

HIGHER THAN NAVD88.

THE NGVD29 DATUM, AS SHOWN, IS 0.39 FEET 5.

WERE CORRECTED.

WAS SCREENED AND INACCURATE DATA VALUES

DATA. THE RAW NAVIGATION DATA FROM THE FIELD

BREAKS IN THE HYDROGRAPH INDICATE MISSING 4.

652.5 FEET NGVD29.

ZERO ELEVATION OF THE LOWER POOL GAGE IS

AND AN ELEVATION OF 664.5 FEET NGVD29. THE

PROJECT LOWER POOL IS A STAGE OF 12.0 FEET 3.

THE ACTUAL PEAK ELEVATION IS NOTED.

FOR PEAK ELEVATIONS AT OR ABOVE 682 FEET, 2.

AND DAM.

OF ENGINEERS RECORDS AT MONTGOMERY LOCKS

DAILY AVERAGE VALUES COMPUTED FROM CORPS

HISTORICAL STAGE HYDROGRAPHS ARE BASED ON 1.

NOTES:

E L

E V

A T

IO

N

Z A

IT

S O

F F

B

C R

A T

T Y

J

K O

S K

Y

A N

S I D

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

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D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

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F E

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IN

E E

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A R

M Y E

N G

IN

E E

R D

IS

T R

IT

T S

B U

R G

H P

A

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C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

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U T

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IN

G F

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E W M

A

IN

T E

N A

N C

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U L

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E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

5’

S T

A

.7

B

S T

A

.7

A

M-1 M-2M-3M-4M-5M-6M-7M-8M-9M-10M-11M-12M-13M-14M-15M-16M-17M-18M-19M-20

M-21M-22 M-23M-24

L-40 L-39 L-38 L-37 L-36 L-35 L-34 L-33 L-32 L-31 L-30 L-29 L-28 L-27 L-26 L-25 L-24 L-23 L-22 L-21 L-20 L-19 L-18 L-17 L-16

L-15 L-14 L-13 L-12 L-11 L-10 L-9 L-8L-8 L-7

110’ x 600’

LAND CHAMBER

MIDDLE WALL

56’ x 360’

RIVER CHAMBER

LAND WALLLAND WALL

RIVER WALL

LOWER GUARD WALL

UPPER GUARD WALL

UPPER GUIDE WALL

LOWER GUIDE WALL

DAM

OHIO RIVER

FLOW

BUILDING

OPERATIONS

STORAGE BUILDINGSTATION

PUMP

SEWAGE

FLAGPOLE

ASPHALT PARKING LOT

ACCESS ROAD

POLE

LIGHT

AREA

STORAGE

FUEL OIL

INTERCOM

GATE w/

POLE

LIGHT

FENCE

6" THICK CONCRETE PAVING

MONTGOMERY DAM ROAD

FENCE

FENCE

NORFOLK SOUTHERN RAILROAD

LOT

PARKING

ASPHALT

LEGEND

CONTRACTOR WORK LIMITS

RAILROAD TRACKS (EXISTING)

FENCE (EXISTING)

EXISTING CONTOURS (10’ INTERVALS)

LOWER MON PROJECT STORAGE

AREA CURRENTLY UTILIZED FOR

DAM GATE INSTALLATION CONTRACT

STORAGE/LAYDOWN UNDER MONTGOMERY

AREA RESERVED FOR CONTRACTOR

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

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Y

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S

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Y

D E

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R

IP

T

IO

N

D

2 3

C

4 5

A

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M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

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R A

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F E

N G

IN

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N G

IN

E E

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IS

T R

IT

T S

B U

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H P

A

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C E

S S

E S

F

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N T

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N D D

A M

S A

W C

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IN

G F

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E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

P W

P :d m s

L M

O O

C .d g n

H

T S

D B

A C

O C

T

:4

L M

O O

C .d g n

:1

B

C R

A T

T Y

A N

S I D

100’0 50’

SCALE: 1"=50’

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

C-1110

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

K

H O

E S

C H

B

G R

O G

NOTES:

s

J

A M

S H

IB

A T

A

P .E

M A

IN

T E

N A

N C

E B

U L

K H

E A

D R

E C

E S

S

L O

C A

T

IO

N S C

O N

T R

A C

T O

R W

O R

K L

IM

IT

S

P L

A N

SCALE: 1" = 50’-0"

PLAN AND CONTRACTOR WORK LIMITS

MAINTENANCE BULKHEAD RECESS LOCATIONS

U

L K

H E

C E

S S

LLC

D

L K

H E

C E

S S

ADDITIONAL REQUIREMENTS.

SEE SPECIFICATION SECTION 01 35 00.00 08 FOR

THE MONOLITHS LISTED ABOVE SHALL BE 200 PSF.

THE MAXIMUM ALLOWABLE CONSTRUCTION LOAD ON

- MIDDLE WALL MONOLITHS M-3, M-22 AND M-23

- LAND WALL MONOLITHS L-15, L-33 AND L-34

EQUIPMENT ON THE FOLLOWING WALL MONOLITHS:

SHALL ONLY BE PERMITTED TO PLACE CONSTRUCTION

3. DUE TO STABILITY CONCERNS, THE CONTRACTOR

ATTENTION OF THE CONTRACTING OFFICER.

AND/OR CONFLICTS SHOULD BE BROUGHT TO THE

THE MULTIPLE CONTRACTORS ON SITE. DISCREPANCIES

RESPONSIBLE FOR COORDINATION OF WORK BETWEEN

2. THE U.S. ARMY CORPS OF ENGINEERS SHALL NOT BE

ON THIS DRAWING CONCURRENTLY.

ACCESS TO THE CONTRACTOR WORK LIMITS SHOWN

CHAMBER COMPLETION CONTRACTOR SHALL ALL HAVE

MON M22-M27 CONTRACTOR AND LOWER MON RIVER

1. THE DAM GATE INSTALLATION CONTRACTOR, LOWER

T O

B

NN

t o d e s ig n B

E

C D

M L

L

L M

O O

S

.d g n a u t o s c a le

S-1180

O C

T

D E

R S

O

D S

E Y

U P

S T

R E

A M W

IR

E

S A

W

IN

G R

E M

O V

A L P

L A

N

A N

D R

E M

O V

A L L

IM

IT

S

A3

C3

FLOW

FLOW

FLOW

LANDWALL

S-2182

A1

S-2182

A1

MIDDLE WALL

M J

M J

L

RECESS

C BULKHEAD

L

RECESS

C BULKHEAD

L

RECESS

C BULKHEAD

(EL 665.25)

BOULE DAM SILL

M J

(EL 665.25)

BOULE DAM SILL

L

RECESS

C BULKHEAD

SHOWN FOR CLARITY.

EXISTING SAFETY CABLE NOT

NOTE:

SHOWN FOR CLARITY.

EXISTING SAFETY CABLE NOT

NOTE:

WIRE SAW LIMIT

WIRE SAW LIMIT

LANDWALL

MIDDLE WALL

L

S

T A

B

IL

IT

Y M

E A

S U

R E

S

C C

O R

E F

O R

REMOVAL LIMITS

RECESS

NEW BULKHEAD

REMOVAL LIMITS

RECESS

NEW BULKHEAD

L

S

T A

B

IL

IT

Y M

E A

S U

R E

S

C C

O R

E F

O

A S

U R

E S

C C

O R

E F

O R S

T A

B

IL

IT

A S

U R

E S

C C

O R

E F

O R S

T A

B

IL

IT

Y

9’-1"

"2 14’-6

MONUMENT

EXISTING

"2 14’-6

"4 34’-2 "4

34’-2

MONUMENT

EXISTING

9’-1"

8’-7"

8’-7"

SAWING LIMITS

CONCRETE WIRE

UPSTREAM LANDWALL

WIRE SAWING LIMITS

WALL CONCRETE

UPSTREAM MIDDLE

A1

US REMOVAL PLAN

0 20’10’SCALE : 1"=10’-0"

(EL 693.0)

TOP OF WALL

(EL 693.0)

TOP OF WALL

A3

US REMOVAL LIMITS

0 2’ 4’ 8’SCALE : 1/4"=1’-0"

C3

US REMOVAL LIMITS

0 2’ 4’ 8’SCALE : 1/4"=1’-0"

OPP

CONTROL STAND

MIDDLE WALL

CABLE POST

EXISTING SAFETY

CABLE POST

EXISTING SAFETY

OVER OPEN PIT

EXISTING GRATING

VARIES

CULVERT, ELEVATION

EXISTING FILLING

VARIES

CULVERT, ELEVATION

EXISTING FILLING

MOBILIZATION TO SITE

TO CONTRACTOR

GOVERNMENT PRIOR

BE REMOVED BY

AND ELECTRICAL TO

EXISTING JIB CRANE

S -3

A

MOUNTED TO BOULE SILL

EXISTING AIR FLUSHER

J

T

R

IP

P

OVER OPEN PIT

GRATING

EXISTING

"4 34’-2"4

34’-2

CONTRACTOR

SHALL BE CUT BY

THE REMOVAL LIMITS AND

THIS PIPE MAY BE WITHIN

PIPE, ELEVATION VARIES.

EXISTING 12"Ø DRAIN

CONTRACTOR

SHALL BE CUT BY

THE REMOVAL LIMITS AND

THIS PIPE MAY BE WITHIN

PIPE, ELEVATION VARIES.

EXISTING 12"Ø DRAIN

A

J

O N

E S

P .E S .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

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P L

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C A

L E

P L

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D A

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M A

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D E

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R

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T

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N A

P P

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D A

T E

C O

N T

R A

C T N

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C O

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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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B t o d e s ig n B

E

C D

M L

L

L M

O O

S

.d g n a u t o s c a le

S-1181

O C

T

D E

R S

O

D S

E Y

D O

W N

S T

R E

A M W

IR

E

S A

W

IN

G R

E M

O V

A L

P L

A N A

N D R

E M

O V

A L L

IM

IT

S

A3

C3

FLOW

FLOW

FLOW

LANDWALL

S-2182

A3

S-2182

A3

MIDDLE WALL

REMOVAL LIMITS

RECESS

NEW BULKHEAD

REMOVAL LIMITS

RECESS

NEW BULKHEAD

M J

L

RECESS

C BULKHEAD

L

RECESS

C BULKHEAD

L

RECESS

C BULKHEAD

MONUMENT

EXISTING

(EL 648.96)

POIREE DAM SILL

(EL 648.96)

POIREE DAM SILL

CABLE POST

EXISTING SAFETY

NOT SHOWN FOR CLARITY.

EXISTING SAFETY CABLE

NOTE:

NOT SHOWN FOR CLARITY.

EXISTING SAFETY CABLE

NOTE:

WIRE SAW LIMIT

CABLE POST

EXISTING SAFETY

LANDWALL

MIDDLE WALL

L

S

T A

B

IL

IT

Y M

E A

S U

R E

S

C C

O R

E F

O R

L

S

T A

B

IL

IT

Y M

E A

S U

R E

S

C C

O R

E F

O

A S

U R

E S

C C

O R

E F

O R S

T A

B

IL

IT

A S

U R

E S

C C

O R

E F

O R S

T A

B

IL

IT

Y

A1

DS REMOVAL PLAN

0 20’10’SCALE : 1"=10’-0"

WIRE SAW LIMIT

"4 34’-2"4

34’-2

(EL 693.0)

TOP OF WALL

NOT SHOWN FOR CLARITY.

EXISTING SAFETY CABLE

NOTE:

"4 34’-2"4

34’-2

(EL 693.0)

TOP OF WALL

EXISTING MONUMENT

CABLE POST

EXISTING SAFETY

CABLE POST

EXISTING SAFETY

0 2’ 4’ 8’SCALE : 1/4"=1’-0"C3

DS REMOVAL LIMITS

0 2’ 4’ 8’SCALE : 1/4"=1’-0"A3

DS REMOVAL LIMITS

OPP

SAWING LIMITS

WALL CONCRETE WIRE

DOWNSTREAM MIDDLE

SAWING LIMITS

CONCRETE WIRE

DOWNSTREAM LANDWALL

VARIES

CULVERT, ELEVATION

EXISTING FILLING

VARIES

CULVERT, ELEVATION

EXISTING FILLING

OVER OPEN PIT

EXISTING GRATING

OVER OPEN PIT

EXISTING GRATING

8’-7"

"2 14’-6

9’-1"

9’-1"

"2 14’-6

8’-7"

L

RECESS

C BULKHEAD

J

T

R

IP

P

A

J

O N

E S

P .E S .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B t o d e s ig n B

E

C D

M L

L

L M

O O

S

.d g n a u t o s c a le

S-2182

O C

T

D E

R S

O

D S

E Y

SCALE : 3/8"=1’-0" 0 2’ 4’ 6’SCALE : 3/8"=1’-0" 0 2’ 4’ 6’

ARMOR (TYP)

EXISTING CORNER

T.O. SILL (EL 665.25)

ARMOR (TYP)

EXISTING WALL

DAM SILL

EXISTING BOULE

S -3

A

FLOW

EL 665.50

BETWEEN EL 665.25 AND

FOR BOTTOM CUT LINE IS

HORIZONTAL CUT, TOLERANCE

TYP OF 14

FULL DEPTH (3’-8")

12"Ø CORE HOLE

C REMOVAL

LIMIT

C CORELC COREL

L

SAW CUT

VERTICAL WIRE

SAW CUT

VERTICAL WIRE

2’-6"2’-6"

9’-1"

T.O. WALL (EL 693.0)

(EL 682.0)

NORMAL POOL

ARMOR (TYP)

EXISTING WALL

DAM SILL

EXISTING POIREE

ARMOR (TYP)

EXISTING CORNER

FLOW

C CORELC COREL

L

2’-6"2’-6"

TYP OF 24

FULL DEPTH (3’-8")

12"Ø CORE HOLE

SAW CUT

VERTICAL WIRE

SAW CUT

VERTICAL WIRE

H O

R

IZ

O N

T A

L W

IR

E S

A W C

U T

C REMOVAL LIMIT

(EL 648.96)

T.O. SILL

(EL 664.5)

NORMAL TAIL

(EL 693.0)

T.O. WALL

U P

S T

R E

A M A

N D D

O W

N S

T R

E A

M

W

IR

E S

A W

IN

G E

L E

V A

T

IO

N S

(EL 649.92)

S -3

A

H O

R

IZ

O N

T A

L W

IR

E S

A W C

U T S

9’-1"

J

T

R

IP

P

# - BLOCK NUMBER2.

WALL OPP HAND.

LANDWALL SHOWN, MIDDLE1.

NOTES:

# - BLOCK NUMBER2.

WALL OPP HAND.

LANDWALL SHOWN, MIDDLE1.

NOTES:

A1

ELEVATION

A3

ELEVATION

A

J

O N

E S

P .E S .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

S-5184-A1

S-5184-A1 t o d e s ig n B

E

C D

M L

L

L M

O O

S

.d g n a u t o s c a le

S-3183

O C

T

D E

R S

O

D S

E Y

0 1’ 2’ 4’SCALE : 1/2"=1’-0"

IN BOTH DIRECTIONS

HAS EQUAL ADJUSTMENT

SUCH THAT TURNBUCKLE

LOCATE PAD EYE

OF 8"

HAVE EMBEDMENT DEPTH

STAINLESS STEEL AND

ANCHORS SHALL BE

INSTALLED BY CONTRACTOR.

TO BE SUPPLIED AND

"Ø EXPANSION ANCHOR4

(TYP OF 2)

4"Ø CORE.

(CONTRACTOR DESIGNED)

WEIGHT TO FOUNDATION

STABILITY AND TRANSFER

BLOCKS TO PROVIDE

SHIM WIRE SAWN

T.O. WALL (EL 693.0)

(TYP OF 2)

4"Ø CORE.

(CONTRACTOR DESIGNED)

WEIGHT TO FOUNDATION

STABILITY AND TRANSFER

BLOCKS TO PROVIDE

SHIM WIRE SAWN

W

IR

E S

A W

IN

G R

E M

O V

A L

L

IM

IT

S

E C

T

IO

N S

SILL (EL 665.25)

T.O. BOULE

SILL (EL 648.96)

T.O. POIREE

T.O. WALL (EL 693.0)

SCALE : 3/8"=1’-0" 0 2’ 4’ 6’

(EL 682.0)

NORMAL POOL

(EL 664.5)

NORMAL TAIL

(EL 649.92)

OF 8"

HAVE EMBEDMENT DEPTH

STAINLESS STEEL AND

ANCHORS SHALL BE

INSTALLED BY CONTRACTOR.

TO BE SUPPLIED AND

"Ø EXPANSION ANCHOR4

IN BOTH DIRECTIONS

HAS EQUAL ADJUSTMENT

SUCH THAT TURNBUCKLE

LOCATE PAD EYE

VARIES

CULVERT, ELEVATION

EXISTING FILLING

A4

SECTION

2’1’0SCALE : 1"=1’-0"

"16 12’-2 "4

11’-3

DOWNSTREAM END)

UPSTREAM END, FOUR ON

INSTALLATIONS (FOUR ON

EIGHT STABILITY SYSTEM

SECTION IS TYPICAL FOR ALL1.

NOTE:

CUT

WIRE SAW

LOCKWALL

EXISTING

BLOCK

WIRESAWN

(TYP)

3" SAWCUT

LOOKING IN PLAN VIEW

TRENCH IS 9" WIDE WHEN

BELOW TOP OF WALL.

STABILITY SYSTEM SITS

REMOVE CONCRETE SO

"Ø EXPANSION ANCHORS2

TO CONCRETE WITH TWO

COVER OPENINGS. SECURE

GRADE PLYWOOD TO

" EXTERIOR4

3PROVIDE

CONTRACTOR SHALL

CULVERT

EXISTING EMPTYING

J

T

R

IP

P

# - BLOCK NUMBER2.

WALL OPP HAND.

LANDWALL SHOWN, MIDDLE1.

NOTES:

# - BLOCK NUMBER2.

WALL OPP HAND.

LANDWALL SHOWN, MIDDLE1.

NOTES:

A1

SECTION

A2

SECTION

EXISTING 12"Ø DRAIN PIPE

A

J

O N

E S

P .E S .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

S-5184-A4

S-5184-A2 t o d e s ig n B

E

C D

M L

L

L M

O O

S

.d g n a u t o s c a le

S-5184

O C

T

D E

R S

O

D S

E Y

W

IR

E S

A W

N L

A T

E R

A L S

T A

B

IL

IT

Y S

Y S

T E

M

FOR TURNBUCKLE

SEE SPECIFICATIONS

(TYP)

"Ø HOLES16

" PL4

" PL4

"Ø HOLE4

PIPE

3"Ø X-STRONG

4"

"2

" PL4

"Ø HOLE4

PLAN

PLAN

5/16

1’-0"

6"1"

4" "4

"2

MAKE 8QUANTITY:

SCALE : 3/4"=1’-0" 0 1’ 2’ 3’A1

S-5184-A1 - ISOMETRIC

A2 S-5184-A2

0 1" 2" 3" 4"SCALE : 6"=1’-0" A4

S-5184-A4

0 1" 2" 3" 4"SCALE : 6"=1’-0"

(U

P S

T R

E A

M

(D

O W

N S

T R

E A

M

8QUANTITY:2 EA ON DS MIDDLE WALL

2 EA ON DS LANDWALL

2 EA ON US MIDDLE WALL

2 EA ON US LANDWALL

MAKE 8 TOTALQUANTITY:

NDT

NO

J

T

R

IP

P

A

J

O N

E S

P .E S .E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

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

IT

T S

B U

R G

H P

A

R E

C E

S S

E S

F

T L

O C

K C

H A

M B

E R

O H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

S A

W C

U T

T

IN

G F

O R N

E W M

A

IN

T E

N A

N C

E B

U L

K H

E A

D

CERTIFIED FINAL DOCUMENTS

W

W N

B

REFERENCE DRAWINGS