Amend_0002_Plans.pdf

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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 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

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(I P -2 S -2

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INDEX TO DRAWINGS

TITLE DWG NO

NEXT SECTION

TITLEDWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-291 (IP-3) RECONSTRUCTION

CIVIL

INDEX OF DRAWINGSG-01

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03

G-04 WORK LIMITS AND BORING LOCATIONS

SURVEY

V-01 EXISTING CONDITIONS PLAN

SITE ACCESS, CONTROL MARKERS, VICINITY, AND LOCATION MAP

GENERAL

STRUCTURAL

MECHANICAL

ELECTRICAL

RESOURCE

TELECOMMUNICATIONS

M-01

T-01

E-01

M-02

M-03

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

E-11

T-02

T-03

T-04

T-05

T-06

T-07

T-08

SYMBOL LEGEND

ABBREVIATIONS AND GENERAL NOTES

SITE PLAN

STRUCTURAL ELECTRICAL PLAN SHEET 1

STRUCTURAL ELECTRIC PLAN SHEET 2

OPERATING PLATFORM DETAILS

CONTROL SCHEMATIC

ELECTRICAL DETAILS SHEET 2

ELECTRICAL DETAILS SHEET 1

ELECTRICAL DETAILS SHEET 3

SCADA LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SUTRON SYSTEM COMPONETS

SUTRON PANEL WIRING DIAGRAM SHEET 1

SUTRON PANEL WIRING DIAGRAM SHEET 2

ANTENNA POLE DETAILS

CAMERA POLE DETAILS

S-01

S-02

S-03

S-04

S-05

S-06

S-07 PLAN EL 30.6

S-08

S-09

S-10

S-11

S-12

S-13

S-14 PLAN EL 30.5

S-15

S-16

S-17

S-18

GENERAL NOTES

GENERAL PLAN AND PROFILE

HEADWALL ELEVATIONS

FOUNDATION PLAN AND SECTIONS

FOUNDATION SECTIONS AND DETAILS

PLAN EL 8.0 AND EL 17.5

SECTIONS

SECTIONS

SECTIONS

FOUNDATION PLAN AND SECTIONS

FOUNDATION SECTIONS AND DETAILS

PLAN EL 8.0 AND EL 17.5

SECTIONS

SECTIONS

SECTIONS

CONCRETE ENCASEMENT

S-19

S-20

S-21

S-22

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-32

S-33

S-34

S-35

S-36

S-37

S-38

S-39

S-40

S-41

S-42

S-43

S-44

S-45

S-46

S-47

S-48

S-49

S-50

S-51

S-52

S-53

S-54

S-55

S-56

S-57

S-58

S-59

S-60 SIGN DETAILS

S-61

CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

CULVERT REINFORCEMENT

LAKESIDE WINGWALL

LANDSIDE WINGWALL

REINFORCEMENT

REINFORCEMENT

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

LAKESIDE HEADWALL FIXTURES

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

RAILING PLAN AND ELEVATION

LAKESIDE HEADWALL RAILING PLAN AND ELEVATION

LANDSIDE HEADWALL RAILING PLAN AND ELEVATION

TYPICAL DETAILS MANATEE SCREEN PLAN AND SECTIONS

84"x84" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

84"x84" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND SECTIONS

84"x84" SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. FLAP GATE ASSEMBLY

84"x84" COMBINATION GATE. FLAP GATE PIVOT ARM ASSEMBLY

TYPICAL CONTROL BUILDING

MISCELLANEOUS CONCRETE DETAILS

TYPICAL HANDRAIL DETAILS

TYPICAL HANDRAIL DETAILS

RUNG LADDER AND FALL PROTECTION ANCHOR DETAILS

VERTICAL LADDERS AND SHIP LADDER DETAILS

REMOVEABLE FALL PRROTECTION COVERS

R-01

R-02

R-03

HP_CULVERT_SHEET_1_DO_463-25,182-1

HP_CULVERT_SHEET_2_DO_463-25,182-1

HP_CULVERT_SHEET_3_DO_463-25,182-1

CONDUIT AND CIRCUIT SCHEDULES

LAKESIDE HEADWALL STILLING WELL PLAN AND ELEVATION

LANDSIDE STIILING WELL SECTIONS AND DETAILS

RTU BRACKET

T-09

T-10

INCLINOMETER INSTALLATION DETAILS

INCLINOMETER DETAILS

S-45A DUAL LEAF GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

S-62 LANDSIDE PHASE IV STEEL COFFERDAM PLAN AND DETAILS

S-63 LAKESIDE PHASE IV STEEL COFFERDAM ELEVATIONS

S-31

S-31A

LANDSIDE HEADWALL SCOUR CUTOFF WALLS

LAKESIDE HEADWALL SCOUR CUTOFF WALLS

C-02

C-03

C-05

C-04

C-07

C-06

C-08

C-10

C-09

C-01

PHASE I - COFFERDAM CROSS SECTIONS

PHASE II - EXCAVATION CROSS SECTIONS

PHASE I - COFFERDAM PLAN

PHASE I - COFFERDAM CONTOUR PLAN

PHASE II - EXCAVATION PLAN

PHASE II - EXCAVATION CONTOUR PLAN

PHASE I - COFFERDAM ARMORING PLAN AND SECTIONS

PHASE III - STRUCTURE INSTALLATION PLAN

C-11

PHASE III - STRUCTURE INSTALLATION CROSS SECTIONS

PHASE III - STRUCTURE INSTALLATION DETAILS - DRAINAGE

PHASE II - EXCAVATION SEEPAGE PROTECTION PLAN

C-22

C-23

C-24 PHASE IV EMBANKMENT RECONSTRUCTION SECTIONS AND DETAILS

C-25

C-12

C-14

C-13

C-16

C-15

C-17

C-18

C-19

C-20

C-21

EMBANKMENT & CHANNEL RECONSTRUCTION GRADING PLANPHASE IV PT I -

EMBANKMENT & CHANNEL RECONSTRUCTION CONTOUR PLANPHASE IV PT I -

EXISTING CHANNEL BACKFILL CONTOUR PLANPHASE IV PT IV -

PHASE IV PT I - EMBANKMENT & CHANNEL RECONSTRUCTION GRADING PLAN

PHASE IV PT II - EMBANKMENT & CHANNEL RECONSTRUCTION GRADING PLAN

PHASE IV PT II - EMBANKMENT & CHANNEL RECONSTRUCTION CONTOUR PLAN

PHASE IV PT IV - EXISTING CHANNEL BACKFILL SITE PLAN

PHASE IV PT V - EMBANKMENT RECONSTRUCTION SITE PLAN

PHASE IV PT V - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT AND CHANNEL CROSS SECTIONS AND DETAILS

PHASE IV EMBANKMENT AND CHANNEL RECONSTRUCTION SURFACING PLAN

UTILITY SITE PLAN

C-26 DETAILS - BARBED WIRE FENCE

BULKHEAD SILL AND OPERATING PLATFORM ARMOUR DETAILS

PHASE IV PT III - STEEL SHEET PILE COFFERDAM AND CULVERT ABANDONMENT PLAN

PHASE I STEEL COFFERDAM PLAN AND DETAILS

S-64

S-65 STILLING WELL PLATFORM SECTIONS AND DETAILS

STILLING WELL INSTRUMENTATION PLATFORM PLAN AND ELEVATION

E-12

E-13

E-14

E-15

LANDSIDE OPERATING PLATFORM DETAILS

LANDSIDE CULVERT GATE ELECTRICAL PLAN

LANDSIDE CONTROL SCHEMATIC SHEET 1

LANDSIDE CONTROL SCHEMATIC SHEET 2

A

STILLING WELL SECTIONS AND DETAILS

M-04 STILLING WELL SECTIONS AND SCHEMATIC

9'-0"

4'-6"4'-6"

7'-0"

GATE ACTUATOR

ACTUATOR PEDESTAL

SEE NOTE 3

40ft LONG WIRE ROPE

ELECTRICAL CABLE

INCLOMETER

LINK (TYP)

FLAP GATE PIVOT

LEFT GATE ASSEMBLY

INCLOMETER SENSOR

WIRE ROPE

LIFTING LUG FOR

RIGHT SIDE ASSEMBLY

STEM

INDICATOR

LOCAL GATE POSITION

TAKE-UP REEL

INCLOMETER

FOR GATE STEM

OPERATING PLATFORM

4" DIA OPENING IN

BOTTOM SEAL ASSEMBLY

SLIDE GATE

STEM

GATE ACTUATOR

ACTUATOR PEDESTAL

INDICATOR

LOCAL GATE POSITION

ASSEMBLY

TOP SEAL

GATE

FLAP

HEADWALL

LAKESIDE

TYPICAL

FOR GATE STEM

OPERATING PLATFORM

4" DIA OPENING IN

THIMBLE DETAILS DWG NO S-47

F - TYPE WALL THIMBLE, SEE WALL

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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"A" 6'4'2'012"24''

NOTES:

6. ALL STUDS SHALL BE TYPE 18-8 STAINLESS STEEL.

5. ALL STRUCTURAL SHAPES AND PLATES SHALL BE TYPE 304L OR TYPE 316L STAINLESS STEEL.

STAINLESS STEEL.

WASHERS, NUTS, COTTER PINS, CAP SCREWS AND MACHINE SCREWS SHALL BE

4. ALL HARDWARE, INCLUDING BUT NOT LIMITED TO BOLTS, FLAT WASHERS, LOCK

OVER THE NEAREST DOCK CLEAT AT THE TOP OF THE OPERATING PLATFORM.

LIFTING LUG. THE OTHER END SHALL HAVE A 12-INCH LONG EYE LOOP PLACED

EM 385-1-1. ONE END OF THE WIRE ROPE SHALL BE SECURED TO EACH FLAP GATE'S

NUMBER OF TYPE 316 STAINLESS STEEL WIRE ROPE CLIPS IN ACCORDANCE WITH

A MINIMUM BREAKING STRENGTH OF 42,000 POUNDS. PROVIDE AN ADEQUATE

" DIAMETER, TYPE 316 STAINLESS STEEL WIRE ROPE, CLASS 6x19 IWRC, WITH4

3. FOR EACH GATE, THE CONTRACTOR SHALL PROVIDE A 40-FOOT LENGTH OF

2. THE WEIGHT OF THE GATE ASSEMBLY IS APPROXIMATELY 4,500 POUNDS.

SEATING HEAD.

1. GATE ACTUATORSHALL BE DESIGNED FOR A 10ft UNSEATING HEAD AND A 16ft

S-45

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ELEVATION

SCALE: A

C

A

S-45

B

S-46

B

S-46

A

S-45

C

S-46

LAKE HEADWATER

SECTION

SCALE: AS-45

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L A P G

A T E

C

EL 14.0

TOP OF OPENING

EL 7.0

CULVERT INVERT

EL 30.5

OPERATING PLATFORM

CANAL HEADWATER

HAND WHEEL EL 34.5

EL 30.5

OPERATING PLATFORM

HAND WHEEL EL 34.5

GRAPHIC SCALE

A

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M E

N D

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N T

STEM

WEIR GATE

BOTTOM SLIDING GATE

WEIR GATE

BOTTOM SLIDING GATE

WEIR GATE ACTUATORGATE ACTUATOR

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

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(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 -4

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S-45A

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E A

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ELEVATION

SCALE: A

C

NOTES:

A

S-45A

A

S-45A

EL 6.5

GATE ACTUATOR EL 34.0

EL 22.75

TOP OF PLATFORM

EL 19.5

TOP OF WEIR GATE

EL 13.0

TOP OF BOTTOM GATE

EL 30.5

OPERATING PLATFORM

EL 22.75

TOP OF PLATFORM

EL 19.5

TOP OF WEIR GATE

EL 13.0

TOP OF BOTTOM GATE

EL 30.5

OPERATING PLATFORM

C

EL 6.5

SECTION

SCALE: AS-45A

A

EL 7.0

CULVERT INVERT

GATE ACTUATOR EL 34.0

GRAPHIC SCALE

ACCORDANCE WITH AWSD 01.6.

7. ALL WELDING (INCLUDING QUALIFICATIONS, FABRICATIONS AND INSPECTIONS) SHALL BE IN

6. ALL STUDS SHALL BE TYPE 18-8 STAINLESS STEEL.

5. ALL STRUCTURAL SHAPES AND PLATES SHALL BE TYPE 304L OR TYPE 316L STAINLESS STEEL.

NUTS, COTTER PINS, CAP SCREWS AND MACHINE SCREWS SHALL BE STAINLESS STEEL.

4. ALL HARDWARE, INCLUDING BUT NOT LIMITED TO BOLTS, FLAT WASHERS, LOCK WASHERS,

3. GATE ACTUATOR SHALL BE DESIGNED FOR UNSEATING AND SEATING HEAD OF 11.5ft.

2. ACTUAL DIMENSIONS TO BE SUPPLIED BY GATE MANUFACTURER.

EMPHASIZE SIMPLE EFFICIENT INSTALLATION.

LEAF SLIDE GATES. THE GATES SHALL BE DESIGNED AS A COMPLETE SYSTEM AND SHOULD

1. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE DOUBLE

A

A A

T

O A

C C

O M

P A

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M E

N D

M E

N T

8'-4"

7'-0"

"8 77 "4

11'-6

2'-8"

4"

4"

" "2

17'-9

8'-3"

S

T

IF

F E

N E

R P

L A

T E

S (T

Y P

O C (T

Y P

"x

A N

C H

O R R

O D W

W A

S H

E R A

N D N

U T

Ø B

O L T W

W A

S H

E R

S A

N D N

U T

O C

(T

Y P

A N

D N

U T

O C (T

Y P

S

T U

D W

W A

S H

E R x

Y P

A N

D N

U T

O

S

T U

D W

W A

S H

E R x

" = 6'-9"2 1 @4

" Ø BOLT W/ WASHER8

319 -

10"

7'-0"

2'-8"

" STUDS @ 10" OC = 6'-8"2

1"x11x38

59 -

S

T U

D S

O C

10" " 11 STUDS @ 10" OC8

59-

CLEAT

CLEAT

VENT PIPE

SCH 80 PVC

OPENING FOR

CLEAT

"2 1P 1

"4 3P

"4 3P

"4 3P

"4 3P

"2 1P 1

"4 3P

"4 3P

"4 3P

"4 3P

"4 3P

"4 3P

"4 3P

"2 1P 1

" (TYP)4

3P

GATE STOP

EDGE SEAL

BOTTOM

ASSEMBLY

BOTTOM SEAL

J-BULB SEAL

L3x3x38 2x7'-41 "

P 21 2 8"x 3 8" x 16'-23 "

P 5"x14 8"x 16'-23 "

L3x3x14 8 x 16'-23 "

THIMBLE (REF)

J-BULB SEAL

RIGHT GUIDE

ASSEMBLY

LEFT GUIDE

ASSEMBLY

x8'-3"8 3L5x5x

(TYP)

" Ø TREADED STUD8

DRILL AND TAP FOR

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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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N /A

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P la n s \I P -3 \0

S tr u c tu re s \S -4

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C T

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L A

C E

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R B

E R

T H

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A B

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P -1

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"A"

3'2'1'06"12''TYPICAL WALL THIMBLE

"B" 6'4'2'012"24''

SCALE: B

FRONT VIEW SCALE: B

SIDE VIEW

C

C

S-47

S T

R U

C T

U R

A L

F R

A M

E A

S S

E M

B L

Y E

L E

V A

T

IO

N A

N D W

A L

L T

H

IM

B L

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B

IN

A T

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-H

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IP

-S

F .D

G N

M A

R C

H

J .S .F

W .E .S

C .B .G

DR

S-47

DS

S-47

SECTION

SCALE: BS-47

DS

TYP

L

L

L

L

L

L

L

L

L

L

L

L

TYP

SECTION

SCALE: AS-47

DR

L

L

G

G

L

SCALE: B

TOP VIEW

SCALE: A

FRONT VIEW

CL GATE

A

S-48

A

S-48

B

S-48

F

S-48

B

S-48

C

S-48

D

S-48

E

S-48

GRAPHIC SCALES

TYP, NDT

TYP

TYP, NDT

A

A

A

A

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

B ,B

,C

"32

1"

135°

"2 17'-2

"4 16 "4

T

A P

E R

E D

"4 16 "4

2'-4" 2'-4"

4"

"4

"16

"4

"4

"8

"16

2"

"2

"4

T

Y P

O

S

T

IF

F E

N E

R P

7"4

"4

"4

"4

"8 3 "8

2"

"2 1 "

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R

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S

"4

" OC = 6'-2"4

1" DIA NUTS @ 98

" DIA HOLES W/ CAPTIVE16

119 -

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311 " @ 9" OC = 5'-3"8

38 STIFFENER P "4

" OC = 6'-2"4

1" DIA NUTS @ 98

" DIA HOLES W/ CAPTIVE16

119 -

7'-8"

"4

2'-6"2'-6"

"16 13 2"

"8

"8

"8

"8

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GATE STOP BAR

GATE STOP BAR

J-BULB SEAL

HINGE PIN (TYP)

HINGE

BRACKET

(TYP)

J-BULB SEAL

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8" Ø BOLT W/ WASHER @ 4" OC

J-BULB SEAL

GATE STOP BAR

WASHER @ 4" OC

" Ø BOLT W/

STEM

8" DIA BOLT W/ WASHERS AND NUT

P 1'-8"x14"x5'-0"

TAPERED SIDE FRAME

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AND NUT (TYP)

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HINGE BRACKET (TYP)

"2 1C15x33.9x7'-2

"2 1"x4

3P 2

"2 1P 2"X

"2

1CLAMP, LG 7'-2

SEAL SPRING

P 71 4 2"x1 "

"2 1"x2

1P 2

SEAL SPRING

CLAMP, LG 7'-212"

CAPTIVE ASTM A320, CLASS 2,

GRADE B8 58

@ 11" OC

" Ø NUT

"2

1"x2 1P 2

P 33 8 2"x1 "x10

"x5'-0"4 1P 1'-8"x

"x10"2 1"x8

3P 3

"2 1C15x33.9x7'-2

P 1'-8"x14"x5'-0"C15x33.9x7'x21

MITERED ENDS

" W/

NUT (TYP)

" Ø BOLT W/ WASHERS AND2

ASTM A320, CLASS 2, GRADE B8

ASTM A320, CLASS 2, GRADE B8

NUT (TYP)

" DIA BOLT W/ WASHERS AND

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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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S T

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P -1

-R -0

"A"

2'1'01'

"B" 12''6''3''0

"C" 03''6''9''12'' 1'

SCALE: B

S-49

S L

ID

E G

A T

E A

S S

E M

B L

Y E

L E

V A

T

IO

N A

N D S

E C

T

IO

N S

S T

R U

C T

U R

A L x C

O M

B

IN

A T

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N G

A T

E

-H

H D

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F .D

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W .E .S

J .S .F

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C .B .G

BOTTOM FRAME DETAIL

G

TYP

L

"4 3R 5

" (TYP)4

3R

1L

L L

FRONT VIEW

SCALE: A

SCALE: C

TOP VIEW

CL GATE OPENING

L

CL

B

S-49

A

S-50

S-50

E

S-49

D

S-50

C

S-49 D

S-50

A

S-50

CL GATE OPENING

CL GATE OPENING

L

L

CLAMP DETAIL

SEAL SPRING

SCALE: N.T.S.

DETAIL

SCALE: B

S-49

SECTION

SCALE: BS-49

E

SECTION

SCALE: BS-49

C

L

L

L

TYP

G

TYP

G

TYP

1TYP EA END

1 EA END

TYP

G

TYP

G

G

"4

"4

L

L

TYP

L

L

GRAPHIC SCALES

1.7500" 1.7510"

Ø

"4

TYP, NDT

TYP, NDT

HINGE BRACKET DETAIL

SCALE: B

S-50

A

A

A

A

A ,A

,D

T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

2"

2"

"8

"4

"4

Ø B

O L T W

W A

S H

E R

O

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-0"

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"2 1"2

.8

S

T

IF

F E

N E

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1"

"4

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13 "4

32" DIA BOLTS W/ WASHERS @ 4" OC = 6'-8"8

321 -

2"

"4

"4 31"4

"4 311 " @ 9" = 5'-3"8

38 - STIFFENER P "4

"4

J-BULB SEAL GATE STOP BAR

J-BULB SEAL

SEAL SPRING CLAMP, LG 6'-1138"

STEM

8" Ø BOLT W/ WASHER @ 4" OC

J-BULB SEAL

CLAMP, LG 7'-0"

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1GATE STOP BAR, LG 7'-2

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1P

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(TYP)

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1GRADE B8

ASTM A320 CLASS 2

HINGE PIN

P 34"

TAPEREFD P 12"

P 33 8 2"x1 "x10"

P 1'-8"X1 4"X5'-0"

C15x33.9x7'-21 2"

"16 9"x22

1P 2"x

"2 1P

STIFFENER

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FRAME

TAPERED SIDE

OC

"4

1" Ø NUT @ 98

CLASS 2 GRADE B8

CAPTIVE ASTM A320

BRONZE BUSHING

OD 13

4 2", ID 11 "

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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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"A" 12''6''3''0

"B" 03''6''9''12'' 1'

S-50

S T

R U

C T

U R

A L

S L

ID

E G

A T

E A

S S

E M

B L

Y E

L E

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N A

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T

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IN

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IP

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W .E .S

C .B .G

J .S .F

M A

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H

CL GATE OPENING

SECTION

SCALE: BS-49

D

SECTION

SCALE: AS-49

B

2-4

SIDE VIEW

SCALE: B

SECTION

SCALE: BS-49

A

C

L

L

L

L

L

G

TYP

G

TYP

L

S-50

L

S-50

TYP

SECTION

SCALE: AS-50

L

L

C

G

L

L

GRAPHIC SCALES

S-49

TYP, NDT

L

L

L

TYP, NDT

TYP, NDT

A

A

A

A

A ,A

,B

T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

4"

4"

"2

"2

"2

"8

"8

9" 9"" OC = 6'-2"4

1" DIA HOLES @ 916

11(9)

7'-8"

"8 32'-2 "2

12'-5 "8 32'-2

"4

9" 9"" OC = 6'-2"4

1" DIA HOLES @ 916

11(9)

7'-8"

"8

"4

"4

4"

"2

2.6°

2.6°

"2

S

T R

U C

T U

R A

L T

E E

S

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S

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IF

F E

N E

R P

L A

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S

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"8

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4"

S

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IF

F E

N E

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3 1'-2

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15'-5" OC = 16

15(7) 1" DIA HOLES @ 10

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1L8x4x

1x2

1x22 1L2

1x2

1x22 1L2

1x2

1x22 1L2

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1",ID 14

3OD 1

BRONZE BUSHING

" STIFFENER8

3P

"4 3R

" STIFFENER8

3P

"4 3R

FLAP GATE

FLAP GATE

1x2

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" STIFFENER8

3P

1x2

1x22 1L2

1x2

1x22 1L2

" STIFFENER8

3P

1x2

1x22 1L2

1x2

1x22 1L2

"x7'-8"8 5"x7'-88

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"x7'-8"8 5"x7'-88

3P

"8 3P

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PIN

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P 38

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" 2 1L8x4x

BRONZE BUSHING

OD 13

4 2",ID 11 " (TYP)

1L8x4x

BAR 13

4 4"x3 " (TYP)

TEE (TYP)

STRUCTURAL

(TYP)

" STIFFENER8

3P

(TYP)

" STIFFENER8

3P

(TYP)

" STIFFENER8

3P

(TYP)

" STIFFENER8

3P

BAR 13

4 4"x3 "

1L8x4x

1L8x4x

" SKIN PLATE8

3P

"8 5"x7'-8"x7'-88

3P

" STIFFENER8

3P

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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

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D E

P A

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F T

H E A

R M

Y D

E S

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N E

D B

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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

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(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 -5

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

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T H

O O

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IL

IT

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N P

R O J E

C T

S -2

IP

-3

R E

C O

N S

T R

U C

T

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N W

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P -1

-R -0

"A"

2'1'01'

"B" 12''6''3''0

"C" 03''6''9''12'' 1' S-51

S T

R U

C T

U R

A L

F L

A P G

A T

E A

S S

E M

B L

Y x C

O M

B

IN

A T

IO

N G

A T

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H D

R C

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IP

-S

F .D

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W .E .S

C .B .G

J .S .F

M A

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SIDE VIEW

SCALE: C

CL HINGE PIN

L

CL HINGE PIN

TYP

TYP

B

S-51

A

S-51

A

S-51

S-51

SECTION

SCALE: CS-51

B

S-51

DETAIL

SCALE: B

S-51

DETAIL

SCALE: B

S-51

L

L

L

L

S-51

L

L

D

S-52

B

S-51

L

L

L

L

DETAIL

SCALE: B

S-51

BACK GOUGE

L

SECTION

SCALE: CS-51

A

CL

L

CL

L

L

FRONT VIEW

SCALE: A

G

S-51

DETAIL

SCALE: B

S-51

TYP

GRAPHIC SCALES

L

A

A A

T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

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"2

3"

"4

3"R

7 "R

(T Y P

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3"

'-2

"8

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"2

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6"

FLAP GATE

PIVOT ARM

W/ JAM NUT

" DIA x 6" BOLT

COTTER PINS

" DIA x 6" HINGE PIN

W/ WASHERS AND

FLAP GATE

PIVOT ARM

"2 1"x2

1"x 22 1L2

"2 1P

AND COTTER PINS

" DIA x 6" HINGE

PIN W/ WASHERS

AND COTTER PINS

" DIA x 6" HINGE

PIN W/ WASHERS

PIVOT ARM

FLAP GATE

COTTER PINS

W/ WASHERS AND

" DIA x 6" HINGE PIN2

COTTER PINS

W/ WASHERS AND

" DIA x 6" HINGE PIN2

W/ JAM NUT

" DIA x 6" BOLT 8

"4 3P

"4 3P

BOLT

CENTERED UNDER

"2 1"x14

1"x2 1P 1

SKIN PLATE

FLAP GATE

(TYP)

W/ NUT AND WASHERS

" DIABOLT 2

1GRADE B8

ASTM A320, CLASS 2,

SHEET

SEE DETAIL THIS

HINGE PIN CLASS

DETAIL THIS SHEET

HINGE PIN SEE

BRONZE BUSHING

SEE DETAIL THIS

SHEET

BRONZE BUSHING

SEE DETAIKL THIS

SHEET

A

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IT

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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

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ID

A

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C K

S O

N V

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L E D

IS

T R

R P

S O

F E

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IN

E E

R S

D E

P A

R T

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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 -5

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

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A T

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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" 12''6''3''0

"C" 03''6''9''12'' 1'

NOTES:

1. ONE FLAP GATE PIVOT ARM IS SHOWN ON THE DRAWING,

BUT THE GATE ASSEMBLY REQUIRES 2 FLAP GATE PIVOT ARMS.

S-52

S T

R U

C T

U R

A L

F L

A P G

A T

E P

IV

O T A

R M A

S S

E M

B L

Y x C

O M

B

IN

A T

IO

N G

A T

E

-H

H D

R C

R

IP

-S

F .D

G N

M A

R C

H

J .S .F

W .E .S

C .B .G

CL FLAP GATE PIVOT ARM

CL HINGE PIN

FRONT VIEW

SCALE: C

SIDE VIEW

SCALE: C

C L H

IN

G E P

IN

CL

TYP

L

CL HINGE PIN

C

S-52

L

5"

L

R "8

L

G

GRAPHIC SCALES

1.5000" 1.5025"

1.7518" 1.7526"

SECTION

SCALE: BS-52

C SECTION

SCALE: BS-52

D

BRONZE BUSHING

SCALE: N.T.S.

CALSS RC7 FIT TO PIN

CLASS FN2 FIT TO PLATE

.4

.4

SCALE: N.T.S.

HING PIN

CALSS RC7 RUNNING FIT TO BUSHING

A

A

A

T O A

C C

O M

P A

N Y A

M E

N D

M E

N T

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:

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

REQUIREMENTS:

COFFERDAM WALL MEETS OR EXCEEDS THE FOLLOWING MINIMUM

STEEL H-PILE PLUS SHEET PILE SECTIONS PROVIDED THE STEEL

1. THE CONTRACTOR MAY USE OTHER HOT-ROLLED COMBINATION

-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 26.0

EL -30.0

EL 22.0

A

A A

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O A

C C

O M

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N Y A

M E

N D

M E

N T

A

B

C

D

1234567

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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

E

J A

C K

S O

N V

IL

L E F

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ID

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N V

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L E D

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T R

R P

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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

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L A

C E

M E

N T S

H E

R B

E R

T H

O O

V E

R D

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E R

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IT

A T

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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

S P

A C

IN

G

"8 35'-6

INSTRUMENT ENCLOSURE

STRUCTURE

HEADWALL

SEE NOTE 4

W/ CLAMPS

1" CONDUIT

DWGS)

ELECTRICAL

(SEE

COUNTERPOISE

DWGS)

(SEE ELECTRICAL

COUNTERPOISE

NOTES:

C

LAKESIDE PLAN

A

M-01

SCALE: A

M-03

B

LAKESIDE ELEVATION

SCALE: A

A

M-01

M-03

CSTILLING WELL

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

C

M-04

GRAPHIC SCALE

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

C -3

D -2

THE STILLING WELL.

RESPONSIBLE FOR THE PROPER INSTALLATION OF

VERIFIED BY THE CONTRACTOR WHO IS SOLELY

8. DIMENSIONS AND ELEVATIONS SHOWN SHALL BE

AND ELEVATIONS BEFORE CONSTRUCTION.

7. CONTRACTOR SHALL FIELD-VERIFY PIPE LENGTHS

CIRCUIT SCHEDULE ON ELECTRICAL DRAWINGS.

CONDUCTORS INSTALLED PER THE RTU DRAWINGS, OR

6. ALL CONDUITS SHALL HAVE PULL STRINGS OR

HEIGHT OF THE STILLING WELL.

MORE THAN 1/2" DEVIATION FROM VERTICAL OVER THE

5. THE STILLING WELL SHALL BE INSTALLED PLUMB WITH NO

SEE ELECTRICAL SPECIFICATIONS.

4. 3/4-INCH DIA. COPPER CLAD GROUNDING ROD, 10' LONG MINIMUM.

3. GROUND ALL METAL PARTS TO CONTROL BUILDING GROUNDING GRID.

DRAWING M-03 FOR THE SCHEDULE.

2. FOR FEATURES NOTED USING CIRCLE CALLOUTS , REFER TO

1. SEE DRAWINGS S-02 AND S-03 FOR LOCATION OF STILLING WELLS.

M A

R C

H

N /A

N /A

-H

H D

R C

R

IP

-M

I1 .D

G N

N /A

J .D .H

M .D

S .J .P

M E

C H

A N

IC

A L

P L

A N A

N D E

L E

V A

T

IO

N

L A

K E

S

ID

E S

T

IL

L

IN

G W

E L

L

M-01

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

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C K

D B

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D A

T E

F

IL

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B E

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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

M e c h a n ic a l\

M -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

S P

A C

IN

G

1'-6" 1'-6"

CANAL BOTTOM

SEE NOTE 6

TOP OF BANK TOP OF DECK

CANAL BOTTOM

INSTRUMENT ENCLOSURE

M-02

M E

C H

A N

IC

A L

M .D

J .D .H

A P

R

IL

S .J .P

GENERAL NOTES:

STRUCTURE

(FT-NAVD88)

TOP OF BANK

(FT-NAVD88)

DESIGN HIGH WATER

(FT-NAVD88)

DESIGN LOW WATER

(FT-NAVD88)

CANAL BOTTOM

16.9 13.9 9.719.5 +/-IP-3

WALKWAY STILLING WELL TABLE

A

M-02

C

GRAPHIC SCALE

"A" 6'4'2'012"24''

SCALE: A

PLAN

DESIGN HIGH WATER

DESIGN LOW WATER

-H

H D

R C

R

IP

-M

I1

M-02

B

M-03

D

M-04

ELEVATION

SCALE: AM-02

A

ELEVATION

SCALE: AM-02

C

M-03

P L

A N A

N D E

L E

V A

T

IO

N S

L A

N D

S

ID

E S

T

IL

L

IN

G W

E L

L

6. FOR SLOPE, SEE CIVIL DRAWINGS.

THE STILLING WELL.

RESPONSIBLE FOR THE PROPER INSTALLATION OF

VERIFIED BY THE CONTRACTOR WHO IS SOLELY

5. DIMENSIONS AND ELEVATIONS SHOWN SHALL BE

AND ELEVATIONS BEFORE CONSTRUCTION.

4. CONTRACTOR SHALL FIELD-VERIFY PIPE LENGTHS

CIRCUIT SCHEDULE ON ELECTRICAL DRAWINGS.

CONDUCTORS INSTALLED PER THE RTU DRAWINGS, OR

3. ALL CONDUITS SHALL HAVE PULL STRINGS OR

HEIGHT OF THE STILLING WELL.

MORE THAN 1/2" DEVIATION FROM VERTICAL OVER THE

2. THE STILLING WELL SHALL BE INSTALLED PLUMB WITH NO

LANDSIDE STILLING WELL.

1. SEE DRAWINGS S-64 AND S-65 FOR LOCATION OF THE

A

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 C -6

D -2

A

B

C

D

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C

B

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8 7 6 5 4 3 2

S O

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D W

N B

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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

M e c h a n ic a l\

M -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

1'-0"

11" DIA.

31'-

NOMENCLATURE OR DESCRIPTION

PARTS LIST

QTY

SPECIFICATION

MATERIAL

8LF

" PLATE4

1" x 24" x 2

" PLATE4

1" x 4

3" x 20 8

" PLATE4

1" x 2

1" x 23 2

COMBINATION PADLOCK AND PROTECTOR GRAINGER PART NOS.

12 INCH WELL CASING

" PLATE4

1" x 2

1" x 23 8

" PLATE4

1" x 2

1" x 23 2

" PLATE4

1" x 2

1" x 23 2

" PLATE4

1" x 4

1" x 24 2

" PLATE4

1GUSSET: 3" x 3" x

" HOLES8

5" PLATE W/ 4

1" ID, 8

7COLLAR: 3" WIDE, 12

" THK LEAF8

1" PIN Ø, 8

3PIANO HINGE: 3" WIDTH,

" x 4" x 16"4

3INSTRUMENT BOARD:

" EYE ID8

5" THICK, 4

" THREADED STUD W/ 2 NUTS & 2 WASHERS2

1-16 X 4 8

" W/ SST INSECT SCREEN2

1" x 7 2

1LOUVER: 5

" LG8

5" GRIP, 2" PROJECTION, 6 8

5HANDLE: 1" x

", W/ FLAT WASHER2

1"-13 x 1 2

1FLAT HEAD BOLT:

"-13, W/ NYLON INSERT2

1SELF-LOCKING NUT:

" WIDE2

1" LG, 8

5" INNER WIDTH, 4

1EDGE TRIM:

" U-BOLT WITH NUTS AND WASHERS8

" SST WEDGE TYPE ANCHOR BOLTS4

" BLIND FLANGE PLATE8

" X 3" FLANGE BOLTS8

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

5083-0 ALUMINUM

STAINLESS STEEL

STAINLESS STEEL,T316

STARBOARD POLYMER

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

NEOPRENE

STAINLESS STEEL

STAINLESS STEEL

1U172 & 4AXZ7

NOTES:

F

M-04

E

M-04

C

TYP

TYP

M-03

10 5 15

17 18

TYP4

M-03

M E

C H

A N

IC

A L

M .D

SECTION

SCALE: AM-01

B

S E

C T

IO

N S A

N D D

E T

A

IL

S

"A" 12''6''3''0

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

DETAIL

SCALE: N.T.S.

M-03

M A

R C

H

J .D .H

S .J .P

-H

H D

R C

R

IP

-M

I5 .D

G N

12" PIPE FLANGE SLIP ON WELDED

GRAPHIC SCALE

DETAIL

SCALE: A

M-02 M-01

M-02

STAINLESS STEEL

STAINLESS STEEL

" EXT LENGTH8

3GAS SPRING, OPEN ASSIST: 26

3/4" ROD WITH THREADED ENDS WITH NUTS AND WASHERS

S T

IL

L

IN

G W

E L

L

1'-6" X 7" X 1/2" PLATE (PROVIDE BOLT HOLES AS REQUIRED)

A

A

5. FOR ELECTRONIC COMPONENTS, SEE KEY NOTES ON DWG M-04.

LIST IS ON KEY NOTES ON DWG M-04.

LAKESIDE AND LANDSIDE STILLING WELLS. AN ADDITIONAL PARTS

4. MATERIAL QUANTITIES AND DETAILS SHOWN ARE FOR THE

MACHINE SCREWS @ 4" OC IN BOTH LEAFS.

3. PIANO HINGE SHALL BE MOUNTED TO ENCLOSURE WITH NO. 10

2. ALL BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL.

STEEL SELF-LOCKING HEX NUTS.

RESISTANT TYPE, W/ STAINLESS STEEL WASHERS AND STAINLESS

1. ALL MACHINE SCREWS USED SHALL BE STAINLESS STEEL AND TAMPER

A

B -4

D -3

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

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E N

A M

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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

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N /A

N /A

A S S

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(I P -2 S -2

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M e c h a n ic a l\

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S T

R U

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E P

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AMMETER

VOLTMETER

WATTMETER

FREQUENCY METER

DIGITAL METER

SURGE SUPPRESSOR AND ARRESTER

TRANSIENT VOLTAGE

PUSH BUTTONS WITH INDICATOR LIGHTS

TRANSFORMER, SIZE AS SHOWN

50A - TRIP RATING IN AMPERE

2 POLE UNLESS OTHERWISE NOTED:

MOLDED CASE CIRCUIT BREAKER,

ELECTRICAL ENCLOSURE OUTLINE

OTHERWISE NOTED

NON-FUSED DISCONNECT SWITCH, SIZE

AS NOTED 2 POLE UNLESS

NOTED

NOTED, 2 POLE UNLESS OTHERWISE

FUSED DISCONNECT SWITCH, SIZE AS

3 PHASE UNLESS NOTED

MOTOR HP AS SHOWN

OPEN TORQUE SWITCH

CLOSE TORQUE SWITCH

OPEN LIMIT SWITCH

CLOSE LIMIT SWITCH

GREEN INDICATING LIGHT

RED INDICATING LIGHT

YELLOW INDICATING LIGHT

BLUE INDICATING LIGHT

MAGNETIC CONTACTOR, OPEN

MAGNETIC CONTACTOR, CLOSE

WATER VALVE

MANUAL TRANSFER DEVICE,

TRANSFORMER

CONTROL

TRANSIENT SUPPRESSOR

LOCATED AT EQUIPMENT

COMPONENTS OR DEVICES

LOCATED AT MCC

COMPONENTS OR DEVICES

MAGNETIC OVERLOAD

OVERLOAD COIL

FUSED DISCONNECT SWITCH

FUSE

DISCONNECT SWITCH

AIR CIRCUIT BREAKER

FITTING AS REQUIRED

CONNECTION OF CONDUCTORS,

NOT CONNECTED

CROSSING OF CONDUCTORS,

G=GREEN, R=RED, Y=YELLOW, B=BLUE

INDICATING LIGHT:

O=OPEN, C=CLOSE

MOTOR STARTER RELAY (42)

N.O. LIMIT SWITCH

HEATER

PRESSURE SWITCH

MOTOR

OVERLOAD RELAY CONTACTS

(MAGNETIC)

GROUND CONNECTION

("ON-OFF", ETC.)

SINGLE POLE TOGGLE SWITCH,

MOMENTARY OPEN

NORMALLY CLOSED PUSH-BUTTON

MOMENTARY CLOSE

NORMALLY OPEN PUSH-BUTTON

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

EXPOSED CONDUIT

CONDUIT RUN UNDERGROUND OR IN CONCRETE

CONDUIT RUN - CHANGE IN ELEVATION

CONDUIT BENDS TOWARD OBSERVER

CONDUIT BENDS AWAY FROM OBSERVER

CONDUIT CAPPED

SINGLE POLE SWITCH

15A, 125V, DUPLEX RECEPTACLE, NEMA 5-15R

DISCONNECT SWITCH

MOTOR, HORSEPOWER AS SHOWN

TRANSFORMER

HEATER

AIR TERMINAL

BALANCED MAGNETIC SWITCH

IR MOTION DETECTOR

SECURITY ALARM HORN

KEYPAD

" X 10'4

GROUND ROD,

GROUND ROD CONNECTION

GROUND CONNECTION

EXISTING POLE

NEW POLE

EXISTING POLE TO BE REMOVED

EXISTING TRANSFORMER

NEW TRANSFORMER

EXISTING GUY

NEW GUY

ELECTRICAL SERVICE TO PUMPS

DUCTBANK FOR UNDERGROUND

NEW OVERHEAD TELEPHONE LINE

TELEPHONE LINE

EXISTING OVERHEAD

TELEPHONE LINE

EXISTING UNDERGROUND

TELEPHONE LINE

NEW UNDERGROUND

NEW OVERHEAD FPL POWER LINE

POWER LINE

EXISTING OVERHEAD FPL

P=NEW POLE

E=EXISTING POLE

POLE DESIGNATION NUMBER:

"M" MONITORING WELL PANEL

"H" ELECTRICAL HANDHOLE

"J" JUNCTION BOX OR FITTING

GROUNDING TEST WELL

LP-1/3/5

S

M

TX

H

A

IR

P

F

M

C

I

NT

T

NT

T

NE

E

P-1

J1

T

OL

M

R

TS

50A

30A

30A

MTR

OTS

CTS

OLS

CLS

GIL

RIL

YIL

BIL

MC

O

MC

C

MT

WV

A

V

W

F

DM

TVSS

PLAN SCHEMATIC DIAGRAM SINGLE LINE DIAGRAM

(NOT ALL SYMBOLS WILL APPLY TO THIS PROJECT)ELECTRICAL SYMBOL LEGEND

CONDUCTORS. LONGER MARK INDICATE NEUTRAL.

CROSS MARKS INDICATE NUMBER OF

HOME RUN TO PANEL "LP". CIRCUITS #1/3/5.

ES

UNDERGROUND

NEW ELECTRICAL SECONDARY

A

FIBER OPTIC CABLE

DUCT BANK FOR UNDERGROUND

PUMP RECEPTACLE POWER WIRING

MONITORING WELL, CAMERA, AND

DUCT BANK FOR UNDERGROUND

CONTROL WIRING

DUCT BANK FOR UNDERGROUND

INJECTION WELL POWER WIRING

DUCT BANK FOR UNDERGROUND

O C

T O

B E

R

N /A

N /A

-H

H D

R C

R

IP

-E -0

.D

G N

V .L

J .D .H

V .L

S .J .P

E L E

C T

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IC

A L

S Y

M B

O L L

E G

E N

D

E-01

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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

E

J A

C K

S O

N V

IL

L E F

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IG

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N /A

N /A

N /A

A S S

H O

W N

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O E -S

A J P

W P J

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

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S

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AMPERES

AMP FRAME

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMPERE INTERRUPTING CURRENT

AMMETER

ANNUNCIATOR ON LIGHT

AMMETER SWITCH

ANNUNCIATOR TEST, AMP TRIP

BLACK

BREAKER

BLUE

BALANCED MAGNETIC SWITCH

BISTATIC MICROWAVE SENSOR

BROWN

CLOSE, CONDUIT

CONTROL RELAY

CIRCUIT BREAKER CONTROL SWITCH

CURRENT TRANSFORMER

CURRENT TEST BLOCK

DIRECT CURRENT

DISCONNECT SWITCH

ELEVATION

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

HEATING, VENTILATION, AIR CONDITIONING

HERTZ

JUNCTION BOX

KILOVOLT AMPERES

KILOVAR

KILOVARHOUR

KILOWATTHOUR

A

AF

AFF

AFG

AIC

AM

AOL

AS

AT

BK

BKR

BL

BMS

BMWS

BN

C

CR

CS

CT

CTB

DC

DS

GND

HVAC

HZ

JB

KVA

KVAR

KVH

KW

KWH

I&C INSTRUMENTATION AND CONTROLS

BC

G,GN

CP CONTROL PANEL

KILOWATTS

HORSEPOWERHP

GFI

CGB COMMUNICATIONS GROUND BAR

GB GROUND BAR

EL

E EAST

ELECTRICALELEC

EXT

EWH ELECTRIC WATER HEATER

EXTERIOR

FLR FLOOR

AIR HANDLING UNITAHU

EBC ENGINE BATTERY CHARGER

EM ELECTRIC MOTOR

JWH JACKET WATER HEATER

DPM DIGITAL POWER MONITOR

CDB CONCRETE DUCT BANK

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR STARTER

MCB

MCC

MCP

MS

LV LOW VOLTAGE (600V OR LESS)

MOV MOTOR OPERATED VALVE

LTS LIGHTS

LOR

MBP MANUAL BYPASS

MECH MECHANICAL

MOD MOTOR OPERATED DAMPER

MAIN CONTROL PANEL

NOT APPLICABLE

ORANGE

OFF-AUTO SWITCH

OVERLOAD

POLE

POWER SUPPLY

POWER FACTOR

POTENTIAL TRANSFORMER

RACEWAY, RED

RECEPTACLE

SWITCH

TEMPERATURE SWITCH

TYPICAL

VOLTS

DC VOLTS

VOLTMETER

VOLTAGE REGULATOR AUTO-OFF-MANUAL SWITCH

VOLTMETER PHASE SELECTING SWITCH

WATTMETER

WEATHERPROOF

TRANSFORMER

YELLOW

R

SW

TS

TYP

V

VDC

VM

VRS

VS

W

WHD

WM

WP

XFMR

Y

N/A

O

OAS

1 PH

3 PH

P

P/S

PF

PT

TP TELEPHONE DISTRIBUTION PANEL

T TRANSFORMER

VAC AC VOLTS

UNINTERRUPTIBLE POWER SUPPLYUPS

SINGLE PHASE

THREE PHASE

KILOWATT HOUR METER WITH DEMAND REGISTER

WHITE, WIRE, WEST

N NORTH

OPER OPERATING

SOUTHS

REF REFRIGERATOR

RTM RUNTIME METER

PFC POWER FACTOR CAPACITOR

PICK-UP

SHUNT TRIP

SST SOLID-STATE TRIP

ST

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

VR VIBRATION RELAY

RGS

NOT TO SCALENTS

NIC NOT IN CONTRACT

FPL FLORIDA POWER AND LIGHT

SPARE

NORMALLY OPEN

SP

N.O.

IRH INFRARED HEATER

N.C. NORMALLY CLOSED

PLC PROGRAMMABLE LOGIC CONTROLLER

PTT PUSH TO TEST

LIGHTNING ARRESTOR

GREEN, GROUND

REC

RIGID GALVANIZED STEEL

SCC STATION CONTROL PANEL

BARE COPPER WIRE TYPE BC1

LOCKOUT RELAY

LOCAL-OFF-REMOTE,

LA

PU

EW EXTRACTION WELL

IW INJECTION WELL

MW MONITORING WELL

UGE UNDERGROUND UTILITY

OVERHEAD UTILITY

OL

OHE

20-GAUGE STEEL CHANNEL AND COVER, CLEAR IMPACT-RESISTANT POLYCARBONATE LENS, ASYMMETRIC (ASY) DIST.

59LED 59 WATTS, 4100K CRI 65, 55" IMPACT-RESISTANT POLYCARBONATE HOUSING, ENCLOSED AND GASKETED, TYPE III DIST, IMPACT-RESISTANT AND TEMPERED GLASS LENS WITH VANDAL GUARD, PHOTOCELL 63LED 74 WATTS, 4100K CRI 65, ALUMINUM HOUSING, DARK BRONZE FINNISH, ENCLOSED AND GASKETED, 10' POLE, 4" ROUND ALUMINUM SHAFT, HINGED BASE WITH HANDHOLE, DARK BRONZE FINISH

TYPE III DIST, IMPACT-RESISTANT AND TEMPERED GLASS LENS WITH VANDAL GUARD, INTEGRAL ARM, PHOTOCELL.

63LED 108 WATTS, 4100K CRI 65, ALUMINUM HOUSING, DARK BRONZE FINNISH, ENCLOSED AND GASKETED, 120V

120V

120VLED

LED

LEDA

C

D

GENERAL NOTES:

PROJECT ABBREVIATIONS

LIGHTING FIXTURE SCHEDULE

TYPE LAMP VOLTAGE DESCRIPTION

MOUNTING STYLE AND HEIGHT

AS REQUIRED BY LOCAL UTILITY.

24. PROVIDE PROTECTIVE BOLLARDS FOR UTILITY HANDHOLE

AND STAINLESS STEEL.

23. EXTERIOR ENCLOSURES OR PANELS SHALL BE NEMA 4X

PADLOCKS. SEE SPECIFICATIONS.

ACCEPT PADLOCK. PROVIDE SAME KEY FOR ALL

LOCATED OUTSIDE THE STRUCTURE SHALL BE ABLE TO

22. ALL ELECTRICAL AND CONTROL ENCLOSURES OR PANELS

MEET WIND LOAD CRITERIA. SEE SPECIFICATIONS.

21. LIGHT POLE, CAMERA POLE, AND ANTENNA POLE SHALL

STRUCTURE.

ADJUSTMENTS AS NECESSARY TO ACCOMMODATE THE

BOTTOM OF FIXTURE. CONTRACTOR SHALL MAKE

20. ALL MOUNTING HEIGHTS ARE APPROXIMATELY TO THE

RAILINGS AT THE STRUCTURE.

AS DOOR, WINDOW, EXHAUST FAN, AND ETC.) AND ALL THE

EXTERIOR METAL PARTS INCLUDING METAL FRAMES (SUCH

19. CONTRACTOR SHALL PROVIDE PROPER GROUNDING TO ALL

ELECTRICAL WORK.

18. CONTRACTOR SHALL PERFORM LOCKOUT TAGOUT DURING

ENCLOSURE.

UTILIZED, PROVIDE BONDING JUMPERS FROM BUSHING TO

17. WHERE CONCENTRIC RING KNOCKOUTS ARE BEING

FPL REQUIREMENTS.

LEVEL AND SIZED IN ACCORDANCE WITH NEC AND NESC OR

SIDEWALKS OR CURBS OR PLACED ON GRADED GROUND

WITH COVER, NEMA 4X. PULL BOX SHALL BE FLUSH WITH

16. PROVIDE RAINPROOF CONCRETE PULL BOX, AS REQUIRED,

CONDITIONS. SEE SPECIFICATIONS.

SYSTEM SHALL NOT EXCEED FIVE OHMS UNDER DRY

15. MAXIMUM RESISTANCE-TO-GROUND OF GROUNDING

LOCKOUT DEVICES.

14. ALL CIRCUIT BREAKERS SHALL BE ABLE TO ACCEPT

BE COLOR CODED INSULATION.

13. ALL CONDUCTORS IN SIZE OF #12 AWG AND LARGER SHALL

10 AWG OR LARGER UNLESS OTHERWISE SPECIFIED.

12. ALL CONDUCTORS SHALL BE COPPER WITH XHHW2 OR EPR,

OR PANELS.

CONDUIT PENETRATIONS THROUGH WALLS, ENCLOSURES

11. PROVIDE CONDUIT SEALING WITH PUTTY MATERIAL AT ALL

CONTROL BUILDING CEILING

SURFACE MOUNTED TO

WALL MOUNTED 7'-6" AFF

CONTROL BUILDING EXTERIOR

SLC STRUCTURE LOCAL CONTROL

OPERATING PLATFORM

AT LAKESIDE AND LANDSIDE

POLE MOUNTED 10' HEIGHT

AT RIGHT ANGLES WITH 6 INCHES SEPARATION.

INSTRUMENTATION WIRING CONDUIT PERPENDICULARLY

POWER WIRING CONDUIT SHALL ONLY CROSS

WIRING CONDUIT INSTALLED PARALLEL SHALL BE 12 INCHES.

POWER WIRING CONDUIT AND INSTRUMENTATION

POWER WIRING. MINIMUM DISTANCE ALLOWED BETWEEN

10. INSTRUMENTATION WIRING SHALL BE SEPARATED FROM

UTILITY LINES.

A MINIMUM SEPARATION OF 13 INCHES FROM THE OTHER

PROTECTED BY PVC SCH 80 PLASTIC CONDUIT AND KEPT AT

OTHER UTILITY FACILITIES, SERVICE CABLE SHALL BE

9. IN THE AREAS WHERE CABLES CROSS GAS, SEWAGE AND

CONDUIT TERMINATIONS TO HOIST ASSEMBLY.

AND SUBJECT TO VEHICULAR TRAFFIC. PROVIDE FLEXIBLE

CONCRETE FOR PRIMARY POWER LINE AND WHERE BURIED

SCHEDULE 80. USE PVC SCHEDULE 80 ENCASED IN

ALL BURIED OR EMBEDDED CONDUIT SHALL BE PVC

8. ALL EXPOSED CONDUIT SHALL BE PVC COATED RGS.

AREAS SHALL BE CONCEALED FROM VIEW.

POSSIBLE. CONDUIT INSTALLED IN FINISHED INTERIOR

CONDUIT SHALL BE ROUTED INSIDE BUILDING IF

OR SIMILAR FEATURES UNLESS OTHERWISE NOTED.

CONDUIT SHALL BE INSTALLED ON HANDRAIL, LADDER,

OPERATION REQUIREMENTS BY NEC AND NESC. NO

STRUCTURE ACCORDINGLY AND MAINTAIN SAFE

7. COORDINATE EXPOSED CONDUIT INSTALLED ON

ALL SYSTEMS.

MANUFACTURER'S DATA FOR PROPER FUNCTIONING OF

INSTALLATION OF EQUIPMENT IN ACCORDANCE WITH

RESPONSIBLE TO COORDINATE LAYOUTS AND

WORKED TOGETHER. CONTRACTOR SHALL BE

CIRCUIT SCHEDULES, AND ELECTRICAL PLANS SHALL BE

6. WIRING DIAGRAM, ONE-LINE DIAGRAM, CONDUIT AND

IN WHICH CASE THE LOCAL REGULATIONS SHALL GOVERN.

EXCEPT WHERE LOCAL REGULATIONS ARE MORE STRINGENT

ELECTRICAL SAFETY CODE (NESC) SHALL BE FOLLOWED

NATIONAL ELECTRICAL CODE (NEC) AND NATIONAL

PLANS AND SPECIFICATIONS. THE LATEST EDITION OF THE

AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE

5. ALL CONSTRUCTION WORK SHALL BE DONE IN A THOROUGH

OTHERWISE NOTED.

4. ALL WORK SHALL BE DONE BY CONTRACTOR UNLESS

AT NO COST TO GOVERNMENT.

TEMPORARY UTILITY REQUIRED DURING THE CONTRACT

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

TELEPHONE: 1-800-226-4024, EXT. 6216

MARK GOODWIN

MOORE HAVEN , FL 33471-0519

P.O. BOX 519

GLADES ELECTRIC COOPERATIVE, INC.

REPRESENTATIVE AND UTILITY COMPANY.

COORDINATED WITH THE CONTRACTING OFFICER'S

2. UTILITY WORK SUCH AS POWER LINE SHALL BE

LICENSED ELECTRICAL CONTRACTOR.

1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A

O C

T O

B E

R

N /A

N /A

-H

H D

R C

R

IP

-E -0

.D

G N

N /A

J .D .H

V .L

S .J .P

E L E

C T

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IC

A L

A B

R E

V

IA

T

IO

N S A

N D G

E N

E R

A L N

O T

E S

E-02

A

A

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

C -4

D -4

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

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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

Y

D A

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F

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B E

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S U

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D B

Y

P L

O T S

C A

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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

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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

INCLINOMETER NO.1

FLAP GATE

SC11

JUNCTION BOX #1

PLUG TRAP

GATE SENSOR

SC01

PC01

RECEPTACLE (TYP.)

STATION AND

FOR PUSH-BUTTON

NEMA 4X ENCLOSURE

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

SC31

SC41

RC11

RC12

SC01 PC01

SC11 PC11 CC11

SC21

P5

PC51

PC31

PC02SC02

CC12PC12SC12

SC22

PC03

CC13PC13

PC04

CC14PC14

PC05

CC15PC15

PC06

CC16PC16

PC32CC1

CC2 SC13 SC14 SC15 SC16

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,

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DEPENDS ON YOU

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CONTINUED

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TO STRUCTURE

J. BOX

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J. BOX

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GATE

SENSOR

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DISC.

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MOTOR

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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

HEAD AND TAIL STILL. WELLS

GATE 1 & 2 INCLINOMETERS

GATE 1 & 2 POS. SENSORS

2" CONDUIT, SC61 :

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MOTOR

DISC.

MOTOR

DISC.

MOTOR

SENSOR

POSITION

GATE 1A

ACTUATOR

GATE 1A

DISC.

MOTOR

SENSOR

POSITION

GATE 1B

ACTUATOR

GATE 1B

SENSOR

POSITION

GATE 2A

ACTUATOR

GATE 2A

SENSOR

POSITION

GATE 2B

ACTUATOR

GATE 2B

NIC

ACE-3600

CONTROL

LOCAL

STRUCTURE

LANDSIDE

CONTROL

LOCAL

STRUCTURE

LAKESIDE

DISCONNECT

NEMA4X

DISCONNECT

NEMA4X

DISCONNECT

NEMA4X

RECEPTACLE

STATION &

PUSH-BUTTON

ENCLOSURE FOR

NEMA4X

ACTUATOR NO. 2A

BOTTOM GATE

240V, 1PH

ACTUATOR NO. 2B

BOTTOM GATE

240V, 1PH

ACTUATOR NO. 1A

BOTTOM GATE

240V, 1PH

ACTUATOR NO. 1B

BOTTOM GATE

240V, 1PH

PC05

PC06

SC15

SC16

CC16

CC15

PC03

PC04

PC32

SC14

CC2

SC13

CC15

PC15

SC15

CC16

PC16

SC16

CC13

PC13

SC13

CC14

PC14

SC14

DISCONNECT

NEMA4X

CABLE

GROUND

# 2/0 BC

CABLE

GROUND

# 2/0 BC

NOTES:

KEY NOTES:

SCALE: N.T.S.

LANDSIDE CULVERT GATE ELECTRICAL PLAN

INSTRUMENTATION WIRING.

2. PROVIDE SEPARATE PULL BOXES FOR POWER WIRING AND

ON DRAWING E-10.

TO CONTROL BUILDING GROUND LOOP. SEE GROUNDING DETAILS

EXPOSED METALS TO #2/0 AWG BC GROUND CABLE THAT CONNECTS

AND FRAMES, GATE EQUIPMENT, HANDRAILS, AND ALL OTHER

1. BOND TO STRUCTURAL FOUNDATION (REBARS), METAL SUPPORTS

PC

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IN

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"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,

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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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T

IO

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