B.08.02 Plans, Big Fishweir Creek FY22 (W912EP22R0002).pdf

PDF 18 MB Posted Apr 4, 2022

Attached to: Big Fishweir Creek, Aquatic Ecosystem Restoration Continuing Authorities Program (CAP) Section 206, Duval County, Florida
Solicitation number: W912EP22R0002
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes a federal contract solicitation for aquatic ecosystem restoration work on Big Fishweir Creek in Florida. The U.S. Army Corps of Engineers seeks a contractor to dredge portions of Big Fishweir Creek and Little Fishweir Creek, transporting dredged materials to the Bartram Island Disposal Area. Work includes turbidity monitoring, endangered species monitoring, vibration control monitoring, debris removal, and coordination for disposal of effluent water. Bids are due by the date specified in solicitation number W912EP22R0002. The selected contractor will perform dredging and disposal to restore the aquatic ecosystem of Big Fishweir Creek in Duval County, Florida.

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Other files

File	Type	Posted
B.08.03 W912EP22R0002 BFWC Amendment 0002.pdf	PDF	Apr 22, 2022
B.07.01 W912EP22R0002 BFWC Pre-Proposal Conference MFR, Presentation, and Roster.pdf	PDF	Apr 21, 2022
B.07.01 W912EP22R0002 Pre-bid Site Visit Memo 04-19-22.pdf	PDF	Apr 21, 2022
B.08.03 W912EP22R0002 BFWC Amendment 0001.pdf	PDF	Apr 19, 2022
B.08.02 GDR, Big Fishweir Creek FY22 (W912EP22R0002).pdf	PDF	Apr 4, 2022
B.08.02 Specs Vol. II, Big Fishweir Creek FY22 (W912EP20R0002).pdf	PDF	Apr 4, 2022
B.08.02 Specs Vol. I, Big Fishweir Creek FY22 (W912EP22R0002).pdf	PDF	Apr 4, 2022

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BIG FISHWEIR CREEK

AQUATIC ECOSYSTEM RESTORATION

DUVAL COUNTY, FLORIDA

JACKSONVILLE DISTRICT

CONTINUING AUTHORITIES PROGRAM (CAP) SECTION 206

DISPOSAL AREA

BARTRAM ISLAND

(DREDGING AREA)

B I G F I S H W E I R C R E E K

SHEET INDEX

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ABBREVIATIONS AND SYMBOLS

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DREDGING PLAN BIG FISHWEIR CREEK - STA. 0+00 TO STA. 6+00

DREDGING PLAN BIG FISHWEIR CREEK - STA. 6+00 TO STA. 11+50

DREDGING PLAN BIG FISHWEIR CREEK - STA. 11+50 TO STA. 18+50

DREDGING PLAN BIG FISHWEIR CREEK - STA. 18+50 TO STA. 25+00

DREDGING PLAN BIG FISHWEIR CREEK - STA. 25+00 TO STA. 31+00

DREDGING PLAN BIG FISHWEIR CREEK - STA. 31+00 TO STA. 37+00

DREDGING PLAN BIG FISHWEIR CREEK - STA. 37+00 TO STA. 44+00

DREDGING PLAN BIG FISHWEIR CREEK - STA. 44+00 TO STA. 50+00

DREDGING PLAN BIG FISHWEIR CREEK - STA. 50+00 TO STA. 55+38

DREDGING PLAN LITTLE FISHWEIR CREEK - STA. 0+00 TO STA. 5+50

DREDGING PLAN LITTLE FISHWEIR CREEK - STA. 5+50 TO STA. 10+71

DISPOSAL AREA - BARTRAM ISLAND

CONTRACT NO.: W912EP22R0002

C-13 EXISTING CONDITIONS - STAGING AND ACCESS AREA

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EXTERIOR ELEVATION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

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Q - EQUIPMENT

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LEGEND - GEOTECHNICAL BORINGS

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

UPLAND DISPOSAL AREA

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

ELEVATION AND LOCATION

1 ACCEPTANCE SECTION

PROJECT CHANNEL

DREDGING AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

49.5

NAVD88

0.57' 0.63'

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

TITLE

PID AF31

STAGING / UNLOADING AREA

DISCIPLINE DESIGNATOR

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

PLAN VIEW

VIBRACORE BORING

VB-JH99-22

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(SEE SURVEY NOTE 11)

SURVEY NOTES

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(CONCLW)

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EXISTING SEWER LINE

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UNITED STATES COAST GUARD

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UNITED STATES ARMY CORPS OF ENGINEERS

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TOLERANCE

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STATION

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SHEET

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REQUEST FOR INFORMATION

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OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

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FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

EDGE OF WATER

EDGE OF BERM

ENVIRONMENT

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE UNIT

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

AREA BELOW THE MHW LINE

MHW LINE

8. NO WOODY WETLAND VEGETATION SHALL BE REMOVED WITHOUT CONTRACTING OFFICER APPROVAL.

SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

6. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL CENTERLINE.

SHOWN BELOW THE REFERENCED DATUM ARE ASSIGNED THE NEGATIVE SYMBOL (-).

REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS

5. UNLESS OTHERWISE INDICATED, ALL VERTICAL ELEVATIONS ARE IN U.S. SURVEY FEET AND

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

REFERENCED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM EAST ZONE (0901)

4. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL COORDINATES ARE IN U.S. SURVEY FEET

U.S. SURVEY FEET.

3. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF

(AERIAL IMAGERY DATED APR 2017).

THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS

AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR

FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS

2. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY

TIDAL RELATIONSHIPS

0.06'

MSL

MLW

MLLW

MHW

MHHW

0.62'

0.53'

11. DATUMS FROM NOAA STATION 8720296 (ORTEGA RIVER ENTRANCE, FL.).

AND STATE LAWS REGULATING THE PRACTICE OF SURVEYING AND MAPPING IN THE STATE OF FLORIDA.

SURVEYING, 31 DEC 2013, USACE EM 1110-1-1005 CONTROL AND TOPOGRAPHIC SURVEYING, 01 JAN 2007, WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

10. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

REPRESENTS THE RESULT OF THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

9. THE INFORMATION DEPICTED ON THESE DRAWINGS, AND WITHIN THE SUBMITTED DATA FILES, ODOM DIGI-BAR VELOCIMETER. HIGH FREQUENCY SOUNDINGS ARE SHOWN IN THE DRAWINGS.

FILES ARE REFERENCED IN THE FIELD NOTES. SOUND VELOCITY PROFILES WERE CAPTURED USING AN

QUALITY ASSURANCE DATA WAS COLLECTED DAILY AND RECORDED IN HYPACK LINE FILES. THE DATA

ODOM ECHOTRAC CV100 FATHOMETER OPERATING AT BOTH 28KHZ AND 200KHZ. CALIBRATION AND

8. THE HYDROGRAPHIC SURVEY WAS COMPLETED UTILIZING RTK/GPS, APPLANIX POS MV WAVEMASTER, TO MAINTAIN QUALITY CONTROL DURING FIELD OPERATIONS.

LEVELING) METHODOLOGIES. ROUTINE CHECKS TO PUBLISHED/ESTABLISHED MARKS WERE PERFORMED

7. TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS AND CONVENTIONAL SURVEYING (TOTAL STATION,

6. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY FEET.

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

REALIZATION OF 2011, NAD83 (2011), STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (0901).

4. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983,

-TITLE COMMITMENTS AND BOUNDARY SURVEY

-MEAN HIGH WATER LINE DELINEATION

-UTILITY LOCATION

-BRIDGE DETAILS

-MUCK PROBE DATA ACQUISITION

-STABILITY STRUCTURE DATA ACQUISITION

-TOPOGRAPHIC AND HYGROGRAPHIC SURVEY DATA COLLECTION

CREEK PROJECT:

3. THIS SURVEY CONSISTED OF THE FOLLOWING EFFORTS IN AND AROUND THE BIG AND LITTLE FISHWEIR

THE DATES 12 DECEMBER 2018 AND 27 FEBRUARY 2019.

2. THIS SURVEY WAS PERFORMED BY DEGROVE SURVEYORS, INC., OF JACKSONVILLE FLORIDA, BETWEEN

1. REFER TO SURVEY 18-213.

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PENSACOLA

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ORLANDO

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LOCATION

CANAVERAL

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ATLANTIC

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S T A T E O F F L O R I D A

D U V A L C O U N T Y

200' 400'0

AVONDALE

O R T E

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FAIRFAX

C I T Y O F J A C K S O N V I L L E

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G-03

PROJECT OVERVIEW

Y=2166000

Y=2168000

Y=2164000

PROJECT LIMITS

ACCESS AREA

STAGING AND

H W

R E E

T L E

S T J

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TOTALS

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BIG FISHWEIR CREEK STA 35+33.02 TO 55+38

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

(CY)

REQUIRED DEPTH

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

TOTAL VOLUME

WIDENER STA 33+19 TO STA 35+33.02

LITTLE FISHWEIR CREEK STA 1+50 TO 9+57 AND

4,100

18,000

2,800

4,200

20,800

5,000

1,200

22,800 27,000

BARTRAM ISLAND DISPOSAL AREA

APPROXIMATELY 14 MILES TO

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POINT (Y) NORTHING(X) EASTING

CHANNEL CL CONTROL POINTS

17 18 19

24 25

TA.

.00

TA.

P I S

. 5

+0 4.

P I S T A .9

P I S T A .6

P I S

T A .1

P I S

T A .3

P I S

T A .4

P I S T A .1

P I S

T A . 9

+1 9.

P I S

T A . 1

0+ .2

P I S T

A .5

P I S

T A .1

P I S

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P I S

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P I S

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P I S

T A .0

P I S

T A .2

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P I S

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P I S

T A .3

P I S

T A .5

P I S

T A .6

P I S T A .7

TA.

STA.

. 5

S T A . 6

S T

S T A

. 1

S T A

S T

. 3

STA.

. 4

S T A . 5

S T A . 6

S T

. 9

S T A

S T

. 3

STA.

431,679.84

431,589.85

431,525.42

431,455.45

431,337.06

431,082.94

430,518.03

430,197.20

430,093.61

430,011.41

429,951.08

429,866.29

429,821.35

429,766.63

429,739.69

429,679.96

429,610.83

429,582.78

429,527.33

429,488.22

429,426.96

429,394.07

429,382.80

429,280.58

429,236.31

429,200.64

429,125.80

429,068.75

429,037.30

429,019.24

2,165,924.24

2,166,028.80

2,166,065.43

2,166,089.86

2,166,110.66

2,166,129.41

2,166,122.52

2,166,133.09

2,166,167.97

2,166,171.79

2,166,158.15

2,166,135.09

2,166,130.71

2,166,135.77

2,166,145.47

2,166,194.46

2,166,279.27

2,166,305.97

2,166,339.41

2,166,354.97

2,166,374.01

2,166,397.65

2,166,407.16

2,166,517.55

2,166,572.89

2,166,630.02

2,166,769.31

2,166,860.84

2,166,912.07

2,166,947.92

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

DEG-4

DUV 36

DUV 37

18-213 SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

BC2453

BC2452

N/A

11.30

11.22

8.52

DUV 37

DUV 36

DEG-4

431,050.SC

430,960.SC

428,910.07

2,166,040.SC

2,166,200.SC

2,166,941.09

80' 160'0 G-04

CHANNEL CONTROL DATA

CHANNEL CENTERLINE

EDGE OF WATER

B R I D G E

Y=2167200

Y=2166400

Y=2165600

Y=2164800

ATCH

EET

G -0

STA.

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RE-CERT. OF BCOES

POINT (Y) NORTHING(X) EASTING

CHANNEL CL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

CHANNEL CL CONTROL POINTS

431,840.77

431,923.06

432,021.73

432,086.01

432,138.36

432,191.07

432,251.93

432,433.54

432,547.85

2,165,669.31

2,165,747.93

2,165,853.82

2,165,958.45

2,166,103.44

2,166,165.45

2,166,223.24

2,166,361.65

2,166,458.79

P I S

T A . 0

P I S

T A . 1

P I S

T A . 3

P I S

T A . 4+

62.28

PI STA. 5+43.66

PI STA. 6+97.81

P I S

. 8+20.60

P I S

T A . 9+

65.35

P I S

T A . 1

TA.

P I S

. 4

1+ .9

P I S T A .6

P I S T A .2

STA.

2.8

STA.

4.3

STA.

6.5

PI STA. 55+

37.93

S T A . 0

S T A . 1

S T A . 2

S T A . 3

S T A . 4

. 5+00

STA. 6+00

STA. 7+00

STA. 8+00

S T A . 9+00

S T A . 1

STA.

S T A . 4

S T

. 4

STA. 49+0

. 5

STA. 52+

STA. 53+

STA. 54+

STA. 55+

S T A . 0

S T A . 1

S T A . 2

S T A . 3

S T A . 4

STA. 5+50

STA. 6+50

STA. 7+50

S T A . 8+50

S T A . 9+50

S T A . 1

STA.

S T A . 4

S T

. 4

STA. 48+5

. 4

. 5

STA. 51+

STA. 52+

STA. 53+

STA. 54+

432,923.29

432,854.66

432,736.53

432,721.55

432,537.82

432,348.89

432,253.16

432,185.99

432,084.85

431,996.35

431,900.05

431,840.77

431,781.51

431,745.30

2,163,941.17

2,164,336.68

2,164,488.21

2,164,598.71

2,164,827.74

2,164,929.45

2,165,035.36

2,165,131.60

2,165,293.06

2,165,419.81

2,165,580.29

2,165,669.31

2,165,758.28

2,165,812.65

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

DEG-3

18-213 SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88

HORIZONTAL AND VERTICAL CONTROL

VERTICAL CONTROL

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

872 0296 D TIDAL

DUV 35

DEG-3

DEG-2

DEG-1

DI0180

BC2451

N/A

2,162,276.71

2,168,230.SC

2,165,878.35

2,166,899.48

2,166,542.02

10.10

23.01

3.57

9.74

2.60

433,915.54

433,830.SC

431,949.00

432,284.73

432,593.12

80' 160'0 G-05

CHANNEL CONTROL DATA

CHANNEL CENTERLINE

EDGE OF WATER

Y=2166400

Y=2165600

Y=2164800

DUV 35

872 0296 D TIDAL

ATCH

EET

G -0

STA.

B I G F I S H

W E I R

C R E E K

V E R

L I

T T

L E

F I S H W E I

C R E E K

DEG-2

DEG-1

G E

N E

A N

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L C

O N

T R

O L D

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

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RE-CERT. OF BCOES

-5.8

-5.7

-5.6

-5.2 -4.9

-4.8

-4.5

-4.3

-4.2 -4.1

-4.0 -4 .0

-3.9

-3.8

-3.6

-3.5

-3.4

-3.3

-3.2

-3 .2

-3.1

-3.0

-2.9

-2.8

-2 .7 -2.7

-2.6

-2.5

-2.4

-2.3

-2.2

-2.1

-2.0

-1 .9

-1.9

-1.8

-1.7

-1.6

-1.5

-1.4

-1.3

-1.2

-1.1

-1.0

-0.9

-0

-0.8

-0.7

-0.6

-0.5

-0.4

-0.3

-0.2

-0.1

-0 .1

-0.0

0.0

0.10.1

0.1 0.1

0.1

0.2

0.3

0.3 0.3

0.3

0.4 0.4

0.4

0.5

0.6 0.6

0.7

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.7 1.7

1.7

1.8

1.9

1.9 2.0

2.0

2.1

2.1 2.1

2.1

2.1 2.1

2.1

2.12.2

2.2

2.3

2.4

2.4 2.5

2.5

2.52.5

2.6

2.7

2.7 2.8

2.8

2.9

2.9 2.9

2.9

3.0

3.0 3.1

3.23.2

3.2

3.3

3.4

3.5 3.5

3.5

3.7

4.26.9

6.9

C-01

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

-10

E L E

V A

N I

N F

E E

T N

A V

0 50 100 150 175-50-100-150-175

-5

-10

E L E

V A

N I

N F

E E

T N

A V

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-01

CROSS SECTION AT STA. 3+00

ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -4.0 FOOT

GRADE

EXISTING

C H

A N

N E

L C

E N

T E

R L

DREDGING AREA - 4' WIDTH

DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

W O

O D W

A L

K 3 S

T O

N E W

A L

0.8' CO

NCRETE HEADW

ALL

0.8' CO

NCRETE HEADW

ALL

NCRETE SIDEW

ALK

24" CO

NCRETE CURB & G

UTTER

24" CO

NCRETE CURB & G

UTTER

24" CO

NCRETE CURB & G

UTTERCO

NCRETE

CONCRETE

R C P

INVERT: 4.14'

V .0

M A

N H

O L E

D R

A G

V -0 .9

V -1 .0

M A

N H

O L E

D R

V E

R T -0 .9

R C

E R

T -0 .9

R C

V E

R T -1 .5

V C

W O

O D W

A L

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

C O

N C

R E

T E R

E T

G W

A L L

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

VB-BFWC19-01

20' 40'0

C-01

O O

T C

H A

N N

E L W

X=4

BOAT HOUSE

EDGE OF EXISTING WATER

M A

T C

H L

E C

-0 S

T A . 6

B I G F I S H W E I R C R E E K

S T

MHW LINE

S T

A T

DREDGING PLAN

D R

E D

G P

H W

R E

E K

HTPEDREVO ELBAWOLLA TOOF 5.0- SULP HTPED DERIUQER TOOF 4-

R O O S E V E L T B L V D.

EBB

FLOOD

)52 75 10 NOITCES OT REFER( AERA SIHT NI DERIUQER ERA SNIATRUC YTIDIBRUT

S T

A T

N N

D E

N E

D B

D E

S C

M A

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D B

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R A

C T N

C H

E C

K E

D B

D R

A W

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U E D

A T

2 3 4 5 6 7 8 9 10 11 12

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US Army Corps

U .S

A R

M Y C

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P S O

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RE-CERT. OF BCOES

-6

-5

-2 .1

.2 0 .2

0.3

0.5

0.8 0.

1.2

.2 1 .2

1.8

2.0

2.1

2.3

2.5

C-02

KEY PLAN INSERT

C-09C -0

C-

C -0 /C -1

C -0

C-

C -0

C -1

C -11

S T

A 0 S

T A

S T

8 9

15 16

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0 50 100-50-100

-5

-10

E L E

V A

N I

N F

E E

N A

V D

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0 50 100-50-100

-5

-10

E L E

V A

N I

N F

E E

N A

V D

C H

A N

N E

L C

E N

T E

R L

ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -4.0 FOOT

GRADE

EXISTING

C H

A N

N E

L C

E N

T E

R L

REQUIRED DEPTH -4.0 FOOT

ALLOWABLE OVERDEPTH -0.5 FOOT

GRADE

EXISTING

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-02

CROSS SECTION AT STA. 6+50

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-02

CROSS SECTION AT STA. 8+50

DREDGING AREA - 4' WIDTH DREDGING AREA - 4' WIDTH

DISTANCE FROM CENTERLINE IN FEET DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

P O S S

P R

G A

R E A

DOCK

WOOD

V E R T:

.0 2'

3" P

V C

V E R T:

.8 1'

E R

T -0 .4

E R

T .4

A B

RIP-RAP

EXISTING

ASP

HALT

VB-BFWC19-02

VB-BFWC19-03

VB-BFWC19-04

C-02

20' 40'0

Y =2

STAGING/ACCESS AREA

M A

T C

H L

E C

-0 S

T A

B I G F I S H W E I R C R E E K

MHW LINE

S T

A T

HTPEDREVO ELBAWOLLA TOOF 5.0- SULP HTPED GNIGDERD TOOF 4-

HTPEDREVO ELBAWOLLA TOOF 5.0- SULP HTPED DERIUQER TOOF 4-

DREDGING PLAN

D R

E D

G P

L A

N B

H W

R E

E K

O O

T C

H A

N N

E L W

EBB

OOD

)52 75 10 NOITCES OT REFER( AERA SIHT NI DERIUQER ERA SNIATRUC YTIDIBRUT

SANITARY LIFT STATION

M A

T C

H L

E C -0

T A . 1

SEE SHEET C-13

PROPERTY LINE

M E R R

A C A

V E

F A

PROPERTY LINE

FENCE/

FENCE

EXISTING

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

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US Army Corps

U .S

A R

M Y C

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P S O

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/2 /2

D R

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G D

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A N M

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C O B

L V

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A P S

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E /H T

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C H

W E

RE-CERT. OF BCOES

-6.

-6.3

-6.

-5.8

-5.7

-5.

-5.5

-5.4

-5.

-5.2

-5.1

-5.0

-4.

-4.7

-4.7 -4.6

-4.6

-4.5

-4.4

-4.

-4.2

-4.

-3.

-3.7

-3.

-2.

6 -2.

-2.

3 -2.

-2.

2 -2.

-2.

2 -2.

-2.

-2.0

-2.

-1.

-1.7 1.7

-1.

-0.

0.0

0.0 0.0

0.0

0.1

0.2

0.3

0.40.4

0.4

0.5

0.6

0.7

0.7 0.7

0.7

0.8

0.9

1.0

1.1

1.2

1.5

1.2

1.3

1.3 1.3

1.3

1.4

1.5

1.51.5

1.5

1.6

1.7

1.71.8

1.8

1.9

1.9 1.92.0

2.0

2.1

2.2

2.3

2.42.5

2.5

2.6 2.6

2.73.1

3.4

4.0

4.7 5.

C-03

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0 50 100-50-100

-5

-10

E L E

V A

N I

N F

E E

N A

V D

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0 50 100-50-100

-5

-10

E L E

V A

N I

N F

E E

N A

V D

C H

A N

N E

L C

E N

T E

R L

ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -4.0 FOOT

GRADE

EXISTING

C H

A N

N E

L C

E N

T E

R L

REQUIRED DEPTH -4.0 FOOT

ALLOWABLE OVERDEPTH -0.5 FOOT

GRADE

EXISTING

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-03

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-03

CROSS SECTION AT STA. 13+50 CROSS SECTION AT STA. 17+75

DREDGING AREA - 4' WIDTH DREDGING AREA - 4' WIDTH

DISTANCE FROM CENTERLINE IN FEET DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

DOCK

WOOD

DOCK

FLOATING

DOCK

WOOD

BUILDING

BOATHOUSE

WOOD FRAME

CONCRETE

C O

N C

R E

T E

A/C PAD

INVERT: 0.18'

3" ABS

V C

INVERT: -0.21'

TOP 2.13'

HEADWALL

CONCRETE

" A

B S

" P

V C

R C

INV. -2.22

TOP 0.52'

CONCRETE HEADWALL

E R

T -0 .3

INV. -2.22

TOP 0.52'

CONCRETE HEADWALL

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

V -2 .1

R E

T A

G W

A L L

C O

N C

R E

T E

STAMPED LB5488

FOUND 1/2" IRON PIPE

DOCK

SPRING AREA

POSSIBLE

ASPHALT

-R

A P

E X

-R

A P

E X

VB-BFWC19-05

VB-BFWC19-06

20' 40'0

C-03

P R

O P

E R

T Y L

Y=2166400

Y=2166300

Y=2166200

Y=2166100

Y=2166000

B I G F I S H W E I R C R E E K

S T

NO DREDGING

M A

T C

H L

E C

-0 S

T A . 1

MHW LINE

S T

A T

D R

E D

G P

L A

N B

H W

R E

E K

DREDGING PLAN

O O

T C

H A

N N

E L W

-4 FOOT DREDGING DEPTH PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

EBB

FLOOD

)52 75 10 NOITCES OT REFER( AERA SIHT NI DERIUQER ERA SNIATRUC YTIDIBRUT

M A

T C

H L

E C

-0 S

T A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

/2 /2

D R

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G D

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RE-CERT. OF BCOES

-5.3

-5.0

-4.7

-4 .1

-3.

3 -3.

3 -3

-3.

0 -3.0

9 -2.9

-2.

6 -2.

-2.

3 -2

-2.

-1.

-1 .0

-1.

-0.

8 -0.

-0.

-0

0.0

0.1 0.1

0.10.1

0.1

0.2

.2 00.2

0.2

0.3

0.4

0.5

0.6

0.7

0.8

1.0

1.1

1.1 1.5

1.2

1.2 1.3

1.3

1.4

1.41.4

1.4

1.5

1.4

1.5

1.6

1.61.92.0

2.2

2.3

4.9

.25 .3

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

C-04

M E

CONCRETE STAIRS

0.9' WALL

WOOD DOCK (4.1')

0.9' WALL

WOOD DECK (11.2')

F L

O A

G D

O C

WOOD DOCK

W O

O D W

A L

HEADWALL

-R

A P

CONCRETE RIP-RAP

R C

HEADWALL

RIP-RAP

1.4' DIA. CONCRETE PILE (TYPICAL)

CONCRETE BRIDGE ABUTMENT

G A

S F

M F

O A

T T

A C

H E

D T

O B

G E

CONCRETE BRIDGE ABUTMENT

M E

PEDESTRIAN WALK LIGHT

PEDESTRIAN WALK SIGN

W O

O D B

U L

K H

E A

C O

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T E B

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K H

E A

30" RCP

INV. 0.45'

EOW

PIPE - NOT FLOWING

15" PVC PROTECTIVE

ARTESIAN WELL W/

POSSIBLE 6" PVC

CONCRETE PILE (TYPICAL)

1.5'X1.5'

-R

A P

E X

RIP-RAP

EXISTING

EROSION CONTROL

CONCRETE BLOCK

EXISTING

VB-BFWC19-07

VB-BFWC19-08

C H

A N

N E

L C

E N

T E

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-0.57' NAVD88 (MLW)

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-04

ELEV. 5.5

ELEV. 8.0

B E

N T N

B E

N T N

B E

N T N

B E

N T N

B E

N T N

B E

N T N

B E

N T N

E N

D B

G E

B E

N T N

9 SPANS AT 20'-0"± = 180.1' ±

B E

G E

HERSCHEL BRIDGE PROFILE WITH BIG FISHWEIR CREEK

GROUND

EXISTING

-5

-10 E

L E

V A

N I

N F

E E

N A

V D

050100150200250 -50 -100 -150 -200 -250 -300

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0.53' NAVD88 (MHW)

DEPTH UNKNOWN

PILE TIP

ELEV. 11.0

(TYP. - 2018 INSTALL)

PILE JACKET

20' 40'0

C-04

Y=2166300

Y=2166200

Y=2166100

Y=2166000

M A

T C

H L

E C

-0 S

T A . 1

M A

T C

H L

E C

-0 S

T A

B I G F I S H W E I R C R E E K

NO DREDGING - THIS SHEET

THIS SHEET

SEE INSET

STA. 24+00

STA. 23+50 N

C O

N C

R E

T E B

G E A

B U

T M

E N

C O

N C

R E

T E R

-R

A P

C O

N C

R E

T E R

-R

A P

C O

N C

R E

T E B

G E A

B U

T M

E N

GAS, FM, FO ATTACHED TO BRIDGE

STA. 24+25

METAL GUARD RAIL

INSET - HERSCHEL BRIDGE WITH BIG FISHWEIR CREEK

NOT TO SCALE

GAS, FM, FO ATTACHED TO BRIDGE

FROM DERELICT DOCK

EXISTING PILES

MHW LINE

S T

A T

D R

E D

G P

L A

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H W

R E

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DREDGING PLAN

EBB

FLOOD

LEGEND:

18" - SQUARE CONCRETE PILES

18" - SQUARE CONCRETE PILES W/ 24" SQUARE PILE JACKET

16" - OCTAGONAL RC PILES

16" - OCTAGONAL RC PILES W/ 24" SQUARE PILE JACKET

H E R S C H E L

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RE-CERT. OF BCOES

.10 .1

0.3

0.4

.11 .1

1.7

2.2

2.6

.6 5 2 .7

.0 3.1

S T

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C-09C -0

C-

C -0

C-

C -0

C -1

C -11

WOOD D

OCK (

4.1

POOL

0.5' CONCRETE BULKHEAD

R C

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-R

A P

-R

A P

V .1

-R

A P

VB-BFWC19-09

VB-BFWC19-10

20' 40'0

C-05

Y=2

M A

T C

H L

E C -0

T A . 2

M A

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H L

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T A

B I G F I S H W E I R C R E E K

NO DREDGING - THIS SHEET

MHW LINE

S T

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DREDGING PLAN

NO DREDGING - THIS SHEET

EBB

FLOOD

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U E D

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U .S

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RE-CERT. OF BCOES

-0

.4 0.5

0.98

2.2

2.3

2.4

2.5

2.6

2.69

2.7 02.7

2.7 2.7

2.7

2.9

3.0

3.1

3.2

3.3

3.2

3.3

3.5

3.4

3.5

3.6

3.8

4.4

C-06

S T

STA. 8

+50

STA. 9

+50

STA. 10

+50

S T

STA. 9

+00

STA. 10

+00

STA. 10

+79

STA. 10

+79

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

-10

E L E

V A

N I

N F

E E

N A

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0 50 100-50-100-150

-5

-10

E L E

V A

N I

N F

E E

N A

V D

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0 50 100 150-50-100-150

-5

-10

E L E

V A

N I

N F

E E

N A

V D

C H

A N

N E

L C

E N

T E

R L

C H

A N

N E

L C

E N

T E

R L

REQUIRED DEPTH -5.5 FOOT

DEPTH -5.5 FOOT

REQUIRED

OVERDEPTH -0.5 FOOT

ALLOWABLE

OVERDEPTH -0.5 FOOT

ALLOWABLE

GRADE

EXISTING

GRADE

EXISTING

WIDTH VARIES WIDTH VARIES

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-06

CROSS SECTION AT STA. 34+50

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

CROSS SECTION AT STA. 10+50G

C-06

DREDGING AREADREDGING AREA

DEBRIS REMOVAL AREADEBRIS REMOVAL AREA

DISTANCE FROM CENTERLINE IN FEET DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

" R

C P

C O

N C

R E

T E B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

C O

N C

R E

T E B

U L

K H

E A

W O

O D B

U L

K H

E A

V . -0 .4

C O

N C R

ETE

BAN

CONCRETE EMBANKMENT

C O

N C

R E

T E E

M B

A N

K M

E N

VB-BFWC19-16

20' 40'0

C-06

EXCAVATION PLAN

O O

T C

H A

N N

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X=4

E N

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H W

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M A

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H L

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-0 S

T A . 3

M A

T C

H L

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-0 S

T A

B I G F I S H W E I R C R E E K

PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

NO DREDGING

-7.5 FOOT REQUIRED DEPTH

PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

-5.5 FOOT REQUIRED DEPTH

F O

R D

R E

D G

G S

E E S

H E

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MHW LINE

E X

C A

V A

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DEPTH TRANSITION

S T

EBB

FLOOD

STA. 9+

S T

A .0

S T

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D A

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K E

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D R

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U E D

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RE-CERT. OF BCOES

-1.67

-0.58

-0.6

-0.51

-0.48

-0.20

-0.14

-0.01

0.07 0.08

0.19

0.48

0.52

0.54 0.62

1.00

2.52

2.56 2.60

2.61 2.65

2.7

2.68

2.7 2.72

2.72

2.74

2.75

2.76

2.8 2.8

2.79

2.83

2.9

3.1

3.4

3.5

C-07

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

-10

E L E

V A

N I

N F

E E

N A

V D

0 50 100 150-50-100

-5

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E L E

V A

N I

N F

E E

N A

V D

E D

G E O

F D

O C

E D

G E O

F D

O C

-5

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E L E

V A

N I

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E E

N A

V D

0 50 100 150-50-100-150

-5

-10

E L E

V A

N I

N F

E E

N A

V D

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

CROSS SECTION AT STA. 37+50H

C-07

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

CROSS SECTION AT STA. 42+50I

C-07

40' WIDTH

REQUIRED DEPTH -7.5 FOOT

ALLOWABLE OVERDEPTH -0.5 FOOT

C H

A N

N E

L C

E N

T E

R L

GRADE

EXISTING

40' WIDTH

REQUIRED DEPTH -7.5 FOOT

ALLOWABLE OVERDEPTH -0.5 FOOT

C H

A N

N E

L C

E N

T E

R L

GRADE

EXISTING

DEBRIS REMOVAL AREA DEBRIS REMOVAL AREA

DREDGING AREA DREDGING AREA

DISTANCE FROM CENTERLINE IN FEET DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

E D

G E O

F B

U L

K H

E A

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G E O

F B

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K H

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CONCRETE

C O

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U L

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W O

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W O

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C O

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W O

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U L

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C O

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R E

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K H

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20' 40'0

C-07

O O

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H A

N N

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X =4

M A

T C

H L

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-0 S

T A

M A

T C

H L

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T A . 4

B I G F I S H W E I R C R E E K

-7.5 FOOT REQUIRED DEPTH PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

MHW LINE

S T

A T

DREDGING PLAN

D R

E D

G P

L A

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H W

R E

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(SEE NOTE 1)

STA. 42+25 TO STA. 43+50

DEBRIS FIELD AREA

SUNKEN BARGE

SHEET GENERAL NOTES

2. XXXXXXXXXXXXX

1. XXXXXXXXXXXXX

DREDGING).

OF PER CONTRACTING OFFICER'S APPROVAL (REFER TO SECTION 35 20 23

MATERIAL TO BE DISPOSED AT BARTRAM ISLAND AND LEGALLY DISPOSED

DEBRIS. ANY DEBRIS ENCOUNTERED WILL NEED TO BE SEPARATED FROM

1. MATERIAL DREDGED IN THIS AREA COULD INCLUDE A SUNKEN BARGE

EBB

FLOOD

RGE. -35

RGE. +25

RGE. +40

S T

APPROVED BY THE CONTRACTING OFFICER.

MATERIAL TO BE LEGALLY DISPOSED AT A PERMITTED UPLAND FACILITY

DREDGED MATERIAL TO BE DISPOSED AT BARTRAM ISLAND AND BARGE

DEBRIS. ANY DEBRIS ENCOUNTERED WILL NEED TO BE SEPARATED FROM

1. MATERIAL DREDGED IN THIS AREA COULD INCLUDE SUNKEN BARGE

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RE-CERT. OF BCOES

-1.67

0.81

1.02

1.22

1.58

2.13 2.13

2.15

2.17 2.44

2.51 2.65 2.72

2.73

2.73 2.73

2.73

2.74

2.77

2.78

2.88

2.9

3.2

3.3

3.4

3.5

3.58

3.63

3.76

3.79

C-08

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

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E L E

V A

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0 50 100 150-50-100

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E L E

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0 50 100 150-50-100-150

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E L E

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G E O

F D

O C

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G E O

F D

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VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

CROSS SECTION AT STA. 49+25K

C-08

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

CROSS SECTION AT STA. 45+75J

C-08

40' WIDTH

C H

A N

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L C

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T E

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ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -7.5 FOOT

40' WIDTH

C H

A N

N E

L C

E N

T E

R L

4ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -7.5 FOOT

GRADE

EXISTING

GRADE

EXISTING

DEBRIS REMOVAL AREADEBRIS REMOVAL AREA

DREDGING AREA DREDGING AREA

DISTANCE FROM CENTERLINE IN FEET DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

W O

O D B

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C O

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R E T E B

U L K

H E

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VB-BFWC19-17

20' 40'0

C-08 X =4

X =4

M A

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T A . 4

M A

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-0 S

T A . 5

B I G F I S H W E I R C R E E K

O O

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H A

N N

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-7.5 FOOT REQUIRED DEPTH PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

MHW LINE

S T

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DREDGING PLAN

D R

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H W

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EBB

FLOOD

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U .S

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C-09C -0

C-

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C -11

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E L E

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0 50 100 150 200 225-50-100-125

-5

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E L E

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E D

G E O

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O C

40' WIDTH

C H

A N

N E

L C

E N

T E

R L

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-09

CROSS SECTION AT STA. 53+00

4ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -7.5 FOOT

GRADE

EXISTING

DEBRIS REMOVAL AREA

DREDGING AREA

DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

VB-BFWC19-18

20' 40'0

C-09

X=433000

X=432900

X=432800

X=432700

X=432600

M A

T C

H L

E C -0

T A . 5

B I G F I S H W E I R C R E E K

O O

T C

H A

N N

E L W

O R T E G A R

I V E R

-7.5 FOOT REQUIRED DEPTH PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

S T

A T

D R

E D

G P

L A

N B

H W

R E

E K

DREDGING PLAN

EBB

FLOOD

S T

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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13 14

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US Army Corps

U .S

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L pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Eco system restoration\Big Fishweir Creek FY20\080 - Plans\05 Civil\C-10

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E /H T

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RE-CERT. OF BCOES

-5.0

-4.3

-4.2

-4.1

-4.1 -3.8

-3.8

-3.6

-3.5

-3.4

-3.3

-3.2 -3.2

-3.2

-3.1

-3.0

-2.9

-2.8

-2.7

-2.7 -2.7

-2.7

-2.6

-2.5

-2.4

-2.3

-2.2

-2.1

-2.1 -2.1

-2.1

-2.0

-1.9

-1.9 -1.9 -1.9

-1.9

-1.8

-1.7

-1.6

-1.5

-1.51

-1.5

-1.4

-1.4 -1.4

-1.4

-1.4 -1.4

-1.4

-1.3

-1.3 -1.3

-1.3

-1.3 -1.3

-1.3

-1.2

-1.1 -1.1

-1.1

-1.1 -1.1

-1.1

-1.0

-0.9

-0.9 -0.9

-0.9

-0.8

-0.8 -0.8

-0.8

-0.7

-0.6

-0.5

-0.4 -0.4 -0.4

-0.4

-0.3

-0.2

-0.20 -0.2

-0.2

-0.1

-0.1 -0.1

-0.1

-0.0

0.01

0.0

0.1

0.07

0.1

0.2

0.3

0.3 0.3

0.3

0.34

0.4

0.44

0.4

0.5

0.6

0.61

0.6

0.7

0.7 0.7

0.7

0.8

0.76

0.8

0.81

0.8

0.82

0.8

0.9

0.9 0.94

0.9

1.0

0.98

1.0

1.01

1.02

1.0

1.03

1.0 1.0

1.1

1.07

1.1

1.11

1.1

1.13

1.2

1.19

1.2

1.21

1.22

1.24

1.21.2

1.3

1.27

1.3

1.30

1.3

1.34

1.36

1.4

1.37

1.4

1.39

1.43

1.4

1.45

1.5

1.47

1.5

1.48

1.5

1.49

1.39

1.79

1.01

1.5

1.51

1.5

1.6

1.57

1.6

1.58

1.59

1.6

1.6 1.6

1.6

1.62

1.6

1.64

1.6

-0.20

1.13

1.19

1.66

1.68

1.7

1.68 1.69 1.7

1.7

1.7 1.7

1.7

1.8

1.77

1.8

1.78

1.8

1.83

1.9

1.86

1.86 1.89

1.93

1.94

1.9

1.96

2.0

2.02

2.08

2.1

2.09

2.1

2.13 2.14

2.1

2.2

2.17

2.2

2.24

2.3

2.26

2.28

2.38

2.40

2.55 2.62

C-10

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

-10

E L E

V A

N I

N F

E E

T N

A V

0 50 100 150 175-50-100-150-175

-5

-10

E L E

V A

N I

N F

E E

T N

A V

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-10

CROSS SECTION AT STA. 3+00

ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -4.0 FOOT

GRADE

EXISTING

C H

A N

N E

L C

E N

T E

R L

DREDGING AREA - 5' WIDTH

DEBRIS REMOVAL AREA

DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

EXISTING RIP-RAP (APPROX.)

E D

G E O

F B

U L

K H

E A

E D

G E O

F B

U L

K H

E A

A S

P H

A L T

DOCK

D O

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DOCK DOCK

E A

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A L L

-R

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A B

V .8

V .6

G R

A T

B A

C A

VERT:

-1 .6 8'

" R

NO BULKHEAD ON THIS LOT

WOOD DECK WITH 6" PILES

ROCK RIP-RAP

R O

C K R

-R

A P

ROCK RIP-RAP

ROCK

HEADW

ALL

S T O

N E H

E A

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W O

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E A

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O N

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E B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

SANDBAG

HEADWALL

ROCK R

IP-

RAP

.5 C

O N

C R

E T

E H

E A

D W

A L L

S T

O N

E H

E A

D W

A L L

V C

E R

T .5

S E

A W

A L L

C O

N C

R E

T E B

U L

K H

E A

V C

E R

T .3

C O

N C

R E

T E B

U L

K H

E A

W O

O D B

U L

K H

E A

D 1

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

W O

O D B

U L

K H

E A

E X

G R

-R

A P

E X

G R

-R

A P

E X

G R

-R

A P

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G R

-R

A P

VB-BFWC19-15

VB-BFWC19-14

VB-BFWC19-13

VB-BFWC19-12

20' 40'0

C-10

Y =2166400

Y =2166500

Y =2166600

M A

T C

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T A . 5

L I T T L E F I S H W E I R C R E E K

S T

-4 FOOT REQUIRED DEPTH PLUS -0.5 FOOT ALLOWABLE OVERDEPTH

MHW LINE

S T

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DREDGING PLAN

D R

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G P

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T L E F

H W

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O O

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H A

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EBB

FLOOD

(REFER TO SECTION 01 57 25)

TURBIDITY CURTAINS ARE REQUIRED IN THIS AREA

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A . 4

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E C

K E

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D R

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N B

U E D

A T

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13 14

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L pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Eco system restoration\Big Fishweir Creek FY20\080 - Plans\05 Civil\C-11

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-2.7

-2.6

-2.4

-2.3

-2.2

-2.2 -2.2

-2.2

-2.2 -2.2

-2.2 -2.1

-2.1

-2.1 -2.1

-2.1

-2.0

-1.9

-1.8

-1.7

-1.7 -1.7

-1.7

-1.6

-1.6 -1.6

-1.6

-1.5

-1.4

-1.4 -1.4

-1.4

-1.4 -1.4

-1.3

-1.3 -1.3

-1.3

-1.2

-1.1

-1.0

-1.0 -1.0

-1.0

-1.0 -1.0

-1.0

-1.0 -0

-0.9

-0.8

-0.7

-0.6

-0.5

-0.3

-0 .2

-0.1

0.0

0.1

0.2

0.4

0.5

0.51

0.52

0.6

0.6 0.6

0.6

0.6 0.7

0.7

0.8

0.9

0.90.9

0.9

0.96

1.0

1.14

1.18

1.19

1.24

1.27

1.69

1.87

2.01

2.1

2.23

2.5

2.7

3.00

3.12

3.15

3.32

3.35

3.4

3.40

3.41

3.4

3.46

3.5

3.6

3.67

3.73.7

3.7

C-11

C-11 O

C-11

STA.

33+

STA.

34+

STA.

S T

STA.

33+

STA.

34+

STA.

35+

STA.

S T

KEY PLAN INSERT

C-09C -0

C-

C -0

C-

C -0

C -1

C -11

-5

-10

0 50 100-50-100

-5

-10

E L E

V A

N I

N F

E E

N A

V D

C H

A N

N E

L C

E N

T E

R L

ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -4.0 FOOT

GRADE

EXISTING

E L E

V A

N I

N F

E E

N A

V D

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-11

CROSS SECTION AT STA. 7+50

-5

-10

0 50 100-50-100

-5

-10

E L E

V A

N I

N F

E E

N A

V D

C H

A N

N E

L C

E N

T E

R L

ALLOWABLE OVERDEPTH -0.5 FOOT

REQUIRED DEPTH -4.0 FOOT

GRADE

EXISTING

E L E

V A

N I

N F

E E

N A

V D

VERTICAL

4' 8'0

HORIZONTAL

20' 40'0

C-11

CROSS SECTION AT STA. 9+00

DREDGING AREA - 5' WIDTHDREDGING AREA - 5' WIDTH

DEBRIS REMOVAL AREADEBRIS REMOVAL AREA

DISTANCE FROM CENTERLINE IN FEET DISTANCE FROM CENTERLINE IN FEET

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

0.53' NAVD88 (MHW)

-0.57' NAVD88 (MLW)

E D

G E O

F B

U L

K H

E A

D E

N O

T E S

R A

R T L A

S E

W E R

O R

D E

N O

D E

N O

T E R

D E

N O

D E R

G R

O U

N D

E L E C T R

D E

N O

D E R

G R

O U

N D

T E L E P

H O

N E

D E

N O

D E R

G R

O U

N D

D E

N O

C K

D E

N O

T E S

R N

O S T

D E

N O

L V E

D E

N O

T E R

D E

N O

L V E

D E

N O

T E S

H T

O L E

D E

N O

O L E

D E

N O

T E S

E L E C T

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