Amendment_0003_Plans.pdf

EXISTING GRADE

18" IMPORT RIPRAP TYPE 1

A

C-04 N.T.S.

6" BEDDING STONE

GEOTEXTILE GEOTEXTILE

6" BEDDING STONE

LAKESIDE EARTHEN PLUG CROSS SECTION

EARTHEN PLUG

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

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M .J .B

M .J .B

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LANDSIDE

S E

P T

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B E

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ACCESS ROAD

RIGHT OF WAY

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GRAPHIC SCALE

60'30'030'

STEEL SHEET PILE COFFERDAM

EL 23.0' EARTHEN PLUG

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C-04

LEGEND

IMPORT RIPRAP

NOTES:

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

6" BEDDING STONE OVER GEOTEXTILE

6" LIME ROCK

TOE EARTHEN PLUG

TOP EARTHEN PLUG

E

12"

TYP.

T Y

P

TYP.

5'

LAKESIDE

SECTION

N.T.S.

A

C-08

DETAIL

N.T.S.

C-08

SCALE: A

10'

SPECIFICATIONS.

1. WHEN INSTALLING GEOTEXTILE, OVERLAP PER MANUFACTURE'S

INTO SOIL 12" (TYP)

GEOTEXTILE KEYED

GEOTEXTILE

GRADE

DESIGN

C-08

EL. 5.0STONE

6" BEDDING

EL. 2.7

2'

GEOTEXTILE

6" BEDDING STONE

2'

60'30'030'

L

STEEL SHEET PILE COFFERDAM

C LINE STEEL SHEET PILE COFFERDAM

COFFERDAM

STEEL SHEET PILE

EMBANKMENT FILL

24" TYPE 1 RIPRAP

LEGEND:

6" BEDDING STONE (PLAN VIEW)

IMPORT RIPRAP

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

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IP

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A S S

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M a y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

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C-08

M .J .B

M .J .B

J .R .W

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IL

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N S

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GRAPHIC SCALE

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C-08

RIPRAP TO ELEVATION 15.0

PLAN

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N

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H D

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IP

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G N

M .J .B

M .J .B

E .G .M

C-25

100’50’050’

N

F E

B R

U A

R Y

GRAPHIC SCALE

NOTES:

EXIST. OVERHEAD ELECTRIC

G-208 PUMP STATIONS-72

EXISTING CONNECTION

TIE POWER SERVICE INTO

SEE NOTE 4

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T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

A

OF THE DIKE WITH A 25 FOOT CLEARANCE.

4. PERMEATE POLE SHALL BE HIGH ENOUGH TO CROSS THE CREST

POWER AT ALL TIMES.

3. PUMP STATION G-208 AND SPILLWAY S-72 SHALL HAVE

IS MR. MARK GOODWIN AT 863-946-6216.

TEMPORARY ELECTRICAL SERVICE. POINTS OF CONTACT

COUNTY ELECTRIC FOR THE INSTALLATION OF NEW AND

2. THE CONTRACTOR SHALL COORDINATE WITH GLADES

1. SEE ELECTRICAL DRAWINGS FOR METER LOCATION.

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O fi of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

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O N

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A S S

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M a y c d o c u m e n ts a n d s e tt in g s \k e n d e g m \m y d o c u m e n ts \p w fi le s \d

\1

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RELOCATION

TEMPORARY OVERHEAD ELECTRIC

PHASE IV

BURIED ELECTRIC

RELOCATION. PHASE I

TEMPORARY OVERHEAD ELECTRIC

"4 114'-6

"2

"4 114'-6

"2

1'-6"1'-6"

3'-11"7'-10"

4'-3""4 17'-9

7'-10" 3'-11"

CAMERA POLE

PLATFORM

SERVICE

PLATFORM

SERVICE

MK-S-37-3

MK-S-37-3

SEE ELECTRICAL DWG'S

LOCAL CONTROL PANEL

ELECTRICAL DWG'S

DISCONNECTS SEE

ELECTRICAL DWG'S

DISCONNECTS SEE

SEE ELECTRICAL DWG'S

LIGHT FIXTURE

"A" 24"12" 0 2' 4' 6' 8' 10'

J .S .F

W .E .S

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S-39

KEYNOTES:

SCALE: A

PLAN - EL 30.5

CLSTRUCTURE

CL

C .B .G

OF ENGINEERS, SOUTH FLORIDA OPERATIONS OFFICE, CLEWISTON FLORIDA.

SHALL DELIVER THE 2 HORIZONTAL SAFETY LINES TO THE U.S. ARMY CORPS

LINES IN ACCORDANCE WITH DETAIL 4 OF DWG NO. S-57. CONTRACTOR

1 CONTRACTOR SHALL PROVIDE, BUT NOT INSTALL, 2 HORIZONTAL SAFETY

M A

R C

H

S-58

CL

S-59

S-57

S-57

C

SUMP

SUMPSUMP

SUMP

S-58

GAGE

STAFF

GRAPHIC SCALE

SCALE: A

PLAN - EL 22.75

C

GAGE

STAFF

S-57

S-36

S-36

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

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J A

C K

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A S S

H O

W N

M a y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

S tr u c tu re s \S -3

S T

R U

C T

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M E

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IP

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P -1

-R -0

90°90

P Z

C -2

U

N

IT

S x

"2

'-3

P Z

C -2

U

N

IT

S x (2

37 UNITS

x (2) P

ZC-26

= 173 '-0"

"4

25 UNITS x (2) PZC-26 = 116'-1

"2

18 UNITS x (2) PZC-26 = 83'-7

83 UNITS x (2) PZC-26

"4

3 UNITS x (2) PZC-26 = 13'-11

159.218°

6" 6"

173.261°

6" 6"

PZC-26

PZC-26

PZC-26

PZC-26

PZC-26

PZC-26

PZC-26 PZC-26 PZC-26

PARTIAL PZC-26

PARTIAL PZC-26

PARTIAL PZC-26

" P2

PARTIAL PZC-26

PARTIAL PZC-26

" P2

PARTIAL PZC-26

PARTIAL PZC-26

" P2

(TYP)

AND HEX NUTS @ 6" O.C.

1"Ø BOLTS WITH WASHER

(TYP)

AND HEX NUTS @ 6" O.C.

1"Ø BOLTS WITH WASHER

(TYP)

AND HEX NUTS @ 6" O.C.

1"Ø BOLTS WITH WASHER

GENERAL NOTES:

M A

R C

H

-H

H D

R C

R

IP

-S

C .D

G N

W .E .S

C .B .G

J .S .F

S T

R U

C T

U R

A L

S-61

S-61

S-61

S-61

SCALE: N.T.S.

PLAN LAKESIDE

S-61

DETAIL

SCALE: N.T.S.

S-61

DETAIL

SCALE: N.T.S.

S-61

DETAIL

SCALE: N.T.S.

S-61

DETAIL

SCALE: N.T.S.

S-61

ELEVATION LAKESIDE

SCALE: N.T.S.

EL 22.00

EL 0.00

EL -30.00

L

L

L

S-61

S-61

S-61

S-61

S-61

PHASE I COFFERDAM

PHASE I COFFERDAM

PHASE I COFFERDAM

P H

A S

E I S

T E

E L C

O F F

E R

D A

M P

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N A

N D D

E T

A

IL

S

10. DRIVEN PILE COFFERDAM IS NOT WATER TIGHT.

FOR ADDITIONAL INFORMATION.

GEOTECHNICAL DATA REPORT AND 31 41 16 METAL SHEET PILING

ENCOUNTERED. SEE SPECIFICATION SECTIONS 00 31 32

HIGHLY CEMENTED AND/OR DENSE MATERIALS MAY BE

9. DIFFICULT DRIVING CONDITIONS DUE TO LIMESTONE, SANDSTONE,

RECONSTRUCTED TO THE DESIGN TEMPLATE AND ACCEPTED.

8. COFFERDAM SHALL REMAIN IN PLACE UNTIL THE EMBANKMENT IS

7. REFER TO DWG NO. C-01 THROUGH C-03 FOR COFFERDAM PLANS.

THE GOVERNMENT.

6. PILES PULLED AND RE-USED SHALL BE INSPECTED AND APPROVED BY

RECOMMENDATIONS FOR FABRICATED SECTIONS.

SHALL CONFORM TO THE PILING MANUFACTURER’S

MAY BE RIVETED, BOLTED, OR WELDED. FABRICATED SECTIONS

5. FABRICATED CORNER SECTIONS AND NON-STANDARD CONNECTIONS

PILE SECTIONS APPROVED FOR USE.

4. CONTRACTOR SHALL SUBMIT A PILE LAYOUT PLAN FOR THE ACTUAL

3. THE CONTRACTOR SHALL NOT USE PIPE PILE WALLS.

ALIGNMENT.

2. CONTRACTOR SHALL MAINTAIN OVERALL CENTERLINES AND

b. MINIMUM MOMENT OF INERTIA: 428.0 INCHES^4 PER FOOT OF WALL

a. MINIMUM SECTION MODULUS: 48.4 INCHES^3 PER FOOT OF WALL

EXCEEDS THE FOLLOWING MINIMUM REQUIREMENTS:

SECTION PROVIDED THE STEEL COFFERDAM WALL MEETS OR

1. THE CONTRACTOR MAY USE OTHER HOT-ROLLED SHEET PILE

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

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IP

T

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N N o

S Y

M Z

O N

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J A

C K

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D E

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F T

H E A

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IG

N E

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Y

N /A

N /A

N /A

A S S

H O

W N

M a y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

S tr u c tu re s \S -6

S T

R U

C T

U R

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L A

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H E

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O O

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P -1

-R -0

R

PHASE IV PT I

PHASE IV PT IPHASE IV PT III PHASE IV PT III

6"

5 U

NI

TS

x (2 ) P

ZC-

'-2

6"

97.945°

U

N

IT

S x P

Z C -2

3 UNITS x (2) PZC-26

20 UNITS x (2) PZC-265 UNITS x (2) PZC-26 9 UNITS x (2) PZC-26

PZC-26 PZC-26

PZC-26

PARTIAL PZC-26

PARTIAL PZC-26

" P2

PZC-26

PZC-26

PARTIAL PZC-26

PARTIAL PZC-26

" P2

GENERAL NOTES:

-H

H D

R C

R

IP

-S

C .D

G N

W .E .S

C .B .G

J .S .F

S T

R U

C T

U R

A L

S-62

P H

A S

E I

V S

T E

E L C

O F F

E R

D A

M P

L A

N A

N D D

E T

A

IL

S

J A

N U

A R

Y

L A

N D

S

ID

E

SCALE: N.T.S.

PLAN LANDSIDE

S-62

S-62

DETAIL

SCALE: N.T.S.

S-62

DETAIL

SCALE: N.T.S.

S-62

L

S-62

DETAIL

SCALE: N.T.S.

S-62

L

S-62

S-62

SCALE: N.T.S.

ELEVATION LANDSIDE

20 UNITS x (2) PZC-26 = 92'-11"

PHASE IV PT III

"4

9 UNITS x (2) PZC-26 = 41'-9

PHASE IV PT I

PHASE

IV

P

T

III

P H

A S

E I

V P

T I

EL 26.00

EL 22.0

A

A A

T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

10. DRIVEN PILE COFFERDAM IS NOT WATER TIGHT.

FOR ADDITIONAL INFORMATION.

GEOTECHNICAL DATA REPORT AND 31 41 16 METAL SHEET PILING

ENCOUNTERED. SEE SPECIFICATION SECTIONS 00 31 32

HIGHLY CEMENTED AND/OR DENSE MATERIALS MAY BE

9. DIFFICULT DRIVING CONDITIONS DUE TO LIMESTONE, SANDSTONE,

RECONSTRUCTED TO THE DESIGN TEMPLATE AND ACCEPTED.

8. COFFERDAM SHALL REMAIN IN PLACE UNTIL THE EMBANKMENT IS

7. REFER TO DWG NO. C-12 THROUGH C-21 FOR COFFERDAM PLANS.

THE GOVERNMENT.

6. PILES PULLED AND RE-USED SHALL BE INSPECTED AND APPROVED BY

RECOMMENDATIONS FOR FABRICATED SECTIONS.

SHALL CONFORM TO THE PILING MANUFACTURER’S

MAY BE RIVETED, BOLTED, OR WELDED. FABRICATED SECTIONS

5. FABRICATED CORNER SECTIONS AND NON-STANDARD CONNECTIONS

PILE SECTIONS APPROVED FOR USE.

4. CONTRACTOR SHALL SUBMIT A PILE LAYOUT PLAN FOR THE ACTUAL

3. THE CONTRACTOR SHALL NOT USE PIPE PILE WALLS.

ALIGNMENT.

2. CONTRACTOR SHALL MAINTAIN OVERALL CENTERLINES AND

b. MINIMUM MOMENT OF INERTIA: 428.0 INCHES^4 PER FOOT OF WALL

a. MINIMUM SECTION MODULUS: 48.4 INCHES^3 PER FOOT OF WALL

EXCEEDS THE FOLLOWING MINIMUM REQUIREMENTS:

SECTION PROVIDED THE STEEL COFFERDAM WALL MEETS OR

1. THE CONTRACTOR MAY USE OTHER HOT-ROLLED SHEET PILE

B

B

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

B

A ,D

EL -26.00

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

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 A

T E

F

IL

E N

U M

B E

R

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

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

N /A

A S S

H O

W N

M a y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

S tr u c tu re s \S -6

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

29 UNITS x (2) PZC-26

"4

29 UNITS x (2) PZC-26 = 134'-8

PZC-26PZC-26

GENERAL NOTES:

-H

H D

R C

R

IP

-S

C .D

G N

W .E .S

C .B .G

J .S .F

S T

R U

C T

U R

A L

S-63

ELEVATION LAKESIDE

SCALE: N.T.S.

S-63

P H

A S

E I

V S

T E

E L C

O F F

E R

D A

M P

L A

N A

N D D

E T

A

IL

S

SCALE: N.T.S.

PLAN LAKESIDE

DETAIL

SCALE: N.T.S.

S-63

EL 22.00

EL 0.00

EL -26.00

J A

N U

A R

Y

L A

K E

S

ID

E

PHASE IV PT III

PHASE IV PT III

10. DRIVEN PILE COFFERDAM IS NOT WATER TIGHT.

FOR ADDITIONAL INFORMATION.

GEOTECHNICAL DATA REPORT AND 31 41 16 METAL SHEET PILING

ENCOUNTERED. SEE SPECIFICATION SECTIONS 00 31 32

HIGHLY CEMENTED AND/OR DENSE MATERIALS MAY BE

9. DIFFICULT DRIVING CONDITIONS DUE TO LIMESTONE, SANDSTONE,

RECONSTRUCTED TO THE DESIGN TEMPLATE AND ACCEPTED.

8. COFFERDAM SHALL REMAIN IN PLACE UNTIL THE EMBANKMENT IS

7. REFER TO DWG NO. C-12 THROUGH C-21 FOR COFFERDAM PLANS.

THE GOVERNMENT.

6. PILES PULLED AND RE-USED SHALL BE INSPECTED AND APPROVED BY

RECOMMENDATIONS FOR FABRICATED SECTIONS.

SHALL CONFORM TO THE PILING MANUFACTURER’S

MAY BE RIVETED, BOLTED, OR WELDED. FABRICATED SECTIONS

5. FABRICATED CORNER SECTIONS AND NON-STANDARD CONNECTIONS

PILE SECTIONS APPROVED FOR USE.

4. CONTRACTOR SHALL SUBMIT A PILE LAYOUT PLAN FOR THE ACTUAL

3. THE CONTRACTOR SHALL NOT USE PIPE PILE WALLS.

ALIGNMENT.

2. CONTRACTOR SHALL MAINTAIN OVERALL CENTERLINES AND

b. MINIMUM MOMENT OF INERTIA: 428.0 INCHES^4 PER FOOT OF WALL

a. MINIMUM SECTION MODULUS: 48.4 INCHES^3 PER FOOT OF WALL

EXCEEDS THE FOLLOWING MINIMUM REQUIREMENTS:

SECTION PROVIDED THE STEEL COFFERDAM WALL MEETS OR

1. THE CONTRACTOR MAY USE OTHER HOT-ROLLED SHEET PILE

B

B

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

B

A ,D

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

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 A

T E

F

IL

E N

U M

B E

R

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

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

N /A

A S S

H O

W N

M a y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

S tr u c tu re s \S -6

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

(TYPICAL)

18" LENGTH, 3/8" DIA.

CLASS I SOLID COPPER

AIR TERMINAL

32 STRANDS #17 AWG (TYP)

CLASS I COPPER CONDUCTOR

TO GROUNDING SYSTEM

TO GROUNDING SYSTEM

SOCKET

METER

(TYP)

TEST WELL

OR APPROVED EQUAL

1 PH, 3W, 120/204V

TVSS CAT# 11200,

ZONE MASTER 150

TRANSFER SWITCH

DOUBLE THROW

100A, 240VAC, 3-POLE

ENCLOSURE W/

NEMA 1 18" X 18" X 12"

SEE DRAWING E-03

FUTURE SERVICE

UGE CONDUIT FOR

P3

P5

#4 BC GND CABLE

LAKESIDE GATES

CONTINUE TO

STILLING WELL

LANDSIDE

ROOF PLAN

CONTACT

MAGNETIC

DOOR

DISC. SW.

SERVICE

PC41

FC05

SC31

AT LANDSIDE GATE

FC08 CAPPED

(TYP. OF 4) OR (2) 10'-0" RODS

3/4" X 20'-0" GROUND ROD

GENERAL PLAN

SEE STRUCTURAL

ANTENNA POLE

GND CABLE

#4/0 AWG BC

FC07

SEE DWG T-07

SC31, FC05

CAMERA POLE

LANDSIDE

SEE DWG T-07

SC41, FC06

CAMERA POLE

TO LAKESIDE

GND CABLE

#2/0 AWG BC

LANDSIDE GATES

CONTINUED TO

FOR DETAILS.

SEE DWG T-03 TO T-05

SUTRON ENCLOSURE

LANDSIDE GATES

CONTINUED TO

CABLE TO STRUCTURE

#2/0 AWG BC GND

STILLING WELL

LAKESIDE

GENERATOR

FOR PORTABLE

PLUG BOX

POLES

TO LIGHT

PC51

#4 AWG GROUND CABLE

BUILDING GROUND GRID WITH

SUPPRESSOR - CONNECT TO

TELEMETRY CABINET/SURGE

SOCKET

METER

P3

#4 BC GND CABLE

TRANSFER SWITCH

DOUBLE THROW

100A, 240VAC, 3-POLE

ENCLOSURE W/

NEMA 1 18" X 18" X 12"

SEE DRAWING E-03

FUTURE SERVICE

UGE CONDUIT FOR

FC03

FC04

SEE DWG E-10

BUSBAR

GROUNDING

#4 BC GND CABLE

NOTES:

A A

AA

P2P2

RC11

P2

P4

D

IS

C . S

W D

T S

S

RC12

GFI

UNIT

A/C

P A

N E

L P

P

(TYP)

GND CABLE

#4 AWG BC

SC01

SC02

TO STILLING WELL

(TYP)

1'-6"

SCALE: N.T.S.

ONE-LINE POWER DIAGRAM

SCALE: N.T.S. SCALE: N.T.S.

LIGHTNING PROTECTION

O C

T O

B E

R

S O

L

IC

T

N /A

N /A

-H

H D

R C

R

IP

-E

P .D

G N

N /A

J .D .H

V .L

S .J .P

E L E

C T

R

IC

A L

S H

E E

T

S T

R U

C T

U R

A L E

L E

C T

R

IC

A L P

L A

N

E-04

KEY NOTES:

ON DWG E-05

CONTINUED

PC32, FC08

PC05, PC06,

PC03, PC04,

PP-7

CC2, FC09

SC15, SC16,

SC13, SC14,

ON DWG E-12

CONTINUED

ON DWG E-12

CONTINUED

FUNCTION INSIDE THE ENCLOSURE.

UP CABLES NEATLY IN SEPARATE BUNDLES FOR SPECIFIC

PROVIDE ADDITIONAL 5 FEET FOR EACH CABLE AND ROLL

REMOTE OPERATION SHALL BE PROPERLY LABELED.

INSIDE ACE-3600 ENCLOSURE FOR SFWMD FUTURE

MANAGEMENT DISTRICT (SFWMD). CABLES FED THROUGH

REMOTE OPERATION FROM THE SOUTH FLORIDA WATER

MOTOROLA ACE-360 TELEMETRY SYSTEM (NIC) FOR FUTURE

9. PROVIDE A 36" X 30" X 12" NEMA 4 ENCLOSURE FOR

EQUIPMENT FOR WALL OPENING DIMENSIONS.

CAGE DETAILS AND COORDINATE WITH PROVIDED A/C

GUARD CAGE. SEE STRUCTURAL DRAWING FOR GUARD

THERMOSTAT. PROVIDE STAINLESS STEEL VANDAL- PROOF

COOLING AND FAN SPEED SETTINGS AND DIGITAL

EFFICIENCY RATING (EER). THE UNIT SHALL HAVE THREE

6,000 BTUH COOLING CAPACITY AND MINIMUM 10 ENERGY

8. PROVIDE AND INSTALL A WALL MOUNTED A/C UNIT WITH

7. SEE MECHANICAL DRAWINGS FOR STILLING WELL DETAILS.

AND CABINETS.

GROUNDING TO EQUIPMENT ENCLOSURES, PANELS,

6. PROVIDE COPPER GROUNDING BUSBAR FOR ALL

SPACES WITH 1-POLE, 20A BREAKERS.

FOR FEEDER BREAKER REQUIREMENTS. FILL ALL SPARE

(RMS SYMMETRICAL). SEE PANEL BOARD SCHEDULE

MINIMUM SHORT CIRCUIT CURRENT RATING OF 22KA

PANEL WITH MAIN BREAKER AND 30 POSITIONS,

5. FURNISH AND INSTALL A 100A, 1-PHASE, 3-WIRE, NEMA 1

BOX SHALL BE NEMA 3R ENCLOSURE.

PLUG, NEMA L14-30P, FOR PORTABLE GENERATOR. PLUG

4. PROVIDE A 240V, 30A, 1-PH, MARINE -GRADED FEMALE TYPE

TYPE 1 ENCLOSURE.

OPERATED, DOUBLE THROW TRANSFER SWITCH IN A NEMA

3. FURNISH AND INSTALL A 3-POLE, 240VAC, 100A, MANUALLY

DISCONNECT AT 100A.

CABLE TO GROUND THE SERVICE NEUTRAL. FUSE THE

NEMA TYPE 1 ENCLOSURE. USE #4 AWG BARE COPPER

SERVICE-ENTRANCE-USE, 240VAC, 100A, 1-PHASE,

DUTY, FUSED SAFETY SWITCH RATED FOR

2. FURNISH AND INSTALL A SERVICE DISCONNECT -- HEAVY

OF METER ENCLOSURE 5 FT ABOVE FINISHED GRADE.

100A, NEMA 3R RATED METER ENCLOSURE. MOUNT CENTER

1. FURNISH AND INSTALL AN OUTDOOR, 1-PHASE, 240VAC,

INSTALLATION OF LIGHTNING PROTECTION SYSTEMS.

ACCORDANCE WITH NFPA 780, STANDARD FOR THE

10. LIGHTNING PROTECTION SYSTEM SHALL BE DONE IN

A FUNCTIONAL OPERATION SYSTEM.

ACCOMMODATE THE INSTALLED EQUIPMENT TO ENSURE

CABLE, BREAKER SIZE, DISCONNECT, ETC. TO

AND SHALL MAKE ANY NECESSARY CHANGE TO CONDUIT,

OPERATION REQUIRED FOR SUFFICIENT GATE OPERATION

H.P., OPERATOR CONTROL, STEM SIZE, LOAD AND THRUST

DESIGN OF GATE ACTUATOR SYSTEM INCLUDING MOTOR

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER

8. SPARE CONDUIT FINISH ON BOTH ENDS PER SPECIFICATIONS.

CONTRACTING OFFICER APPROVED EQUAL.

7. INSTRUMENT CABLE SHALL BE BELDEN 9883 OR

6. SEE DRAWING T-01 THRU T-10 FOR TELECOMMUNICATIONS.

5. SEE DRAWING E-09 AND E-10 FOR ELECTRICAL DETAILS.

STRUCTURAL CONTRACTOR.

CONTRACTOR SHALL COORDINATE INSTALLATION WITH

TO MEET CONDUIT ROUTING REQUIREMENTS.

A SUFFICIENT QUANTITY OF EMBEDS ARE INSTALLED

4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING

COORDINATE WITH PROVIDED EQUIPMENT.

APPROXIMATE. CONTRACTOR SHALL VERIFY AND

3. LOCATIONS OF EQUIPMENT, PANELS ETC. ARE

EXTERNAL LIGHTS.

AND INSTALLATION NOTES. PROVIDE PHOTOCELL FOR

2. SEE DRAWING E-02 FOR LIGHTING FIXTURE SCHEDULE

STANDARDS AND REGULATIONS.

ALL REQUIRED WORK AS STATED BY ELECTRIC UTILITY

TO INSTALL 1-PHASE, 240VAC, 100A SERVICE AND PERFORM

CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY

1. FOR UTILITY POINT OF CONNECTION, SEE DRAWING E-03.

CONTROL BUILDING ELECTRICAL LAYOUT

A

R E

V

IS

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T N

O

A

A

A

C

SS

C

T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

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 A

T E

F

IL

E N

U M

B E

R

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

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

N /A

A S S

H O

W N

M a y p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \C

S

F \H e rb e rt H o o v e r

D ik e R e h a b il it a ti o n \0

-C u lv e rt R e h a b il it a ti o n \S -2

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \1

E le c tr ic a l\ E -0

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

P4

TRANSFER SW

DT MANUAL

PANEL PP

120/240VP5

P3

P2

DISCONNECT

SERVICE

PP-8

PP-1

PP-2/4

PP-3/5

GATE 1 GATE 2

3 3

HANDHOLE

RIGHT-OF-WAY

UGE CONDUIT TO

P1

GENERATOR

PORTABLE

PLUG BOX FOR

3 3 3 3

PP-19

GATE 1A GATE 1B GATE 2A GATE 2B

PP-12/14

PP-16/18

PP-11/13

PP-15/17

SUTRON

PP-24

ACE-3600

TO STILLING WELL

CAMERA POLE

TO LANDSIDE

RC11

P2

P4

D

IS

C . S

W D

T S

S

S U

T R

O N

RC12

GFI

UNIT

A/C

P A

N E

L P

P

SC01

SC02

ACE 3600 SC61

CC1

PC51, FC01

PC01, PC02, PC31,

CC1, SC01, SC02,

PP-8

PP-10

PP-9

PP-22

NOTES:

SCALE: N.T.S.

SCALE: N.T.S.

CONDUIT BLOCK DIAGRAM

KEY NOTES:

NOTES:

KEY NOTES:

AND INSTRUMENTATION WIRING CONDUITS.

2. USE SEPARATE PULL BOXES FOR POWER WIRING CONDUITS

GROUND LOOP. SEE GROUNDING DETAILS ON DWG E-10.

GROUND CABLE THAT CONNECTS TO CONTROL BUILDING

AND ALL OTHER EXPOSED METALS TO #2/0 AWG BC

SUPPORTS AND FRAMES, GATE EQUIPMENT, HANDRAILS,

1. BOND TO STRUCTURAL FOUNDATION (REBARS), METAL

LAKESIDE CULVERT GATE ELECTRICAL PLAN

"OR APPROVED EQUAL."

7. REFERENCED MANUFACTURERS SHALL BE CONSIDERED

MANUFACTURER'S WIRING DIAGRAM.

TO AVAILABLE SUTRON XPERT ANALOG I/O MODULE PER

6. CONNECT CONTROL BUILDING DOOR MAGNETIC CONTACT

OF SPECTRA CAMERA. SEE DRAWING T-07.

5. COORDINATE WITH FIELD OFFICE FOR PROPER LOCATION

OF MOBOTIX CAMERAS. SEE DRAWING T-07.

4. COORDINATE WITH FIELD OFFICE FOR PROPER LOCATIONS

EQUIPMENT PROVIDED.

3. THE CONTRACTOR SHALL COORDINATE DESIGN WITH

2. SEE DRAWING E-04 FOR NOTES AND CONTINUATION.

SEE DRAWINGS E-01 AND E-02.

1. FOR ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS,

"OR APPROVED EQUAL."

7. REFERENCED MANUFACTURERS SHALL BE CONSIDERED

MANUFACTURER'S WIRING DIAGRAM.

TO AVAILABLE SUTRON XPERT ANALOG I/O MODULE PER

6. CONNECT CONTROL BUILDING DOOR MAGNETIC CONTACT

OF SPECTRA CAMERA. SEE DRAWING T-07.

5. COORDINATE WITH FIELD OFFICE FOR PROPER LOCATION

OF MOBOTIX CAMERAS. SEE DRAWING T-07.

4. COORDINATE WITH FIELD OFFICE FOR PROPER LOCATIONS

EQUIPMENT PROVIDED.

3. THE CONTRACTOR SHALL COORDINATE DESIGN WITH

2. SEE DRAWING E-04 FOR NOTES AND CONTINUATION.

SEE DRAWINGS E-01 AND E-02.

1. FOR ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS,

A

A

O C

T O

B E

R

N /A

N /A

-H

H D

R C

R

IP

-E

P .D

G N

N A

N /A

J .D .H

V .L

J .H .H

E L E

C T

R

IC

A L

S H

E E

T

S T

R U

C T

U R

A L E

L E

C T

R

IC

A L P

L A

N

E-05

A

A -2

D -2

B

A -4

B

R E

V

IS

E D T

O A

C C

O M

P A

N Y A

M M

E N

D M

E N

T N

O

R E

V

IS

E D T

O A

C C

O M

P A

N Y A

M M

E N

D M

E N

T N

O

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

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 A

T E

F

IL

E N

U M

B E

R

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

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

N /A

A S S

H O

W N

S

A J

D A

T E

F

IL

E L

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

A T

IO

N P

R O J E

C T

S -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

B

E-06

A

E-06

INCLINOMETER NO.1

FLAP GATE

SC11

JUNCTION BOX #1

PLUG TRAP

GATE SENSOR

SC01

PC01

FC01

INCLINOMETER NO.2

FLAP GATE

SC12

PC12

CC12

SC22

JUNCTION BOX #2

PLUG TRAP

GATE SENSOR

GATE STRUCTURE

SC02

PC02

FC02

CC12

SC02

PC02

(TYP.)

SUPPORT

METAL CC11

SC01

PC01

PC31

SC01

PC01

PC02

GATE STRUCTURE

ACTUATOR NO. 1

SLIDE GATE

240V, 1PH

CC11

PC11

SC11

ACTUATOR NO. 2

SLIDE GATE

240V, 1PH

SPEC.

FINISH PER

SPARE 1"C,

GROUND LOOP

FROM CONTROL BUILDING

#2/0 BC GROUND CABLE

RECEPTACLE (TYP.)

STATION AND

FOR PUSH-BUTTON

NEMA 4X ENCLOSURE

SPEC.

FINISH PER

SPARE 1"C,

HANDRAIL

(TYP OF 2)

PULL BOX

HANDRAIL

PA

PB

ON DWG E-04

CONTINUED

FOUNDATION (REBAR)

TO STRUCTURE

DISCONNECT (TYP.)

NEMA 4X NON-FUSED

J. BOX

SENSOR

GATE

J. BOX

SENSOR

GATE

SENSOR

POSITION

GATE 2

DISC.

MOTOR

SENSOR

POSITION

GATE 1

DISC.

MOTOR

CAMERA POLE

LAKESIDE

SEE NOTE 7

MOBOTIX IP CAMERA

SEE NOTE 7

MOBOTIX IP CAMERA

INCLINOMETER

FLAP GATE

GATE 1

INCLINOMETER

FLAP GATE

GATE 2

ACTUATOR

GATE 1

ACTUATOR

GATE 2

PANEL PP

CAMERA. SEE NOTE 7

INSTALLED BELOW MOBOTIX

PELCO SPECTRA IV CAMERA

STILLING WELL

LAKESIDE

STILLING WELL

LANDSIDE

CAMERA POLE

LAKESIDE

CAMERA POLE

LANDSIDE

DOOR MAGNETIC CONTACT

CONTROL BUILDING

SUTRON

SC31

SC41

RC11

RC12

SC01 PC01

SC11 PC11 CC11

SC21

P5

PC51

PC31

PC02SC02

CC12PC12SC12

SC22

HEAD AND TAIL STILL. WELLS

GATE 1 & 2 INCLINOMETERS

GATE 1 & 2 POS. SENSORS

2" CONDUIT, SC61 :

DISC.

MOTOR

PC03

CC13PC13

DISC.

MOTOR

PC04

CC14PC14

DISC.

MOTOR

PC05

CC15PC15

SENSOR

POSITION

GATE 1A

ACTUATOR

GATE 1A

DISC.

MOTOR

PC06

CC16PC16

SENSOR

POSITION

GATE 1B

ACTUATOR

GATE 1B

SENSOR

POSITION

GATE 2A

ACTUATOR

GATE 2A

SENSOR

POSITION

GATE 2B

ACTUATOR

GATE 2B

PC32

NIC

ACE-3600

CC1

CC2

CONTROL

LOCAL

STRUCTURE

LANDSIDE

CONTROL

LOCAL

STRUCTURE

LAKESIDE

SC13 SC14 SC15 SC16

06 electrical amendment 0003 S-291