W912ES-16-B-0002_FullSize.pdf

PDF 16 MB Posted Jul 21, 2016

Attached to: Lock and Dam 5a Embankment Rehabilitation
Solicitation number: W912ES-16-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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BID_ABSTRACT_W912ES-16-B-0002.pdf	PDF	Aug 25, 2016
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16-B-0002_Site_Visit_Sign_in_Sheet.pdf	PDF	Aug 8, 2016
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Amendment_1_W912ES16B0002.pdf	PDF	Jul 26, 2016
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W912ES-16-B-0002_SPECs.pdf	PDF	Jul 21, 2016

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S O

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

"D1" LD5A

"BRASS DS" LD5A

A 240 A RESET

BARTLET

LAKE

PER

RED LAKE

UPPER

LAKE

DEVIL'S

TRAVERSE

LAKE

RED LAKE

LOWER

ITASCA

LAKE

LEECH

WINNIBIGOSHISH

LAKE

LACS

MILLE

E R

S T C

E R

C O

N S

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P I

RIVER

INNESO

PEPIN

LAKE

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E R O

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H E N

O R

T H

WOODS

OF THE

LAKE

RIVER

MICHIGAN

WISCONSIN

IOWA

SOUTH DAKOTA

MINNESOTA

NORTH DAKOTA

RIVERS & LAKES

C A N A D A

STATE BOUNDARY

LEGEND

DISTRICT BOUNDARY

NATIONAL BOUNDARY

LOCK AND DAML/D 12

LOCATION

PROJECT

MINOT

BEMIDJI

BRAINERD DULUTH

CLOUD

ST.

MINNEAPOLIS ST. PAUL

ROCHESTER

LA CROSSE

MANKATO

SAF L/D'S

L/D 1

L/D 2

L/D 4 L/D 3

L/D 5 L/D 6

L/D 5A

L/D 7

L/D 8

L/D 9

L/D 10

LOCATION MAP

ACCESS MAP

LAKE

BIG STONE

E R

S H

E Y

E N

N E

RAPIDS

GRAND

DAM

SCALE: 1" = 100 MILES

RIVER FLOW

MISSISSIPPI

DAM 5A

LOCK &

SPILLWAY

E R F

L O

P I

LOCK HOUSE

R R T

R A C

K S

SCALE: 1" = 600'

VICINITY MAP

2,000' 4,000'

SCALE: 1" = 2,000'

PRAIRIE ISLAND RD.

P E L Z E

R S

HIGHW

AY 61

H W

A Y

WINONA, MN.

U .S

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-B -0

"D1" LD5A

"BRASS DS" LD5A

M A

P S

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L O

C A

C C

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S N .T .S

L O

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N D D

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200100

600' 1,200'

E R

C O

N T

R O

L S

H W

A Y

PRAIRIEISLAND RD.

G R

EAT R

IVER

ROAD / HIGHWAY 35

E P

P /G .O

G R

E N

E P

P /G

EAST END OF SPILLWAY

FOR LOCK HOUSE AND

PATH OF DASHED LINE

RECOMMENDED ALONG

MARINE METHOD IS

ACCESS POINT:

GENERAL CROSS-REFERENCING SYMBOLS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SUPPLEMENTAL INFORMATION

SCALE:

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

C-102

SECTION

C-302

C-501

FRONT SIDE

ELEVATION

TOP

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

ABBREVIATIONS

ELEVATION

WATER SURFACE

CUT

FILL

AND NUMBER

DWG OUTLINE RIPRAP

EXISTING

RIPRAP

NEW

GENERAL LEGEND

SHEET ID X-000

GENERAL NOTES:

SURVEY MONUMENT

3-DIMENSIONAL

WORK LIMITS

WL-01

WL-02

RIPRAP

BEDDING

STRUCTURE

EXISTING

GROUND

EXISTING

FENCE

EXISTING

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

N E

S O

T A

G-003

S T P

A U

L D

T R

T M

P I

W O

L F

L D

E R

G -0 d g n2 /0

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N A

M N S

P C

S S

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T H Z

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U R

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A C

T O

C F

E L E

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Y S

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H O

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SOUTH ZONE, U.S. SURVEY FEET.

6. COORDINATES ARE BASED ON MINNESOTA STATE PLANE COORDINATE SYSTEM,

5. SURVEY DATA FROM 2015 SOUNDINGS AND TOPOGRAPHIC SURVEY.

4. ELEVATIONS REFER TO NAVD 88.

3. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT.

UPON CONTRACT AWARD.

CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER

2. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL

OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.

RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS

1. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

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STONE LIMIT

CHINKING

E P

P /G .O

G R

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E P

P /G

DISCHARGE PIPE

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

DESCRIPTION

CONSTRUCTION DRAWING INDEX

DRAWING NO.

AS-BUILT

REF.

SHEET

PRODUCT I.D.

CS601

CS501

CS302

CS301

CS102

CS101

CD102

CD101

C-101

G-003

G-002

G-001

LD5AER_CS601---.dgn

LD5AER_CS501---.dgn

LD5AER_CS302---.dgn

LD5AER_CS301---.dgn

LD5AER_CS102---.dgn

LD5AER_CS101---.dgn

LD5AER_CD102---.dgn

LD5AER_CD101---.dgn

LD5AER_C-101---.dgn

LD5AER_G-003---.dgn

LD5AER_G-002---.dgn

LD5AER_G-001---.dgn

CONTROL TABLES

FENCE DETAILS

RIPRAP DETAILS

TYPICAL SECTIONS - SPILLWAY EAST SIDE & LOCK HOUSE

DETAIL PLAN - LOCK HOUSE

DETAIL PLAN - SPILLWAY EAST SIDE

REMOVAL PLAN - LOCK HOUSE

REMOVAL PLAN - SPILLWAY EAST SIDE

GENERAL PLAN AND WORK LIMITS

CIVIL SITE DRAWINGS

DRAWING INDEX, REFERENCES, SYMBOLS, AND ABBREVIATIONS

LOCATION, VICINITY, & ACCESS MAPS AND HORIZONTAL & VERT. CONTROLS

COVER SHEET

GENERAL SHEETS

DESCRIPTIONDRAWING NO.

REFERENCE DRAWING INDEX

PRODUCT I.D.

LOCK AND DAM 5A TAIL ELEV. DURATION CURVES: JUL - DEC, 1988 - 2015

LOCK AND DAM 5A TAIL ELEV. DURATION CURVES: JAN - JUN, 1988 - 2015

LOCK AND DAM 5A TAIL ELEV. HYDROGRAPHS: JAN. 01 - DEC. 31, 2005 - 2014

LOCK AND DAM 5A POOL ELEV. DURATION CURVES: JUL - DEC, 1988 - 2015

LOCK AND DAM 5A POOL ELEV. DURATION CURVES: JAN - JUN, 1988 - 2015

LOCK AND DAM 5A POOL ELEV. HYDROGRAPHS: JAN. 01 - DEC. 31, 2005 - 2014

HYDROGRAPHS & DURATION CURVES

*LOCK 5A *LOCKWORK STAGE 2 - *LOCK PIPING

*LOCK 5A *LOCKWORK STAGE 2 - LANDSCAPE PLAN, NEW FEATURES

*LOCK 5A *LOCKWORK STAGE 2 - TYP. GRADING, CROSS SECTIONS & PROFILES

*LOCK 5A *LOCKWORK STAGE 2 - SITE PLAN, *LOCK SIDE GRADING PLAN

*LOCK 5A *LOCKWORK STAGE 2 - GENERAL PLAN, *LOCK SIDE NEW FEATURES

*LOCK 5A *LOCKWORK STAGE 2 - SITE PLAN, *LOCK SIDE DEMOLITION

*LOCK 5A *LOCKWORK STAGE 2 - SITE PLAN, *LOCK SIDE, EXIST. CONDITIONS

*LOCK AND DAM No. 5A - ABUTMENT MODIFICATION

*LOCK AND DAM No. 5A - TYPICAL PLACEMENT SECTIONS

*LOCK AND DAM No. 5A - DOWNSTREAM SECTIONS B-15 THROUGH B-21

*LOCK AND DAM No. 5A - DOWNSTREAM SECTIONS B-8 THROUGH B-14

*LOCK AND DAM No. 5A - DOWNSTREAM SECTIONS B-1 THROUGH B-7

*LOCK AND DAM No. 5A - UPSTREAM SECTIONS A-14 THROUGH A-21

*LOCK AND DAM No. 5A - UPSTREAM SECTIONS A-1 THROUGH A-13

*LOCK AND DAM No. 5A - PLAN AND AS-BUILT SECTIONS

*THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT

M-L5A-27/402

M-L5A-27/401

M-L5A-38/418

M-L5A-38/410

M-L5A-38/409

M-L5A-38/408

M-L5A-38/405

M-L5A-38/401

M-L5A-38/399

M-P5A-6I/I5

M-P5A-6I/14

M-P5A-6I/13

M-P5A-6I/12

M-P5A-6I/11

M-P5A-6I/10

M-P5A-6I/9

M-P5A-6I/8 mh27A402.pdf mh27A401.pdf mh38A418.pdf mh38A410.pdf mh38A409.pdf mh38A408.pdf mh38A405.pdf mh38A401.pdf mh38A399.pdf mp5a_61_15.pdf mp5a_61_14.pdf mp5a_61_13.pdf mp5a_61_12.pdf mp5a_61_11.pdf mp5a_61_10.pdf mp5a_61_9.pdf mp5a_61_8.pdf

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

Cogo PointLD5A_DESIGN_ALIGNS101C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS102C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS103C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS104C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS105C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS106C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS107C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS108C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS109C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS110C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS111C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS112C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS113C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS114C-ROW_WL

WL101

WL102WL103

WL104

WL105

WL106

WL107

WL108

WL109

WL110

WL111

WL112 WL113

WL114

WORK LIMITS

CS101

CD101 CS102

CD102

E R F

L O

W M

P I

DAM

C H

A M

B E

R M

O C

WORK LIMITS

CS302

SPILLWAY

AND STOCKPILE AREA

BE USED FOR STAGING

STORAGE YARD CAN

LOCK AND DAM

EAST SIDE

SPILLWAY

OPTION 1

LOCK HOUSE

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EACH WITH THE OPEN WATER AREA ON THE DOWNSTREAM SIDE AS SHOWN.

OF THE THREE ANIMAL PATHS ALONG THE UPSTREAM SIDE ONLY AND ALIGN

ANIMAL ACCESS PATHS ALONG THE EMBANKMENT AS SHOWN. PLACE EACH

1.) PLACE CHINKING STONE OVER EXISTING RIPRAP TO CREATE THREE SMALL

GENERAL NOTES: THIS SHEET ONLY

600'0 300'

E P

P /G .O

G R

E N

E P

P /G

GENERAL PLAN

650 650

660 660 660

665 665

LIMIT - 60' SEE NOTE 5

RIPRAP EXCAVATION

LIMIT - 47' SEE NOTE 5

RIPRAP EXCAVATION

Cogo PointLD5A_DESIGN_ALIGNS110C-ROW_WL

WL110

PI-SW6

PI-SW7

PI-SW8

PI-SW9

PI-SW10

PI-SW11

SEE NOTE 1

EXISTING SIGNS

ELEVATION = 645.07'

MINIMUM WATER SURFACE

ELEVATION = 649.57'

MINIMUM WATER SURFACE

EXISTING RIPRAP

SPILLWAY

CONCRETE

RIPRAP. SEE NOTE 4

SALVAGE EXISTING

WIRES. SEE NOTE 1

POLES AND GUY

EXISTING POWER

SEE NOTE 3

8 FEET BELOW GROUND SURFACE.

VERTICAL PIPE EXTENDS APPROX.

REMOVE EXISTING 12" CMP. THE

ABUTMENT

CONCRETE

SEE SHEET C-101

OF WORK LIMITS

FOR CONTINUATION

SEE SHEET C-101

OF WORK LIMITS

FOR CONTINUATION

CONTROL LINE

EAST SPILLWAY

EXCAVATE RIPRAP

A R

M Y C

O R

P S O

F E

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CD101

S T P

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40'10'0 20'

E P

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P /G

GENERAL NOTES: THIS SHEET ONLY

REMOVAL PLAN

SPILLWAY - EAST SIDE

S T S

S P

L W

A Y

SO THAT THE ADDITION OF MATERIAL SHALL NOT ADD LOAD TO THE EXISTING WALL.

5.) EXCAVATE 27" OF EXISTING RIPRAP AND BASE MATERIAL FOR PLACEMENT OF NEW MATERIAL

4.) SALVAGE ENOUGH EXISTING RIPRAP TO FILL SCOUR AREA SHOWN ON SHEET CS101.

AND PROVIDED TIME TO INSPECT THE PIPE PRIOR TO BACKFILLING THE EXCAVATED PIPE.

COMPACTION OF THE SURROUNDING MATERIAL. THE CONTRACTING OFFICER SHALL BE NOTIFIED

EXCAVATION SHALL BE BACKFILLED TO MATCH THE SAME SURROUNDING MATERIAL AND MATCH

THE VERTICAL PORTION OF THE PIPE. ANY HORIZONTAL SECTIONS SHALL REMAIN IN PLACE.

3.) REMOVE EXISTING 12" CORRUGATED METAL PIPE. EXCAVATION SHALL BE DUG DOWN TO REMOVE

AT COMPLETION OF CONSTRUCTION.

CONTRACTORS CONVENIENCE ARE TO BE RESTORED BACK TO PRE-CONSTRUCTION CONDITIONS

2.) CONTRACTOR MAY REMOVE FENCING DURING CONSTRUCTION. ANY FENCES REMOVED FOR THE

THE EMBANKMENT.

UTILITY POLES, GUY WIRES, AND AERIAL WIRES ALONG THE DOWNSTREAM SIDE OF

1.) CONTRACTOR NEEDS TO BE AWARE OF, AND USE CAUTION NEAR THE EXISTING SIGN POSTS, S O

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

660660660

665665

SHEET C-101

OF WORK LIMITS SEE

FOR CONTINUATION

SEE SHEET C-101

OF WORK LIMITS

FOR CONTINUATION

REMOVED AND REALIGNED

EXISTING FENCE TO BE

WIRES. SEE NOTE 1

POLE AND GUY

EXISTING POWER

STRUCTURE

LOCK

CONCRETE

ELEVATION = 649.57'

MINIMUM WATER SURFACE

RIPRAP

EXISTING

FROM EXCAVATION AREA

STRIP TO BE REMOVED

EXISTING CONCRETE

OF EXISTING SAND BAG PILES

OF APROX 28 CUBIC YARDS

REMOVE & DISPOSE

CONTROL LINE

LOCK HOUSE A

ELEVATION = 645.07'

MINIMUM WATER SURFACE

FROM EXCAVATION AREA

STRIP TO BE REMOVED

EXISTING CONCRETE

SEE NOTE 1

MANHOLES

EXISTING

Cogo PointLD5A_DESIGN_ALIGNS104C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS112C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS113C-ROW_WL

WL104

WL112 WL113

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PI-LH1

PI-LH2 PI-LH3 PI-LH4

PI-LH5

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PI-LH8

PI-LH9 PI-LH10

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N E

S O

T A

T S

U L L

N A

M N S

P C

S S

O U

T H Z

O N

E -U .S S

U R

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Y F

N A

V D

G E

C O

M B

E D F

A C

T O

C F

E L E

V A

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A L C

O N

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C O

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T E

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R E

M O

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L A

L O

C K A

N D D

A M

L O

C K D

A M

A E

M B

A N

K M

E N

T R

E P

GENERAL NOTES: THIS SHEET ONLY

40'10'0 20'

E P

P /G .O

G R

E N

E P

REMOVAL PLAN

C K H

O U

S E

COMPLETION OF CONSTRUCTION.

RESTORED BACK TO PRE-CONSTRUCTION CONDITIONS AT

FENCES REMOVED FOR THE CONTRACTORS CONVENIENCE ARE TO BE

2.) CONTRACTOR MAY REMOVE FENCING DURING CONSTRUCTION. ANY

E ALONG THE DOWNSTREAM SIDE OF THE EMBANKMENT.

EXISTING MANHOLES, UTILITY POLES, GUY WIRES, AND AERIAL WIRES

1.) CONTRACTOR NEEDS TO BE AWARE OF, AND USE CAUTION NEAR THE

S O

A T

N N

E N

A M

D W

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C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

650 650

660 660 660

665 665

Cogo PointLD5A_DESIGN_ALIGNS110C-ROW_WL

WL110

OVER 9" OF B1 BEDDING

PLACE 18" OF R20 RIPRAP

PI-SW6

PI-SW7

PI-SW8

PI-SW9

PI-SW10

PI-SW11

ABUTMENT

CONCRETE

STA E 2+29.35

PLACEMENT

END RIPRAP

SEE NOTE 3

1:3 SLOPE

SCOUR AREA

STA E 0+00

PLACEMENT

BEGIN RIPRAP

CS301

ELEVATION = 649.57'

MINIMUM WATER SURFACE

EXISTING RIPRAP

SEE NOTE 1

SIGNS

EXISTING

EXISTING RIPRAP

SPILLWAY

CONCRETE

ELEVATION = 645.07'

WATER SURFACE

MINIMUM

WIRES. SEE NOTE 1

POLES AND GUY

EXISTING POWER

PLACED RIPRAP

TIE SCOUR FILL INTO

C S3

OF B1 BEDDING

RIPRAP OVER 9"

PLACE 18" OF R20

LIMITS SEE SHEET C-101

FOR CONTINUATION OF WORK

WORK LIMITS SEE SHEET C-101

FOR CONTINUATION OF

CONTROL LINE

EAST SPILLWAY

C S

OFFSET 58.40'

STA E 0+29.83

SCOUR FILL

BEGIN

S L

O P

S L

O P

A R

M Y C

O R

P S O

F E

N G

E E

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S T P

A U

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S O

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CS101

S T P

A U

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T R

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W O

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S d g n2 /0

O N

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N E

S O

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N A

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P C

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O N

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U R

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N A

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C O

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E D F

A C

T O

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E L E

V A

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O N

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D E

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GENERAL NOTES: THIS SHEET ONLY

E P

P /G .O

G R

E N

E P

P /G

40'10'0 20'

DETAIL PLAN

S T S

S P

L W

A Y

BASE FOR NEW RIPRAP.

3.) FILL SCOUR AREA WITH SALVAGED RIPRAP TO PROVIDE A STABLE

CONDITIONS AT COMPLETION OF CONSTRUCTION.

FENCES REMOVED ARE TO BE RESTORED BACK TO PRE-CONSTRUCTION

2.) CONTRACTOR MAY REMOVE FENCING DURING CONSTRUCTION. ANY

ALONG THE DOWNSTREAM SIDE OF THE EMBANKMENT.

EXISTING SIGN POSTS, UTILITY POLES, GUY WIRES, AND AERIAL WIRES

1.) CONTRACTOR NEEDS TO BE AWARE OF, AND USE CAUTION NEAR THE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

660660660

665665

SHEET C-101

OF WORK LIMITS SEE

FOR CONTINUATION

WORK LIMITS SEE SHEET C-101

FOR CONTINUATION OF

STA LA 4+94.16

PLACEMENT

END RIRAP

STA LB 5+12.92

PLACEMENT

END RIRAP

OFFSET 75.21'

STA LA 2+85.24

STA LA 4+45.53 OFFSET 40.82'

EXISTING FENCE

CONNECT TO

EXISTING FENCE

CONNECT TO

PIPE 15 FEET, SEE NOTE 5

EXTEND 4" DUCTILE IRON

WIRES. SEE NOTE 1

POLE AND GUY

EXISTING POWER

OVER 9" OF B1 BEDDING

PLACE 18" OF R20 RIPRAP

WITH 21" MINIMUM OF R30 RIPRAP

OVERLAY EXISTING RIPRAP

ALIGNED FENCE SEE NOTE 4

286 LINEAL FEET OF RE-

CONDUIT AND BOXES SEE NOTE 3

EXISTING ELECTRICAL

STRUCTURE

CONCRETE LOCK

ELEVATION = 649.57'

MINIMUM WATER SURFACE

LA 2+00

RIPRAP

EXISTING

OFFSET 63.43'

STA LA 3+32.16 OFFSET 26.47'

STA LA 4+44.97

'-6

SEE NOTE 1

MANHOLES

EXISTING

OFFSET 11.02'

STA LA 4+93.47

'-0

STA LB 0+00

PLACEMENT

BEGIN RIRAP

STA LA 4+14.50

BEGIN SLOPE VARIES

END 1:6.5 SLOPE

CONTROL LINE

LOCK HOUSE B

STA LA 0+00

PLACEMENT

BEGIN RIRAP

CONTROL LINE

LOCK HOUSE A

ELEVATION = 645.07'

MINIMUM WATER SURFACE

Cogo PointLD5A_DESIGN_ALIGNS104C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS112C-ROW_WL

Cogo PointLD5A_DESIGN_ALIGNS113C-ROW_WL

WL104

WL112 WL113

C S

L B

L A

PI-LH1

PI-LH2 PI-LH3 PI-LH4

PI-LH5

PI-LH6

PI-LH7

PI-LH8

PI-LH9

PI-LH11 PI-LH12

PI-LH13

PI-LH14

PI-LH15

PI-LH16

STA LA 0+00PLACEMENTBEGIN RIRAP

PI-LH10

CS302

C K C

H A

M B

E R

F L

O W

P I

S L

O P

S L

O P

S L

O P

S L

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S L

O P

.5 V

A R

S L

O P

ORK LIM

ITS

A R

M Y C

O R

P S O

F E

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E E

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S T P

A U

N E

S O

T A

CS102

S T P

A U

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T R

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P I

W O

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S d g n2 /0

O N

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M N S

P C

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U R

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N A

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C O

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E D F

A C

T O

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E L E

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O N

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C O

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Y S

T E

H O

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D E

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A N

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GENERAL NOTES: THIS SHEET ONLY

E P

P /G .O

G R

E N

E P

P /G

C K H

O U

DETAIL PLAN

APPROX 660.00. SLOPE TO DRAIN. PIPE SHALL NOT BE EXTENDED BELOW THE WATER SURFACE.

5.) EXTEND 4" DUCTILE IRON PIPE TO DAYLIGHT ON TOP OF THE RIPRAP. EXISTING PIPE INVERT IS

4.) THE NEW FENCE SHALL BE LOCATED OUT SIDE THE TOE OF THE PLACED RIPRAP.

3.) RIPRAP SHALL BE HAND-PLACED IN THE AREA NEXT TO THE ELECTRICAL CONDUITS AND BOXES.

THE COMPLETION OF CONSTRUCTION.

CONTRACTORS CONVENIENCE ARE TO BE RESTORED BACK TO PRE-CONSTRUCTION CONDITIONS AT

2.) CONTRACTOR MAY REMOVE FENCING DURING CONSTRUCTION. ANY FENCES REMOVED FOR THE

UTILITY POLES, GUY WIRES, AND AERIAL WIRES ALONG THE DOWNSTREAM SIDE OF THE EMBANKMENT.

1.) CONTRACTOR NEEDS TO BE AWARE OF, AND USE CAUTION NEAR THE EXISTING MANHOLES,

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

5'-0"

8'-0" 4'-6"

4'-6"

5'-0"

9" B1 BEDDING

18" R20 RIPRAP

EXCAVATE

9" B1 BEDDING

18" R20 RIPRAP

EXISTING GROUND

9" B1 BEDDING

EXCAVATE

18" R20 RIPRAP

5'-0"

5'-0" EXISTING GROUND

18" R20 RIPRAP

MINIMUM

BEDDING

9" B1

SEE NOTE 1

RIPRAP AND BASE MATERIAL

EXCAVATE 27" OF EXISTING

8'-0"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

1 : 5.5 SLOPE

1 : 6.5 SLOPE

SHOWN UP TO EXISTING SURFACE

ENDS OF BEDDING AND NEW RIPRAP AS

BEDDING AND ALONG BOTH VERTICAL

PLACE GEOTEXTILE ALONG BOTTOM OF

1 :

3 S

LOPE

E L

E V

A T

0 10 20 30 40 50 60 70 80 90-10-20

SHOWN UP TO EXISTING SURFACE

ENDS OF BEDDING AND NEW RIPRAP AS

BEDDING AND ALONG BOTH VERTICAL

PLACE GEOTEXTILE ALONG BOTTOM OF

E L

E V

A T

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80

SHOWN UP TO EXISTING SURFACE

ENDS OF BEDDING AND NEW RIPRAP AS

BEDDING AND ALONG BOTH VERTICAL

PLACE GEOTEXTILE ALONG BOTTOM OF

1V:1H

E L

E V

A T

0 10 20 30 40-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190

1 :

3 S

LOPE

CONTROL LINE

EAST SPILLWAY

CLCL

CONTROL LINE

LOCK HOUSE A

CONTROL LINE

LOCK HOUSE B

CONTROL LINE

LOCK HOUSE A

CONTROL LINE

LOCK HOUSE B

SEE NOTE 2

VARIES

SLOPE

1 : 5.5 SLOPE

E L

E V

A T

0 10 20 30 40 50 60 70 80 90-10-20

SHOWN UP TO EXISTING SURFACE

ENDS OF BEDDING AND NEW RIPRAP AS

BEDDING AND ALONG BOTH VERTICAL

PLACE GEOTEXTILE ALONG BOTTOM OF

1V:1H

CONTROL LINE

EAST SPILLWAY

OF NEW R30 RIPRAP

WITH A MINIMUM OF 21"

OVERLAY EXISTING RIPRAP

OF NEW R30 RIPRAP

WITH A MINIMUM OF 21"

OVERLAY EXISTING RIPRAP

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

N E

S O

T A

CS301

S T P

A U

L D

T R

T M

P I

W O

E R

S d g n2 /0

O N

A C

O U

N T

N E

S O

T A

T S

U L L

N A

M N S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

G E

C O

M B

E D F

A C

T O

C F

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

W E

S -1

-B -0

L O

C K A

N D D

A M

L O

C K D

A M

A E

M B

A N

K M

E N

T R

E P

GENERAL NOTES THIS SHEET ONLY

CS102

STA LB 0+00-2+05

STA LA 0+00-2+00

NEW R30 AND R20 RIPRAP AT LOCK HOUSE

TYPICAL SECTION

STA LB 2+05-LA 5+12.92

STA LA 2+00-LA 4+94.16

NEW R30 AND R20 RIPRAP AT LOCK HOUSE

P /G .O

G R

E N

E P

THE SLOPE VARIES FROM STA LA 4+14.50-STA LA 4+94.16.

2. FROM STA LA 2+00-STA LA 4+14.50 THE SLOPE IS 1V:6.5V,

ADDITION OF MATERIAL SHALL NOT ADD LOAD TO EXISTING WALL.

MATERIAL FOR PLACEMENT OF NEW MATERIAL SO THAT THE

SHEET CD101. EXCAVATE 27" OF EXISTING RIPRAP AND BASE

1. RIPRAP EXCAVATION LIMITS ARE SHOWN ON THE DETAIL PLAN

CS101

STA E 0+60-E 2+29.35

NEW R20 RIPRAP AT SPILLWAY

STA E 0+00-E 0+60

BASE MATERIAL IS REMOVED

WHERE EXISTING RIPRAP AND

NEW R20 RIPRAP AT SPILLWAY

SECTION

O C

K H

O U

S E

S P

L W

A Y E

A S

T S

T Y

A L S

E C

20'-0"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

0 10 20-10-20

EMBANKMENT

TOP OF THE

ROAD ALONG THE

SURFACE ELEV. = 649.57'

MINIMUM WATER

UPSTREAM SIDE ONLY AS SHOWN.

OF 649.57' FOR A WIDTH OF 20 FEET ON THE

THE MINIMUM WATER SURFACE ELEVATION

THE TOP OF THE EMBANKMENT DOWN TO

SETTLING. THIS SHOULD EXTEND FROM

ADDITIONAL 2" ON TOP TO ACCOUNT FOR

WITH 6" OF CHINKING STONE AND ADD AN

FILL THE VOIDS OF THE EXISTING RIPRAP

AS SHOWN

DOWN TO EXISTING RIPRAP

SLOPE END OF NEW RIPRAP

NEW BEDDING

NEW RIPRAP

AS SHOWN

END AT EXISTING RIPRAP

BOTTOM OF BEDDING AND

PLACE GEOTEXTILE ALONG

AND BEDDING

NEW RIPRAP

AND SLOPE 1: 3 TO SUPPORT

AREA SHOWN ON SHEET CS101

PLACE SALVAGED RIPRAP IN

THE EXISTING SURFACE

RIPRAP AS SHOWN UP TO

ENDS OF BEDDING AND NEW

ALONG BOTH VERTICAL

BOTTOM OF BEDDING AND

PLACE GEOTEXTILE ALONG

NEW RIPRAP

GEOTEXTILE

NEW BEDDING AND

CONCRETE LOCK WALL

12" RIPRAP

GROUND OR

EXISTING 12" RIPRAP

GROUND OR

EXISTING

A R

M Y C

O R

P S O

F E

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E E

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S T P

A U

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S O

T A

CS302

S T P

A U

L D

T R

T M

P I

W O

E R

S d g n2 /0

O N

A C

O U

N T

N E

S O

T A

T S

U L L

N A

M N S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

G E

C O

M B

E D F

A C

T O

C F

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

W E

S -1

-B -0

L O

C K A

N D D

A M

L O

C K D

A M

A E

M B

A N

K M

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T R

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C T

N D

E T

EXISTING RIPRAP FILL DOWNS

SMALL ANIMAL CROSSING

UPSTREAM CHINKED RIPRAP FO

C-101

RIPRAP END CONDITION AT LOCK WALL

0 4' 8' 0 4' 8' 0 4' 8'

RIPRAP END CONDITION

RIPRAP END CONDITION - OVE

P /G .O

G R

E N

E P

BRACE RAIL

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

CLIPS (TYP.)

TIE WIRES OR

FABRIC

BOTTOM OF

LINE POST

GRADE

TRUSS ROD

FABRIC

LINE POST

BRACE RAILS

TRUSS ROD

PULL POST

TRUSS ROD

BOTTOM OF FABRIC)

FROM TOP AND

AND WITHIN 4"

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

FABRIC

TENSION BAR

CARRIAGE BOLT

FLUSH (TYP.)

3/8" PLAIN PIN RIVETED

FLUSH (TYP.)

3/8" PLAIN PIN RIVETED

10'-0" MAX.10'-0" MAX.

1 1/2" (TYP.)

2 1/2" MAX.

1 1/2" MIN.

F A

B R

1' -6 " 6"

T Y P

1' -1 0" 7.

5" (T

YP.

ON EXTENSION ARMS

BARBED-WIRE APRON

HOG RINGS (TYP.)

TIE WIRES OR

TENSION WIRE

TOP RAIL OR

LINE POST

WIRE

TENSION

OR PULL POST

CORNER, END,

TRUSS ROD

BASE

CONCRETE

(TYP.)

HOG RINGS

BASE

CONCRETE

BAND

TENSION

WIRE

OR TENSION

BARBED WIRE

TENSION WIRE

TOP RAIL OR

POST

LINE

RAILS

BRACE

WIRE

TENSION

ROD

STEEL GROUND

COPPER-CLAD

3/4" DIA.

COPPER

FITTING OF

CLAMP-TYPE

APPROVED

WELD OR

EXOTHERMIC

MOLDED

FENCE POST

COPPER WIRE

#8 AWG SOLID

FABRIC)

TOP AND BOTTOM OF

AND WITHIN 4" FROM

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

(2'-0" O.C. MAX.)

TIE WIRES

9-GAGE STEEL

10'-0" O.C. MAX. LINE POSTS TO BE EQUALLY SPACED10'-0" MAX.

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

BOTTOM OF FABRIC)

AND WITHIN 4" FROM TOP AND

TENSION BAND (15" O.C. MAX.

PIN (TYP.)

LOCK

R O

C K

R A

WIRE (TYP.)

BARBED

L O

C K A

N D D

A M

P I

E R

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L D

E R

D G

XXXXX

X X X X X

XXXXX

XXX

X X X

XXXX

X X X X

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXXX

X X X

XXX

XXXXX

X X

XXXXX

X X X X

XXXX

X X X X

XXXX

FABRIC WIDTH 108" AND OVERFABRIC WIDTH 72" OR LESS

USE AND SECTION

STEEL POST SCHEDULE

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84" TO 96"

H-SECTION

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

TUBULAR - SQUARE

1.625" X 1.50"

1.625" X 1.25"

1.66" O.D.

1.50" SQ.

TOP, BOTTOM & BRACE RAILS

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

CORNER, END & PULL POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

2.50" SQ.

2.875" O.D.

2.25" X 1.70"

3.50" X 3.50"

2.875" O.D.

2.25" X 1.70"

4.00" O.D.

3.00" SQ.

3.50" X 3.50"

1.90" O.D.

2.375" O.D.

2.00" SQ.

2.375" O.D.

2.25" X 1.70" 2.25" X 1.70"

1.875" X 1.625"

LINE POST

CORNER POST

ROUND POST

END OR GATE POST DETAIL

TOP OR BRACE RAIL ATTACHMENT

TRUSS ROD AND BAND TENSION BAND DETAIL

BRACE RAIL CLAMP DETAILS

H-BEAM

H-BEAM ROUND POST

NOTE:

W E

S -1

-B -0

T S

U L L

N K

T S

W O

L F

CS501

L O

C K D

A M

A E

M B

A N

K M

E N

T R

E P

O N

A C

O U

N T

N E

S O

T A

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SCALE: N.T.S.

CHAIN-LINK SECURITY FENCE DETAIL

DETAIL

FASTENING DETAILS

BRACE PANEL DETAIL

GROUNDING DETAIL

LINE POST ATTACHMENTS

EXTENSION ARM DETAILS

DETAIL

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.

GENERAL NOTES: THIS SHEET ONLY

A N

S I

N .T .S

THE TOP OF THE FOUNDATION.

3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO

CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

2. WIRE TIRES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT.

METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND

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®of Engineers

US Army Corps of Engineers

US Army Corps

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®of Engineers

US Army Corps of Engineers

US Army Corps

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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

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LOCK AND DAM 5A

EMBANKMENT PROTECTION PROJECT

MISSISSIPPI RIVER

POOL ELEVATION HYDROGRAPHS

JANUARY 01 DECEMBER 31

2005 2014

SHEET NUMBER: 1 of 3

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

Notes:

1. The daily pool elevation hydrograph is based on ten years of pool elevation observations recorded by the USACE pool gage at Lock and Dam 5a near Winona, Minnesota. Daily observations shown above are taken at approximately every 4 hours Central Standard Time (CST).

2. These elevation hydrographs are based on the best information available. These elevation hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.

LOCK AND DAM 5A

EMBANKMENT PROTECTION PROJECT

MISSISSIPPI RIVER

POOL ELEVATION DURATION CURVES

JANUARY JUNE

1988 2015

SHEET NUMBER: 2 of 3

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

Notes:

1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5A 4 hour pool data for the period January 1988 through April 2015.

2. These elevation duration curves are based on the best information available. These elevation hydrographs represent the period 1988 2015, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.

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APRIL

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PERCENTAGE OF TIME EQUALLED OR EXCEEDED

MAY

UPPER GUIDEWALL CRIB GROUTING

MISSISSIPPI RIVER

POOL ELEVATION DURATION CURVES

JULY DECEMBER

1988 2015

SHEET NUMBER: 3 of 3

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

Notes:

1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5A 4 hour pool data for the period January 1988 through April 2015.

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2005 2006 2007 2008 2009 2010

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

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2010 2011 2012 2013 2014 2015

J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J

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LOCK AND DAM 5A

EMBANKMENT PROTECTION PROJECT

MISSISSIPPI RIVER

TAIL ELEVATION HYDROGRAPHS

JANUARY 01 DECEMBER 31

2005 2014

SHEET NUMBER: 1 of 3

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

Notes:

UPPER GUIDEWALL CRIB GROUTING

MISSISSIPPI RIVER

TAIL ELEVATION DURATION CURVES

JULY DECEMBER

1988 2015

SHEET NUMBER: 3 of 3

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

Notes:

1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5A 4 hour pool data for the period January 1988 through April 2015.

0 10 20 30 40 50 60 70 80 90 100

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DECEMBER

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AUGUST

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V A

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NOVEMBER

EMBANKMENT PROTECTION PROJECT

MISSISSIPPI RIVER

TAIL ELEVATION DURATION CURVES

JANUARY JUNE

1988 2015

SHEET NUMBER: 2 of 3

LOCK AND DAM 5A

HYDROLOGIC INFORMATION

Notes:

1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5A 4 hour pool data for the period January 1988 through April 2015.

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FEBRUARY

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File details come from the government source that posted it. Updated Nov 14, 2017.