W912ES-16-R-0002_PLANS_HALF_AMEND0005.pdf

EST. TIP ELEVATION 836.00

77'-0"38'-0"

S

P S

O C

4'-0"

38'-0"

6'-0"

77'-0"

6'-0"

3 SPS @ 10'-0" OC = 30'-0" 4'-0"

10 SPS @ 6'-6" OC = 65'-0"

34'-6"42'-6"

LONG WITH 1'-0" EMBEDMENT

VERTICAL SHEET PILING 16'-0"

EMBEDMENT

16'-0" LONG WITH 1'-0"

VERTICAL SHEET PILING

EMBEDMENT

16'-0" LONG WITH 1'-0"

VERTICAL SHEET PILING

EL. 899.30

EL. 895.30

EL. 899.49

EL. 891.50

EL. 884.50

EL. 893.49

BATTERED PILING, TYP

3V:1H

OF SLAB

BOTTOM

CONTROL LINE "C"

S

P S

O C

LONG WITH 1'-0" EMBEDMENT

VERTICAL SHEET PILING 16'-0"

EL. 893.73

OF SLAB

BOTTOM

OF SLAB

BOTTOM

EL. 895.49

6'-0"

4 SPS @ 6'-6" OC = 31'-0"7 SPS @ 5'-0" OC = 35'-0"

5'-0"

2'-0"

34'-6"42'-6"

16'-1"

3'-0" 7

/0

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LEGEND:

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ID

0.5% SLOPE

0 10' 20'

B

REQUIREMENTS.

SEE SPECIFICATION SECTION 31 41 16 FOR SHEET PILE SIZE

KEYNOTES:

GENERAL NOTES:

SCALE:

PLAN

PILE LAYOUT FOR FOUNDATION #1A & #2A

1" = 10'-0"

S-403

SCALE: N.T.S.

PILE EMBEDMENT DETAIL

B

C

D

ARROW INDICATES DIRECTION OF BATTER

BATTERED H-PILE ORIENTATION AS SHOWN ON DRAWING

VERTICAL H-PILE ORIENTATION AS SHOWN ON DRAWING

SCALE:

PILE FOUNDATION #1 & #2

SECTION

1" = 10'-0"

A

TESTING REQUIREMENTS.

12. SEE SPECIFICATION SECTION 31 62 14.01 12 FOR PILE DYNAMIC

DIMENSIONS.

11. SEE SHEET S-406 FOR STEPPED SPILLWAY ELEVATIONS AND

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

10. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

TO OBTAIN A MINIMUM ULTIMATE TENSION CAPACITY OF 276 KIPS.

A MINIMUM ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND

9. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN

HAVE TENSION CONNECTIONS PER SHEET S-407.

8. ALL H-PILES WITHIN THE CONTROL STRUCTURE SHALL

7. THE PILE LAYOUT IS MIRRORED ABOUT CONTROL LINE "C".

SLAB WHERE NEUTRAL AXIS OF PILE INTERSECTS GRID.

6. PILE LOCATIONS IN PLAN ARE AT BASE OF CONCRETE

STRUCTURE PILE LAYOUT ONLY.

5. PILE GRID SYSTEM SHOWN IS FOR CONTROL

IN THE TOP 1/3 OF THE PILE.

PILE SHALL BE PERMITTED AND THE SPLICE SHALL NOT BE

4. NO MORE THAN ONE SPLICE PER FULL LENGTH OF

FOUNDATION SLABS 1A, 1B, 2A AND 2B.

3. A TOTAL OF 400 HP 14x73 PILES ARE REQUIRED FOR

WILL BE ORIENTED AS SHOWN.

2. FLANGES OF ALL PILES SHOWN ON THIS DRAWING

GRADE 50 STEEL.

1. ALL H-PILES SHALL BE NEW HP 14x73, ASTM A572

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

4'-0" 4'-0"4'-0"4'-0"

4'-0"

OF SLAB

BOTTOM

74'-0"68'-0"

4'-0"

EL. 888.50

EL. 884.00

EL. 888.16

EL. 883.66

EL. 887.79

EL. 883.29

EL. 836.00

EST. TIP

4'-0"

8 SPS @ 7'-6" = 60'-0" 8 SPS @ 8'-3" = 66'-0"

6 SPS @ 11'-0" = 66'-0"6 SPS @ 10'-0" = 60'-0"

LONG WITH 1'-0" EMBEDMENT

VERTICAL SHEET PILING 16'-0"

CONTROL LINE "C"

LONG WITH 1'-0" EMBEDMENT

VERTICAL SHEET PILING 16'-0"

4'-0"

S

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S

P S

VERTICAL PILE

2'-0"

/0

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LEGEND:

BEMBEDMENT

PILE

A

FLOW

0.5% SLOPE0.5% SLOPE

W E

S -1

-R -0

D A

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P R

F T

M G

2' 4'0 1'

0 10' 20'

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ID

0 10' 20'

REQUIREMENTS.

SEE SPECIFICATION SECTION 31 41 16 FOR SHEET PILE SIZE

KEYNOTES:

GENERAL NOTES:

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

SCALE:

PLAN

PILE LAYOUT FOR FOUNDATION #3A & #4A

1" = 10'-0"

S-405

SCALE:

PILE FOUNDATION #3 & #4

SECTION

1" = 10'-0"

A

VERTICAL H-PILE ORIENTATION AS SHOWN ON DRAWING

TESTING REQUIREMENTS.

12. SEE SPECIFICATION SECTION 31 62 14.01 12 FOR PILE DYNAMIC

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

11. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

TO OBTAIN A MINIMUM ULTIMATE TENSION CAPACITY OF 257 KIPS.

A MINIMUM ULTIMATE COMPRESSION CAPACITY OF 460 KIPS AND

10. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN

9. THE PILE LAYOUT IS MIRRORED ABOUT CONTROL LINE "C".

FLOOR RAMP AND END SILL.

8. SEE SHEET S-406 FOR DETAILS ON THE BAFFLE BLOCKS,

SLAB WHERE NEUTRAL AXIS OF PILE INTERSECTS GRID.

7. PILE LOCATIONS IN PLAN ARE AT BASE OF CONCRETE

LAYOUT ONLY.

6. PILE GRID SYSTEM SHOWN IS FOR STILLING BASIN PILE

CONNECTIONS AS DETAILED ON SHEET S-407.

5. ALL H-PILES WITHIN STILLING BASIN HAVE TENSION

IN THE TOP 1/3 OF THE PILE.

SHALL BE PERMITTED AND THE SPLICE SHALL NOT BE

4. NO MORE THAN ONE SPLICE PER FULL LENGTH OF PILE

STILLING BASIN SLABS 3A, 3B, 4A AND 4B.

3. A TOTAL OF 352 HP 14x73 PILES ARE REQUIRED FOR

BE ORIENTED AS SHOWN.

2. FLANGES OF ALL PILES SHOWN ON THIS DRAWING WILL

50 STEEL.

1. ALL H-PILES SHALL BE NEW HP 14x73, ASTM A572 GRADE

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®of Engineers

US Army Corps of Engineers

US Army Corps

MONOLITH

WALL

FOUNDATION

SLAB

REINFORCEMENT

CONTINUOUS

1" PREFORMED

1/4" AMPLITUDE

JOINT AT SLAB

CONSTRUCTION

D

MONOLITH

WALL

FOUNDATION

SLAB

1/4" TOOLED EDGES

JOINT SEALANT

D

BOND BREAKER

D

SLAB

STABILIZATION SHEET PILE

SLAB

STABILIZATION

SHALL PASS THROUGH THE JOINT

50 PERCENT OF REINFORCEMENT

DAM WALL

MIN. 12"

SLAB

JOINT THROUGH

CONTRACTION

JOINT

PARTIAL CONTRACTION

BOND BREAKER WITHIN

JOINT SEALANT AND

" AMPLITUDE)4

CONSTRUCTION JOINT

D

D/2D/2

3" MIN

MIN.

6" R12"

D/2

D

12"

6" MIN.

BASE OF DAM WALLS

START 1-1/2" CHAMFER AT

D

D /2

D /2

D /2

D /2

ON THE JOINT.

SOIL. THE GEOTEXTILE SHALL BE CENTERED

EXPANSION JOINT (EJ) PRIOR TO BACKFILLING WITH

PLACE 2'-0" WIDE STRIP OF GEOTEXTILE ACROSS

SHEET PILE

TOP OF

FOUNDATION SLAB

TOP OF DAM WALL

FOUNDATION SLAB

TOP OF DAM WALL

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S-524

S-524

D

D/2D/2 EXPANSION JOINT

1'' PREFORMED

SECTION

S-524

(TYPICAL)

WATER STOP MATERIAL

WITH HYDROPHILIC

TO A MINIMUM DEPTH OF 3"

PACK HOLE IN WATERSTOP

SEALANT (TYP)

ELASTOMERIC JOINT

EXPANSION JOINT

S-524

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S-524

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SCALE:NONE

DETAIL

OF FOUNDATION HEIGHT WITHIN DAM WALLS

TYPICAL EXPANSION JOINT AT CHANGE

SCALE:NONE

AT DAM WALL FOUNDATION SLAB

TYPICAL CONTRACTION JOINT (CTJ)

STABILIZATION SLAB STABILIZATION SLAB

P R

F

J L F

K D

H

UPSTREAM DOWNSTREAM

STABILIZATION SLAB

SCALE: NONE

DAM WALL EXPANSION JOINT

SCALE:NONE

CONNECTION DETAIL

TYPICAL EXPANSION JOINT AND SHEET PILE

SCALE:NONE

AT DAM WALLS

TYPICAL PARTIAL CONTRACTION JOINT (CTJ)

C/L SHEET PILE

5, 6

BARRIER AS SHOWN ON DETAIL 1, THIS SHEET.

THE WATER STOP MUST FORM A CONTINUOUS

NOTE:

BARRIER AS SHOWN ON DETAIL 1, THIS SHEET.

THE WATER STOP MUST FORM A CONTINUOUS

NOTE:11

SCALE:NONE

DETAIL - NOT USED

AT DAM WALL FOUNDATION SLAB

TYPICAL CONSTRUCTION JOINT (CJ)

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®of Engineers

US Army Corps of Engineers

US Army Corps

TYP.

H-PILE

14X73

57'-0"

17'-8"

15'-8"

2'-0" 2'-0"

3'-9"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"3'-9"

JOINT

CONTRACTION

JOINT

CONTRACTION

57'-0"

18'-0"

PILE

SHEET

VERTICAL

PILE

SHEET

VERTICAL

2'-6"

2'-6"

57'-0"

57'-0"

3"

8"

MONOLITH L1

MONOLITH L1MONOLITH L2

MONOLITH L2

SLAB

STABILIZATION

6"

15'-0"13'-6"16'-6"12'-0"

6" (TYP)

(T

Y P

(T

Y P

1'-0"

3'-1"

2'-9"

11'-0"

7'-10"

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®of Engineers

US Army Corps of Engineers

US Army Corps

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A L L

SB103

A

B

H-PILE

14X73

H-PILE

14X73

H-PILE

14X73

EL. 894.70

4 5

SCALE: 1''= 5'-0"

0 5'5' 2.5'

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R

LINE "O"

CONTROL

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KEYNOTES:

SCALE:

1 LEFT DAM WALL

MONOLITH L1 AND L2

1" = 5'

SB101

MONOLITH L1 AND L2 - LEFT

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

MONOLITH L1 AND L2

DAM WALL ELEVATION

1" = 5'

C

SCALE:

MONOLITH L1 AND L2

SECTION THROUGH DAM WALL

1" = 5'

B

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ALIGNMENT CHANGE. SIMILAR AS SHOWN.

SEEPAGE BARRIER. CONTRACTOR TO ADJUST SHEET PILE AT

SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

L1 AND L2 WILL HAVE TENSION CONNECTORS.

FOR TENSION CONNECTOR DETAILS SEE SHEET S-407. ALL PILING FOR

SECTION 03 31 41 16 FOR SHEET PILE SIZE REQUIREMENTS.

THE FOUNDATIONAND A 1'-0" EMBEDMENT.) SEE SPECIFICATION

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN A MINIMUM

EST. TIP EL. 836.00

TYP.

H-PILE

14X73

2'-0" 2'-0"

60'-0"

60'-0"

8"

11'-0"

6"

JOINT

CONTRACTION

JOINT

CONTRACTION

15'-0"

3'-9"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"3'-9"

PILE

SHEET

VERTICAL

2'-6"

SHEET PILE

VERTICAL

2'-6"

60'-0"

60'-0"

MONOLITH L3

MONOLITH L3MONOLITH L4

MONOLITH L4

2'-0"

2'-3"

PIER

STANDARD

FACE OF

SLAB

STABILIZATION

15'-0"15'-0"15'-0"15'-0"

6" (TYP)

(T

Y P

(T

Y P

15'-8"

17'-8"

7'-10"

1'-0"

3'-1"

3"

2'-0"

S O

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IC

IT

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N N

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F

IL

E N

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Y

C K

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D E

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IG

N E

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Y

D E

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R

IP

T

IO

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D

2 3

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4 5

A

B

M A

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A P

P R

D A

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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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

/0

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

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T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

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E M

E N

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F M

M D

IS

S

B

X X

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F O

U N

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L A

N A

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A L L

D

IV

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T D

A M W

A L L

SB104

B

A

H-PILE

14X73

H-PILE

14X73

H-PILE

14X73

EL. 903.14

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

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N A

V D

.9

A

A N

S I

D

T S

U L L

Y

P R

F

C R

W

D A

P W

E

S -1

-R -0

R

LINE "O"

CONTROL

M O

N O

L

IT

H L

A

N D L

0 5' 10'

KEYNOTES:

SCALE:

MONOLITH L3 AND L4

DAM WALL FOUNDATION

1" = 5'

A

1 FOR LIGHT POLE

WALL EXTENSION

SCALE:

TYPICAL AT BRIDGE PIERS WITH LIGHT POLES

WALL EXTENSION FOR LIGHT POLE

N.T.S.

SCALE:

MONOLITH L3 AND L4

DAM WALL ELEVATION

1" = 5'

C

SCALE:

MONOLITH L3 AND L4

SECTION THROUGH DAM WALL

SCALE: 1" = 5'

1 LEFT DAM WALL

MONOLITH L3 AND L4

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

ADJUST SHEET PILE AT ALIGNMENT CHANGE.

CONTINUOUS SEEPAGE BARRIER. CONTRACTOR TO

SHEET PILE BETWEEN MONOLITHS SHALL FORM A

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

4 DIMENSION.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE

AND BEARINGS.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH

ROADWAY AT DECK CENTERLINE SHALL BE EL. = 931.00.

PILING FOR L3 AND L4 WILL HAVE TENSION CONNECTORS.

FOR TENSION CONNECTOR DETAILS SEE SHEET S-407. ALL

OF THE FOUNDATIONAND A 1'-0" EMBEDMENT.) SEE SPECIFICATION

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM

GENERAL NOTES:

SEE SHEET S-520.

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY.

GROUND SYSTEM CONDUITS.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

JOINT

CONTRACTION

JOINT

CONTRACTION

TYP.

H-PILE

14X73

17'-8"

15'-8"

8"

5'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-0"

6"

12'-0"

120'-0"

PILE

SHEET

VERTICAL

SHEET PILE

VERTICAL

2'-0"

2'-3"

PIER

STANDARD

FACE OF

SLAB

STABILIZATION

7'-10"

1'-0"

3"

3'-1"

2'-0"

11'-0"

JOINT

EXPANSION

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

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4 5

A

B

M A

R K

A P

P R

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

/0

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

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S

B

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F O

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A L L

D

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T D

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A L L

SB105

A

3 3

H-PILE

14X73

H-PILE

14X73

EL. 909.31

E L E

V A

T

IO

N D

A T

U M

V E

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IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

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O N

E -U .S S

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.9

A

A N

S I

D

T S

U L L

Y

P R

F

C R

W

D A

P

W E

S -1

-R -0

R

LINE "O"

CONTROL

M O

N O

L

IT

H L

L L A

N D L

SCALE: 1''= 5'-0"

0 5'5' 2.5'

KEYNOTES:

SCALE:

MONOLITH L5, L6, L7 AND L8

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

TYPICAL AT BRIDGE PIERS WITH LIGHT POLES

WALL EXTENSION FOR LIGHT POLE

N.T.S.

SCALE: 1"=5'

MONOLITH L5, L6 L7 AND L8

SB106

1 FOR LIGHT POLE

WALL EXTENSION

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

FOR L5, L6, L7, AND L8 WILL HAVE TENSION CONNECTORS.

FOR TENSION CONNECTOR DETAILS SEE SHEET S-407. ALL PILING

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

SEEPAGE BARRIER.

6. SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN A MINIMUM

14X73

17'-8"

15'-8"

30'-0"

8"

2'-0"

6"

5'-0"10'-0"10'-0"5'-0"

12'-0"

PILE

SHEET

VERTICAL

SHEET PILE

VERTICAL

30'-0"

15'-0"15'-0"

2'-0"

2'-3"

PIER

STANDARD

FACE OF

MONOLITH L9

SLAB

STABILIZATION

(T

Y P

(T

Y P

6" (TYP)

6" (TYP)

1'-0"

7'-10"

3"

3'-1"

2'-0"

11'-0"

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

T S

U L L

Y

/0

P R

F

C R

W

D

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

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F O

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L A

N A

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A L L

D

IV

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N I

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T D

A M W

A L L

SB107

B

A

SCALE: 1''= 5'-0"

0 5'5' 2.5'

H-PILE

14X73

H-PILE

14X73

EL. 915.47

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

W E

S -1

-R -0

LINE "O"

CONTROL

'-0

R

M O

N O

L

IT

H L

KEYNOTES:

SCALE:

MONOLITH L9

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

MONOLITH L9

SECTION THROUGH DAM WALL

1" = 5'

B

SCALE:

TYPICAL AT BRIDGE PIERS WITH LIGHT POLES

WALL EXTENSION FOR LIGHT POLE

N.T.S.

SCALE: 1'-5"

MONOLITH L9

1 FOR LIGHT POLE

WALL EXTENSION

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

FOR L9 WILL HAVE TENTION CONNECTORS.

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

SEEPAGE BARRIER.

6. SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

14X73

17'-8"

3"

3'-4"

15'-8"

12'-0"

32'-0"

2'-6"5'-0"5'-0"6'-6"5'-0"5'-0"3'-0"

32'-0"

2'-0"

SHEET PILE

VERTICAL

PILE

SHEET

VERTICAL

MONOLITH L10

SLAB

STABILIZATION

15'-0"14'-0"3'-0"

2'-0"

(T

Y P

(T

Y P

6" (TYP)

6" (TYP)

7'-10"

1'-0"

2'-0" 6"

8"

11'-0"

15'-0"

2'-0"

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

S

U L L

Y

/0

F

C R

W

D

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

X .d g n

F O

U N

D A

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N P

L A

N A

N D W

A L L

D

IV

E R

S

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N I

N L E

T D

A M W

A L L

B

A

H-PILE

14X73

EL. 915.47

H-PILE

14X73

SB108

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

W E

S -1

-R -0

R

LINE "O"

CONTROL

M O

N O

L

IT

H L

SCALE: 1''= 5'-0"

0 5'5' 2.5'

KEYNOTES:

SCALE:

MONOLITH L10

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

MONOLITH L10

SECTION THROUGH DAM WALL

1" = 5'

B

SCALE: 1"=5'

MONOLITH L10

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

FOR L10 WILL HAVE TENSION CONNECTORS.

FOR TENSION CONNECTOR DETAILS SEE SHEET S-407. ALL PILING

SECTION 03 31 41 16 FOR SHEET PILE SIZE REQUIREMENTS.

THE FOUNDATIONAND A 1'-0" EMBEDMENT.) SEE SPECIFICATION

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

CONTINUOUS SEEPAGE BARRIER.

6. SHEET PILE BETWEEN AND AT THE END OF MONOLITHS SHALL FORM A

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN A MINIMUM

1 EST. TIP EL. 836.00

TYP.

H-PILE

14X73

57'-0"

57'-0"

3"

8"

6"

JOINT

CONTRACTION

3'-9"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"3'-9"

2'-6"

SHEET PILE

VERTICAL

SHEET PILE

VERTICAL

57'-0"

2'-6"

2'-0"

57'-0"

MONOLITH R1

MONOLITH R1 MONOLITH R2

MONOLITH R2

SLAB

STABILIZATION

12'-0"16'-6"13'-6"15'-0"

2'-0"

(T

Y P

(T

Y P

6" (TYP)

6" (TYP)

1'-0" 15'-8"

7'-10"

2'-9"

18'-0"

11'-0"

3'-1"

17'-8"

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

S

U L L

Y

/0

F

C R

W

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/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

X .d g n

F O

U N

D A

T

IO

N P

L A

N A

N D W

A L L

D

IV

E R

S

IO

N I

N L E

T D

A M W

A L L

SB109

B

A

H-PILE

14X73

H-PILE

14X73

H-PILE

14X73

EL. 894.70

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

W E

S -1

-R -0

'-0

R

LINE "O"

CONTROL

M O

N O

L

IT

H R

A

N D R

SCALE: 1''= 5'-0"

0 5'5' 2.5'

KEYNOTES:

SCALE:

MONOLITH R1 AND R2

SECTION THROUGH DAM WALL

MONOLITH R1 AND R2

DAM WALL ELEVATION

1" = 5'

C

SCALE:

MONOLITH R1 AND R2

DAM WALL FOUNDATION

1" = 5'

A

SCALE: 1"=5'

1 RIGHT DAM WALL

MONOLITH R1 AND R2

SB102

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

ALIGNMENT CHANGE. SIMILAR AS SHOWN.

SEEPAGE BARRIER. CONTRACTOR TO ADJUST SHEET PILE AT

SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

R1 AND R2 WILL HAVE TENSION CONNECTORS.

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1EST. TIP EL. 836.00

3"

6"

15'-0"

JOINT

CONTRACTION

JOINT

CONTRACTION

8"

11'-0"

SHEET PILE

VERTICAL

2'-6"

60'-0"

3'-9"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"3'-9"

H-PILE TYP.

14X73

SHEET PILE

VERTICAL

2'-0"

2'-3"

PIER

STANDARD

FACE OF

60'-0"

60'-0"

60'-0"

2'-0"

2'-6"

MONOLITH R3

MONOLITH R3 MONOLITH R4

MONOLITH R4

SLAB

STABILIZATION

15'-0"15'-0"15'-0"15'-0"

2'-0"

(T

Y P

6" (TYP)

3'-1"

17'-8"

7'-10"

15'-8"

1'-0"

2'-0"

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

S

U L L

Y

/0

F

C R

W

D

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

X .d g n

F O

U N

D A

T

IO

N P

L A

N A

N D W

A L L

D

IV

E R

S

IO

N I

N L E

T D

A M W

A L L

SB110

B

A

H-PILE

14X73

H-PILE

14X73

H-PILE

14X73

EL. 894.70

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

SCALE:

MONOLITH R3 AND R4

SECTION THROUGH DAM WALL

1" = 5'

C

W E

S -1

-R -0

'-0

R

LINE "O"

CONTROL3

M O

N O

L

IT

H R

A

N D R

SCALE: 1''= 5'-0"

0 5'5' 2.5'

KEYNOTES:

SCALE:

MONOLITH R3 AND R4

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

MONOLITH R3 AND R4

SECTION THROUGH DAM WALL

TYPICAL AT BRIDGE PIERS WITH LIGHT POLES

WALL EXTENSION FOR LIGHT POLE

N.T.S.

SCALE: 1"=5'

MONOLITH R3 AND R4

POLE

FOR LIGHT

EXTENSION

WALL

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

ALIGNMENT CHANGE.

SEEPAGE BARRIER. CONTRACTOR TO ADJUST SHEET PILE AT

SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

R3 AND R4 WILL HAVE TENSION CONNECTORS.

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN A MINIMUM

EL. 836.00

EST. TIP

SHEET PILE

VERTICAL

TYP.

H-PILE

14X73

JOINT

CONTRACTION

6"

2'-0"

2'-3"

PIER

STANDARD

FACE OF

120'-0"

5'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-0"

12'-0"

PILE

SHEET

VERTICAL

11'-0"

8"

SLAB

STABILIZATION

17'-8"

7'-10"

15'-8"

1'-0"

3"

3'-1"

2'-0"

JOINT

EXPANSION

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

S

U L L

Y

/0

F

C R

W

D

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

X .d g n

F O

U N

D A

T

IO

N P

L A

N A

N D W

A L L

D

IV

E R

S

IO

N I

N L E

T D

A M W

A L L

SB111

A

H-PILE

14X73

H-PILE

14X73

EL. 909.31

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

5'0 10'

W E

S -1

-R -0

LINE "O"

CONTROL3

R

M O

N O

L

IT

H R

R

R A

N D R

KEYNOTES:

SCALE:

TYPICAL AT BRIDGE PIERS WITH LIGHT POLES

WALL EXTENSION FOR LIGHT POLE

N.T.S.

SCALE: 1"=5'

MONLITH R5, R6, R7 AND R8

MONOLITH R5, R6, R7 AND R8

DAM WALL FOUNDATION

1" = 5'

A

SB112

1FOR LIGHT POLE

WALL EXTENSION

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

FOR R5, R6, R7, AND R8 WILL HAVE TENSION CONNECTORS.

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

SEEPAGE BARRIER.

6. SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN A MINIMUM

SHEET PILE

VERTICAL

30'-0"

15'-0" 15'-0"

17'-8"

15'-8"

8"

TYP.

H-PILE

14X73

2'-0"

6"

2'-0"

2'-3"

PIER

STANDARD

FACE OF

30'-0"

5'-0"10'-0"10'-0"5'-0"

PILE

SHEET

VERTICAL

MONOLITH R9

SLAB

STABILIZATION

(T

Y P

6" (TYP)

3"

3'-1"

11'-0"

12'-0"

2'-0"

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

S

U L L

Y

/0

F

C R

W

D

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

X .d g n

F O

U N

D A

T

IO

N P

L A

N A

N D W

A L L

D

IV

E R

S

IO

N I

N L E

T D

A M W

A L L

SB113

B

A

H-PILE

14X73

H-PILE

14X73

EL. 915.47

5'0 10'

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

O

ID

W E

S -1

-R -0

R

LINE "O"

CONTROL3

M O

N O

L

IT

H R

KEYNOTES:

SCALE: 1" = 5'

MONOLITH R9

TYPICAL AT BRIDGE PIERS WITH LIGHT POLES

WALL EXTENSION FOR LIGHT POLE

N.T.S.

1FOR LIGHT POLE

WALL EXTENSION

SCALE:

MONOLITH R9

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

MONOLITH R9

SECTION THROUGH DAM WALL

1" = 5'

B

D W

G I S

S U

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00.

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

FOR R9 WILL HAVE TENSION CONNECTORS.

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF 1

GENERAL NOTES:

SEEPAGE BARRIER.

6. SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED FROM THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED USING THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

14X73

17'-8"

15'-8"

32'-0"

3'-0"5'-0"5'-0"6'-6"5'-0"5'-0"2'-6"

32'-0"

2'-0"

PILE

SHEET

VERTICAL

SHEET PILE

VERTICAL

3'-0"14'-0"15'-0"

MONOLITH R10

SLAB

STABILIZATION

1'-0"

7'-10"

3"

3'-1"

6"

8"

11'-0"

2'-0"

12'-0"

15'-0"

2'-0"

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

S

S

U L L

Y

/0

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

F M

M D

IS

S

B

X X

X .d g n

F O

U N

D A

T

IO

N P

L A

N A

N D W

A L L

D

IV

E R

S

IO

N I

N L E

T D

A M W

A L L

B

A

H-PILE

14X73

EL. 915.47

H-PILE

14X73

SB114

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

D

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

5'0 10'

C R

W

P R

F W

E

S -1

-R -0

'-0

R

LINE "O"

CONTROL3

M O

N O

L

IT

H R

KEYNOTES:

SCALE:

MONOLITH R10

DAM WALL FOUNDATION

1" = 5'

A

SCALE:

MONOLITH R10

SECTION THROUGH DAM WALL

1" = 5'

B

SCALE: 1" = 5'

MONOLITH R10

D W

G I S

S U

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IT

H A

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STABILIZATION SLAB, SEE SPECIFICATION 03 30 00.00

HEIGHT OF STEM SHALL BE 2" LESS THAN KEYNOTE 4 DIMENSION.

DIMENSION VARIES BASED ON PRECAST PLANK DEPTH AND BEARINGS.

ROADWAY AT DECK CENTERLINE SHALL BE ELEVATION = 931.00.

FOR R10 WILL HAVE TENSION CONNECTORS.

THE SHEET PILE SHALL BE 16'-0" LONG (15'-0" BELOW THE BOTTOM OF

GENERAL NOTES:

SEEPAGE BARRIER.

6. SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS

5. AESTHETIC PATTERNING NOT SHOWN FOR CLARITY. SEE SHEET S-520.

4. SEE ELECTRICAL PLANS FOR INSTALLATION OF GROUND SYSTEM CONDUITS.

3. FOR BARRIER DETAILS SEE SHEET SB129.

TEST AND EVALUATION.

PENETRATION CRITERIA DEVELOPED USING THE PILE LOAD

2. FINAL TIP ELEVATIONS SHALL BE DETERMINED BY THE PILE

MINIMUM TENSION CAPACITY 276 KIPS.

ULTIMATE COMPRESSION CAPACITY OF 490 KIPS AND TO OBTAIN A

1. ALL PILES SHOWN ON THIS SHEET SHALL BE DRIVEN TO OBTAIN A MINIMUM

MIN. CLR TYP.

"2

CONCRETE GIRDER

(3) MIN. PVC CENTRALIZERS

TYP.

CABLE TIE

TYP. SEE NOTES

NUT & HARDENED WASHER

ANCHOR W/ HEAVY DUTY HEX

BASE PL

GIRDER

TRUNNION

TUBING TYP.

PLASTIC GROUT

AIR RELEASE

EQUAL

DUCT OR APPROVED

4" HDPE CORRUGATED

PRESTRESS BAR

" Ø EPOXY COATED4

5.5" PVC

3.5" HDPE

CEMENT GROUT

NON-METALLIC

NON-SHRINK

CEMENT GROUT

NON-SHRINK NON-METALLIC

E L E

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

0 3" 6" 9" 12"

SCALE: 3"=1'

SCALE: 3" = 1'-0"

SG201

TRUNNION GIRDER ANCHORAGE

SCALE: 3" = 1'-0"SG201

2 PIER ANCHORAGE

GENERAL NOTES:

ACCORDING TO SPECIFICATION.

18. CONTRACTOR SHALL PROVIDE ANCHOR HEAD PROTECTION PACKED WITH GREASE/GEL

EPOXY PATCHING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM 934 OR APPROVED EQUAL.

17. PRESTRESS EPOXY BARS SHALL BE COATED AND REPAIRED IN ACCORDANCE WITH ASTM 934.

TO CONTRACTING OFFICER (CO) FOR GOVERNMENT APPROVAL.

16. CENTRALIZER SPACING CALCULATIONS SHALL BE PROVIDED BY CONTRACTOR AND SUBMITTED

OR APPROVED EQUAL.

15. LONGITUDINAL ANCHOR BARS SHALL BE EPOXY COATED 150 KSI TYPE 2 ASTM 722

14. TRUNNION GIRDER ANCHOR BARS SHALL BE 150 KSI TYPE 2 ASTM 722.

BY MANUFACTURER.

13. GROUT TUBING, CORROSION INHIBITING COMPOUND, CENTRALIZERS, SHALL BE PROVIDED

12. ALL MATERIALS FOR POST TENSION ANCHORS SHALL CONFORM TO PTI DC35.1-14

REQUIREMENTS ESPECIALLY CHAPTER SA8.

11. TENSIONING OF ANCHORS SHALL STRICTLY ADHERE TO PTI DC35.1-14 SPECIFICATIONS AND

REQUIREMENTS AND SHALL HAVE A MINIMUM CLASS II CORROSION PROTECTION SYSTEM.

10. GROUTED ANCHOR SHALL STRICTLY ADHERE TO PTI DC35.1-14 SPECIFICATIONS AND

9. ALL ANCHORS SHALL BE ASTM A449 HOT DIPPED GALVANIZED.

M55 1-12 SPECIFICATIONS FOR GROUTING OF POST TENSIONED STRUCTURES.

TO THE MOST RECENT VERSION OF POST TENSIONING INSTITUTE (PTI)

8. GROUT FOR THE ANCHORS SHALL BE NON-SHRINK, NON-METALLIC, AND STRICTLY ADHERE

7. ALL PVC CENTRALIZERS SHALL BE SCHEDULE 40 PIPE ASTM D-1785 CLASS 200 PIPE - ASTM D-2241.

6. ALL CABLE TIES SHALL BE ELECTRICAL NYLON.

5. PLASTIC GROUT TUBING SHALL BE HIGH DENSITY POLYETHYLENE 0.06 WALL.

SPECIFICATION.

OF THE ANCHORS SHALL BE REPAIRED PER AN APPROVED PAINT REPAIR METHOD, SEE PAINT

SPECIFICATIONS. ANY DAMAGE TO THE COATING FOLLOWING INSTALLATION AND TENSIONING

4. KEY HOLE PL SHALL BE ASTM A588 GR. 50 AND SHALL BE PAINTED ACCORDING TO THE

3. HARDENED WASHER SHALL BE ASTM F-436 TYPE 1, AND BE HOT DIPPED GALVANIZED.

2. HEAVY DUTY HEX NUT SHALL BE ASTM A29 GRADE C-1045 AND BE HOT DIPPED GALVANIZED.

REVIEW AND APPROVAL WITH THE GROUTING PROCEDURE.

1. CONTRACTOR TO PROVIDE GROUTING ANCHORAGE DETAIL AND SUBMIT FOR GOVERNMENT

/0

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U R

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T

FIBER OPTICFXX

CAMERACATXX

CONTROLCXX

LIGHTINGLXX

POWERSPXX

1. CIRCUIT TYPES:

W E

S -1

-R -0

D W

G R

E V

IS

E D W

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H A

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N T N

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A P

P R

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®of Engineers

US Army Corps of Engineers

US Army Corps

JB6

JB6

JB6

JB7

JB7

JB5

CONTROL PANEL

JB4/ GATE 3

JB4

JB4

JB5

CONTROL PANEL

JB4/ GATE 3

JB7

LIGHT POLE P3

LIGHT POLE P2

LIGHT POLE P4

JB1

JB1

LIGHT POLE P1

UTILITY TRANSFORMER

UTILITY TRANSFORMER

HAND HOLE H.H. 1

JB1

JB1

JB2

JB2

JB2

JB1

JB1

JB1

JB1

JB1

JB2

JB3

JB3

JB3

CONTROL PANEL

JB4/ GATE 3

JB3

JB3

JB2

JB2

JB2

JB3

JB3

JB1

CONTROL PANEL

JB7/ GATE 2

JB6

JB7

CONTROL PANEL

JB8/ GATE 1

JB7

CONTROL PANEL

JB6/ GATE 2

JB5

JB4

JB5

CONTROL PANEL

JB6/ GATE 2

JB6

CONTROL PANEL

JB8/ GATE 1

P3

P2

P2

CONTROL PANEL

JB8/ GATE 1

JB9

JB9

JB2

JB2

JB2

JB2

JB2

JB2

JB1

JB1

JB1

JB1

JB1

JB2

CONTROL PANEL

JB4/ GATE 3

JB3

CONTROL PANEL

JB4/ GATE 3

JB4

CONTROL PANEL

JB4/ GATE 3

JB3

JB3

JB3

JB3

JB3

JB3

2 1/2" GRS

3/4" PGRS

R16

R6

R5

R7

R9

R8

2" GRS

2" GRS

2" GRS

2" GRS

R55

R54

R56

R58

R57

R53

R49

R48

R50

R52

R51

R59

R1

R2

R4

R3

R65

R61

R60

R62

R64

R63

2" GRS

CECC UTILITY POLE

CECC UTILITY POLE

UTILITY TRANSFORMER

GENERATOR RECEPTACLE

HADE HOLE H.H. 1

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

2" GRS

LTG POLE/FIXTURE LF5

LTG POLE/FIXTURE LF6

.LTG POLE FIXTURE LF7

FIBER OPTIC

CONDUIT RACK,

FIBER OPTIC

CONDUIT RACK,

RESOLVER/ENCODER

LTG POLE/FIXTURE LF6

LTG POLE/FIXTURE LF7

.POLE P11, LT AND RECPT

GATE 3 CONTROL PANEL LIGHTING CONDUIT.

GATE HTR LEFT SIDE

TBD CABLE

4-#12, 2-#12 GND

8-#12, 3-#12 GND

HOIST MOTOR

HOIST MOTOR/BRAKE

GAP IN SEQUENCE

GAP IN SEQUENCE

GAP IN SEQUENCE

GAP IN SEQUENCE

GAP IN SEQUENCE

GAP IN SEQUENCE

CONDUIT RACK SPARE

CONDUIT RACK SPARE

CONDUIT RACK SPARE

GAP IN SEQUENCE

QTY 2 CAT 6 OUTDR CBL

LIGHT POLE P5

LIGHTING CONDUIT

LIGHTING CONDUIT SPARE

POLE P6

POLE P7

4-#12, 2-#12 GND

JB10 JUNCTION BOX

JB10 JUNCTION BOX SPARE

P17, LF16

GATE PROX. LIMIT SW'S

CONDUIT RACK

TBD CABLE

TBD CABLE

HOIST MOTOR/BRAKE

POLE P16, LF15

HOIST MOTOR FEED

GATE PROX. LIMIT SW'S

2-#12, #12 GND

FIBER OPTIC

CONDUIT RACK,

2-#12, #12 GND

POLE P14, LF12, LF13

POLE P13, LF10, LF11

. 8-#12, 3-#12 GND

2-#12, #12 GNDPOLES P12/LF9

4-#12, 2-#12 GND.

POLE P17, LF16

GATE 1 CONTROL PANEL

GATE 1 CONTROL PANEL JB10 JUNCTION BOX

GATE HTR LEFT SIDE

POLE P18, LF17

POLE P18, LF17 POLE P19, LF18

HOIST MOTOR FEED

HOIST MOTOR/BRAKE HTR

CONDUIT RACK SPARE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

2-#12, #12 GND

2-#12, #12 GND

2-#12, #12 GND

2-#12, #12 GND

15kV CABLE

P12

4-4/0 THHN

4-3/0 THHN

4-4/0 THHN

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

P11

P12

P11

P13

LP4-L33

LP4-L31

LP4-L32

LP4-L30

P12

P11

P13

P12

P11

P13

P12

P11

P13

P12

P11

P13

3-4/0, #6 GND

CONDUIT RACK SPARE

CONDUIT RACK SPARE

CONDUIT RACK SPARE

CONDUIT RACK FEEDER 2

CONDUIT RACK FEEDER 1

CONDUIT RACK FEEDER 3

CONDUIT RACK SPARE

CONDUIT RACK FEEDER 3

CONDUIT RACK SPARE

CONDUIT RACK FEEDER 2

CONDUIT RACK FEEDER 1

CONDUIT RACK FEEDER 3

CONDUIT RACK FEEDER 1

CONDUIT RACK FEEDER 3

CONDUIT RACK FEEDER 2

CONDUIT RACK SPARE

CONDUIT RACK SPARE

CONDUIT RACK FEEDER 2

CONDUIT RACK SPARE

CONDUIT RACK SPARE

CONDUIT RACK FEEDER 1

CONDUIT RACK SPARE

LIGHT FIXTURE LF2

LIGHT FIXTURE LF1

LIGHT FIXTURE LF3

CAMERA CC2

LIGHT FIXTURE LF4

3-4/0, #6 GND

3-4/0, #6 GND

3-4/0, #6 GND

SPARE

3-4/0, #6 GND

CAMERA CC3

DUCTBANK SPARE

DUCTBANK SPARE

DUCTBANK SPARE

CONDUIT RACK FEEDER 2

CONDUIT RACK FEEDER 1

FIBER OPTIC CABLE

DUCTBANK FEEDER 1

CAMERA CC4

DUCTBANK FEEDER 2

DUCTBANK SPARE

DUCTBANK FEEDER 3

R47

GATE 2 CONTROL PANEL

R126

R127

R128

GATE 2 CONTROL PANEL

GATE 3 CONTROL PANEL

GATE 3 CONTROL PANEL

R123

R124

R125

GATE 3 CONTROL PANEL

GATE 2 CONTROL PANEL

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

GATE 1 CONTROL PANEL

GATE 2 CONTROL PANEL

R129

GATE 1 CONTROL PANEL

GATE 1 CONTROL PANEL

GATE 1 CONTROL PANEL

GATE 1 CONTROL PANEL

GATE 1 CONTROL PANEL

R112

R113

GATE 1 CONTROL PANEL

R110

3/4" PVC

GATE 1 CONTROL PANEL

R109 3/4" PVC

GATE 1 CONTROL PANEL

GATE 1 CONTROL PANEL

R120

R119

R121

GATE 3 CONTROL PANEL

R122

R118

R114

R115

GATE 1 CONTROL PANEL

R117

R116

1" PVC

2-#12, #12 GND

POLE P15, LF14, RCPT

2-#12, #12 GND

2-#12, #12 GND

2-#12, #12 GND

CAM LIMIT SWITCH BOX C6

GATE HTR, LEFT SIDE

3-#10, #12 GND

LIGHTING CONDUIT

C9CAM LIMIT SWITCH BOX

3-#10, #12 GND

CAT 6 OUTDOOR CABLE

RESOLVER/ENCODER

C8

GATE HTR RIGHT SIDE

4-#14, #14 GND

LIGHTING CONDUIT

CAM LIMIT SWITCH BOX

C7

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

1" PVC

4-#14, #14 GND

GATE HTR. RIGHT SIDE

LIGHTING CONDUIT

C4

RESOLVER/ENCODR

1" PVC

1" PVC

CAM LIMIT SWITCH BOX

3-#10, #12 GND

C3

R108

2-#12, #12 GND LIGHTING CONDUIT

GATE 3 CONTROL PANEL1" PVC

LIGHTING CONDUIT

2-#12, #12 GNDJB3 LIGHTING CONDUIT

2-#12, #12 GND

GATE HTR RIGHT SIDE

1" PVC

4-#14, #14 GND

R75

R78

R77

C1R73

2-#8, #8 GND

GATE 3 CONTROL PANEL GATE PROX. LIMIT SW'S3/4" PVC

CONDUIT AND CIRCUIT SCHEDULE (CONT'D)

NOTES

R66

R68

R67

TYPE

SIZE/ FROM

NO.

CONDUIT TO

NUMBER

CIRCUIT CONDUCTORS

JB5 LIGHTING CONDUIT

P14

R69

JB3

R70

R72

R71

3/4" PVC

R98

GATE 2 CONTROL PANEL

R99

R100

R97

3/4" PVC

GATE 2 CONTROL PANEL

R93

GATE 2 CONTROL PANEL

GATE 2 CONTROL PANEL

3/4" PVC

R105

R104

3/4" PVC

R107

R106

3/4" PVC

3/4" PVCR101

R102

R103

3/4" PVC

GATE 3 CONTROL PANEL

R81

R83

R84

GATE 3 CONTROL PANEL

GATE 3 CONTROL PANEL

GATE 3 CONTROL PANEL

R79

R82

R80

R85

R90

GATE 2 CONTROL PANEL

GATE 2 CONTROL PANEL

R92

GATE 2 CONTROL PANEL

3/4" PVC

R86

3/4" PVC

R88

R87

2-#12, #12 GNDGATE 2 CONTROL PANEL

HEATER

LEFT HOIST GEARBOX

LIGHT

PIER 2 PASSAGEWAY

TO HEATER

FLEX CONDUIT UP

TO HEATER

FLEX CONDUIT UP

GATE 2 CONTROL PANEL

GATE 2 CONTROL PANEL 2-#12, #12 GND

HEATER

RIGHT HOIST GEARBOX

2-#12, #12 GND

NO.

CONDUIT

TWO WAY LIGHT SWITCH

CONDUCTORS

TWO WAY LIGHT SWITCH

R95

R94

R96

HEATER

LEFT HOIST GEARBOX

2-#12, #12 GND

TO HEATER

FLEX CONDUIT UP

GATE 3 CONTROL PANEL

LIGHT

PIER 1 PASSAGEWAY

GATE 1 CONTROL PANEL

2-#12, #12 GND

2-#12, #12 GND

HEATER

RIGHT HOIST GEARBOX

R111

TO HEATER

FLEX CONDUIT UP

2-#12, #12 GND

GEARBOX HEATER

LEFT HOIST

TO HEATER

FLEX CONDUIT UP

UP TO HEATER

FLEX CONDUIT

2-#12, #12 GNDGATE 3 CONTROL PANEL

GEARBOX HEATER

RIGHT HOIST

NUMBER

CIRCUIT

R31

R30

R32

R34

R33

R29

R25

R24

R26

R28

R27

R35

R43

R42

R44

R46

R45

R41

R37

R36

R38

R40

R39

1" PGRS

3" PGRS

R10

3" PGRS

NOTES

TYPE

SIZE/

CONDUIT AND CIRCUIT SCHEDULE

4" PGRS

4" PGRS

R11

R20

R19

R21

R23

R22

R18

R13

R12

R14

R17

R15

GATE 1 CONTROL PANEL

P16

P18

P17

LIGHTING CONDUIT

LIGHTING CONDUIT

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

CAT 6 OUTDOOR CABLE

P19

CAM LIMIT SWITCH BOX1" PVC C5

AND HEATER

LIMIT SWITCHES

14-#14 (4 SP)

2-#12, #12 GND,

GATE 2 CONTROL PANEL

4-#12, #12 GNDGATE 3 CONTROL PANEL P15

R89

R91

14-#14 4 SP)

2-#12, #12 GND,

JB10

GATE 1 CONTROL PANEL,

AND HEATER

LIMIT SWITCHES

GATE 1 CONTROL PANEL

JB10

GATE 1 CONTROL PANEL,

GATE 2 CONTROL PANEL3/4" PVC 4-#12, #12 GNDP18

2-#8, #8 GND

2-#8, #8 GND

2-#8, #8 GND

MOTOR FEED

2-#8, #8 GND

2-#8, #8 GND

P21

P20

P22

P24

P23

MOTOR FEED

14-#14 (4 SP)

2-#12, #12 GND,

CAM LIMIT SWITCH BOX

AND HEATER

LIMIT SWITCH

3/4" PVCR76

1" PVC

MOTOR FEED

R74 GATE 3 CONTROL PANEL C2

CAT 437

CAT 441 & 4

CAT 444

FO94, FO95

FO94, FO95

FO94, FO95

GATE 3 PROX LIMIT SW

PIER 2 PASSAGE WAY LIGHT

GATE 3 PROX LIMIT SW

PIER 2 PASSAGEWAY SW 3-#12, #12 GND

2-#12, #12 GND BETWEEN LIMIT SWS'

GATE 2 PROX LIMIT SW

PIER 2 PASSAGE LIGHT

GATE 2 PROX LIMIT SW

PIER 2 PASSAGE SW 3-#12, #12 GND

2-#12, #12 GND

PASSAGE LIGHT

BETWEEN LIMIT SWS'

GATE 1 PROX LIMIT SW

PIER 1 PASSAGE LIGHT

GATE 1 PROX LIMIT SW

PIER 1 PASSAGE SW 3-#12, #12 GND

2-#12, #12 GND BETWEEN LIMIT SWS'

PASSAGE LIGHT

PIER 1 PASSAGE WAY LIGHT PIER 1 PASSAGE WAY SW 3-#12, #12 GND

CAT 334

CAT 337

CAT 341

CAT 344

CAT 234

CAT 237

CAT 241

CAT 244

CAT 134

CAT 137

CAT 141

CAT 144

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

POLE P6

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

MAIN CONTROL PANEL

FROM TO

2" GRS

3/4" PVC

JB5

UP OT LS JB

JB7

DOWN OT LS JB 2-#14, #14 GND

CONDUIT RACK SPARE

GATE 3

FO96, FO97

FO94, FO97

FO95, FO96

(UTILITY PROVIDED)

BRAKE HEATERS

BRAKE AND MOTOR AND

BRAKE HEATERS

BRAKE AND MOTOR AND

BRAKE HEATERS

BRAKE AND MOTOR AND

GATE 3

CONTROL PANEL

JB9/ GATE 1

CAMERA CC12

CAMERA CC11

CAMERA CC13

CAMERA CC15

CAMERA CC14

CAMERA CC10

CAMERA CC6

CAMERA CC5

CAMERA CC7

CAMERA CC9

CAMERA CC8

CAMERA CC16

PASSAGE LIGHT

1" PVC

1" PVC

1" PVC

STROBE AND HORN

LIGHTING CONDUIT,RECEPTACLE

10-#12, 3-#12 GND

STROBE AND HORN

LIGHTING CONDUIT, RECEPTACLE

STROBE AND HORN

LIGHTING CONDUIT, RECEPTACLE

FIBER OPTIC

CONDUIT RACK,

FIBER OPTIC

CONDUIT RACK,

.MAIN CONTROL PANEL BUILDING OUTSIDE FUTURE SCADA1-#14 PULL WIRE1" PGRS

3/4" PVC MAIN CONTROL PANEL HOLDING TANK FLOAT 3-#14 HOLDING TANK FLOAT

3/4" PGRS

3/4" PGRS

3/4" PGRS

1" PGRS

1" PGRS

2" PGRS

2" PGRS

2" PGRS

2" PGRS

2" PGRS

2" PGRS

2" PGRS

2" PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PGRS

3/4" PGRS

3/4" PGRS

3/4" PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

3/4" PVC/PGRS

5' PERSONNEL GATE

BUILDING

CONTROL

FENCE

LINE

SEWER

PAVEMENT

SIDEWALK

WATER LINE

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N K

D B

S

N .T .S

A N

S I

D

/0

/1

ES110

F M

M D

IS

E

S

X X

X .D

G

S

IT

E E

L E

C T

R

IC

A L U

T

IL

IT

IE

S

SHEET KEYNOTES

GENERAL NOTES

1 2

PRI

U.G.

S W

B

R1, R2

R3

R4

N. T. S.

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

S

U L L

Y

N A

D

N A

V D

.9

A

D H

K

C O

N T

R O

L B

U

IL

D

IN

G

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

TANK

U.G. HOLDING

W E

S -1

-R -0

N

SITE ELECTRICAL UTILITIES

2. COORDINATE FINAL UTILITIES LAYOUT WITH CCEC AND OTHER SITE WORK.

888-277-4424

PHONE: 701-356-4400

FARGO, ND 58104

4100 32ND AVE. S.

CASS COUNTY ELECTRIC COOP

1. ELECTRICAL SERVICE PROVIDED BY CCEC (CASS COUNTY ELECTRIC COOP).

9. SEE SHEET E-010 FOR CONTROL BUILDING POWER AND LIGHTING PLANS.

COORDINATED WITH OTHER BURIED ELECTRICAL CONDUITS.

8. HAND HOLE SHALL BE LOCATED TO EASE PULLING CONDUCTORS AND

7. SEE SHEET ES113 FOR CONTROL BUILDING DUCTS AND CONDUIT ENTRANCES.

6. SEE SHEET EP601 FOR CONDUIT RACEWAY SCHEDULE.

BUILDING, SEE SHEET ES113.

5. PROVIDE AND INSTALL GENERATOR RECEPTACLE MOUNTED ON OUTSIDE OF

SWEEP ELBOWS.

4. SECONDARY FEEDER CONDUIT TO BUILDING SHALL BE 3 INCH PGRS, WITH

AND ONE SPARE FROM UTILITY POLE TO TRANSFORMER.

3. CONTRACTOR SHALL PROVIDE AND INSTALL PRIMARY UNDERGROUND CONDUIT

2. CONTRACTOR SHALL PROVIDE AND INSTALL THE METERING ENCLOSURE.

METERING ENCLOSURE NEXT TO THE TRANSFORMER. TRANSFORMER BY CCEC.

1. TRANSFORMER PAD TO ACCOMMODATE BOTH THE UTILITY TRANSFORMER AND

D W

G R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

H

H

SHEET ES111

CONTINUE ON

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

HOLDING TANK

WASTE WATER

SEWER LATERAL

4" DIA. PVC

BUILDING

CONTROL

T-WALL

(4 PLACES)

AND POLE

AREA LIGHT

(3 PLACES)

AND POLE

AREA CAMERA

SEE SHEET ES115

FOR CONTINUATION

GROUND SYSTEM

TO STRUCTURE

PAVEMENT

CONC.

CONDUCTOR

MAIN GROUND

GROUND RING

WATER LINE

OPENING GATE

GATE G-3 DOUBLE

OPENING GATE

GATE G-1 DOUBLE

SIDEWALK

CONC.

GATE

PERSONNEL

OPENING GATE

GATE G-2 DOUBLE

O. H. LINE

BY CCEC

FINAL POLE

SHEET ES110

CONTINUE FROM

/2

F A

R G

O

N D

F M

M D

IV

E R

S

IO

N I

N L E

T S

T R

U C

T U

R E

R E

D R

IV

E R O

F T

H E N

O R

T H R

IV

E R B

A S

IN

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

IS

K M

A N

A G

E M

E N

T

N .T .S

A N

S I

D

/0

/1

N K

D B

S

ES111

F M

M D

IS

E

S

X X

X .D

G N

SHEET KEYNOTES

3 4

P1

P4

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

N. T. S.

S

U L L

Y

N A

D

N A

V D

.9

A

D H

K

N T

R O

L B

U

IL

D

IN

G A

N D V

IC

IN

IT

Y

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

G R

O U

N D

IN

G

3 4

P2

3 4

3 4

P3

P5

P6

P7

GENERAL NOTES

W E

S -1

-R -0

CONTROL BUILDING AND VICINITY GROUND SYSTEM

N

THIS APPLIES TO THE ENTIRE PROJECT.

CONDUITS. SEE SPECIFICATION SECTION 26 05 00.00 40 PARAGRAPH 2.1.1.1.

CONTRACTOR TO PROVIDE SUBMITTALS ON DETAILED DESIGN OF U.G. 7.

MILLIOHM ACCURACY.

6. GROUNDING SYSTEM CONTINUITY SHALL BE TESTED TO LESS THAN 0.5

FUSION WELDED TO MAIN GROUND RING CONDUCTORS.

WITH #2 AWG PIGTAIL CONDUCTORS. ALL BONDING CONDUCTORS SHALL BE

5. FENCE AND GATE BONDING JUMPERS MAY USE UL LISTED BONDING CLAMPS

4. FENCE SHALL BE BONDED TO GROUND SYSTEM, WITH #2 COPPER.

3. WARNING TAPE SHALL BE BURIED ONE FOOT ABOVE GROUND CONDUCTOR.

2. CONDUCTORS SHALL BE DIRECT BURIED 36 INCHES BELOW FINISHED GRADE.

1. GROUND RING CONDUCTOR SHALL BE BARE COPPER 4/0 SIZE.

D W

G R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

A U

G

O. H.

GUY WIRE

PRI

U.G.

8 1

POLE SHALL BE AT LEAST 30 FT. FROM FENCE.

8. COORDINATE ELECTRIC SERVICE WITH CCEC AND SITE CONSIDERATIONS.

LIGHTNING PROTECTION LOOP CONDUCTOR. SEE SHEET ES112.

7. THE GROUND RING CONDUCTOR SHALL BE CONNECTED TO THE

CLAMPS MAY BE USED.

6. BOND MOVABLE GATE TO FIXED GATE POSTS. UL LISTED BONDING

AND PARKING SURFACE

5. GROUND RING CONDUCTOR SHALL GENERALLY BE BETWEEN FENCE

4. SEE SHEET E-011 FOR PARKING AREA LIGHTING DETAILS.

3. LIGHT AND CAMERA POLES ARE ALUMINUM AND SHALL BE BONDED.

2. BOND OF PARKING AREA TO STRUCTURE GROUND SYSTEMS.

1. BOND OF LIGHTNING SYSTEM GROUND TO AREA GROUND.

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

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

W