HHD_-_C-09_Abandonment_10.15.12.pdf

JACKSONVILLE, FLORIDA

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

DEPARTMENT OF THE ARMY

FOR CONSTRUCTION OF

PLANS

TO ACCOMPANY INVITATION

"INCREASE PROFIT -- SUBMIT VECP’S"

V E

$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps fi

In cr ea se d

Pr od uc tiv ity

HERBERT HOOVER DIKE

REHABILITATION PROJECT

114527-HHD_C_14-GI-001COV.DGN

OKEECHOBEE COUNTY

NO. W912EP-13-R-0001

CULVERT 9

ABANDONMENT

S-82 S-65E

S-75 S-84

C-41A

C-39A

C-23

C-137

C-133 C-134

C-132(W)

C-132

S-49

S-97 S-48

S-213

S-212

F E C

C-135

S-206

ST.

C-17

C-18

C-300

S-318 S-46

S-317

S-316

S . C . L.

P A

R K

W A

Y

S-44

S-5A(X)

W E S T P

A L

M B

E A

C H

L-8

L-12

L-10441

R . R

C-131

C-41

C-19

S-70

S-81

S-47B

S-47D

L-50

L-43 L-D3 78

S C L

S-243

N

NOT TO SCALE

N

NOT TO SCALE

LAKE

OKEECHOBEE

B/G-02

AS SHOWN

G E

N E

R A

L H

H D

C

-G

B

S B

R D

R .D

G N

W K

B

M W

W

GULF OF MEXICO

L A K E

O K E E C H O B E E

W A

T E

R W

A Y

IN

T

R A

C O

A S

T A

L

A T

L A

N T

IC

O

C E

A N

J T

H

G C

R

M C x x x x x x -H

H D

C -G

I0 L

O C .D

G N

COVER SHEET

ACCESS PLANB/G-03

B/G-02

B/G-01

B/C-01

B/C-02 CROSS SECTIONS AND DETAILS

SITE PLAN

B/R-05

B/R-04

B/R-03

B/R-02

B/R-01

GENERAL

TITLEDWG NO

REFERENCE

CIVIL

INDEX TO DRAWINGS

INDEX, LOCATION AND VICINITY MAP

IN

D

E X

L O

C A

T

IO

N A

N D V

IC

IN

T

IY

M

A P

LOCATION MAP VICINITY MAP

OKEECHOBEE COUNTY, FLORIDA

LOCATION OF WORK

LA BELLE

CLEWISTON

RIVER

SOUTH

GLADE

BELLE

PAHOKEE

CANAL POINT

MAYACA

PORT

P A L M

JUPITER

LOCK (S-80)

ST. LUCIE

LU

CIE

C

STUART

CREEK

CULVERT 9

M A R T I N

AS-BUILT RESOURCE DRAWING

AS-BUILT RESOURCE DRAWING

AS-BUILT RESOURCE DRAWING

AS-BUILT RESOURCE DRAWING

AS-BUILT RESOURCE DRAWING

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

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S y m b o l

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8 7 6 5 4 3 2 1

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B

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B A

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P -1

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US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

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8 7 6 5 4 3 2 1

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C

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A

B

C

D

D e s ig n e d b y

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C k d b y

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G E

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H D -C

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-B S

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AS SHOWN

A C

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S S P

L A

N

B/G-03"A" 0 400’200’200’

GRAPHIC SCALESURVEY CONTROL

DESCRIPTIONZ (NAVD88) Y (NORTHING) X (EASTING) NGS PID POINT NAME

SURVEY DISK37.37 1,043,275.81 727,157.71 AJ6213 *V 524

SURVEY DISK36.06 1,040,219.86 731,491.80 AJ6214 W 524

ACCESS ROAD

PAVED RECREATION TRAIL

CULVERT 9

W 524

SURVEY NOTES

DIKE EMBANKMENT CAUSED BY HIS OPERATIONS.

TO THE ACCESS ROAD, PAVED RECREATION TRAIL AND

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES

WITH THE CONTRACTING OFFICER’S REPRESENTATIVE.

THROUGH THE GATES SHALL BE COORDINATED

WILL BE BY ACCESS ROAD SHOWN. PASSAGE

ACCESS TO THE SITE FROM U.S. HIGHWAY 441/98

NOTES

2.

1.

GATE

GATE

TO

TAYLO

R C

R

EEK

*MONUMENT V524 IS NORTHWEST OF THIS DRAWING BOUNDARY

LAST DATE OF FIELD SURVEY: 23 NOVEMBER, 2011

DATE OF SIGNATURE: 8 DECEMBER, 2011

LB4108

FLORIDA CERTIFICATE NO. 5199

REGISTERED LAND SURVEYOR

PETER ANDERSEN

STATUTES.

FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATE

SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J17-6,

THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS

REPORT HEREON WAS COMPLETED UNDER MY DIRECTION. I FURTHER CERTIFY

I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY DATA AND THE SURVEYOR�S

(NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL)

CERTIFICATION:

CULVERT 9 (C-9). SOIL BORINGS WERE FOUND AND LOCATED AT C-9.

AFTER A THOROUGH SEARCH WE WERE UNABLE TO FIND ANY EVIDENCE OF

MUCK PROBES WHILE TRYING TO KEEP THE VESSEL STABLE AND ON STATION.

BORROW CANALS, CHANNEL AND OPEN LAKE IT WAS NOT POSSIBLE TO ACQUIRE

NOTES: DO TO THE DEPTH AND OPEN WATER CONDITIONS OF THE AREAS IN THE

WERE USED ALONG WITH THE RTK/GPS.

FOOT JON BOAT. IN NEAR SHORE MARSH, EITHER A MARSH MASTER OR AIRBOAT

THE ODOM FATHOMETER WAS USED IN CONJUNCTION WITH RTK/GPS AND A 16

DATA. IN AREAS OF DEEPER WATER IN OPEN LAKE WATER AT THE C-9 LOCATION,

CONVENTIONAL OPTICAL EQUIPMENT WAS USED TO GATHER ALL TOPOGRAPHIC

GENERAL APPROACH/METHODOLOGY: GENERALLY EITHER RTK/GPS OR

* ODOM ECHOTRAC MK III SURVEY GRADE FATHOMETER.

* TOPCON TOTAL STATIONS WITH DATA COLLECTORS.

COLLECTORS.

* TRIMBLE R-8 AND 5700 RTK GPS USING RADIO BASED CORRECTIONS WITH DATA

* MARSH MASTER AMPHIBIOUS VEHICLE, MULTIPLE AIRBOATS AND A JON BOAT.

TYPES OF EQUIPMENT USED:

AND NOVEMBER 23, 2011.

DATE OF FIELD SURVEY: FIELD WORK OCCURRED BETWEEN OCTOBER 31

RUN BETWEEN POINTS AND THROUGH LOCALLY SET TRAVERSE POINTS.

CHECKED AGAINST PUBLISHED DATASHEETS. A THIRD ORDER BENCH RUN WAS

SURVEY�S �ONLINE POSITIONING USER SERVICE� (OPUS). THE RESULTS WERE

GATHERED AT EACH POINT AND SUBMITTED TO THE NATIONAL GEODETIC

WAS CHECKED USING RTK/GPS. ADDITIONALLY, STATIC GPS DATA WAS

RTK/GPS BASE STATION WAS SET UP ON ONE POINT AND THE OTHER POINT

VERIFICATION OF CONTROL: 2 CONTROL POINTS WERE RECOVERED. THE

�W 524� (NGSPID AJ6214) WERE USED.

HORIZONTAL AND VERTICAL CONTROL POINTS �V 524� (NGSPID AJ6213) AND

CONTROL USED: AT CULVERT C-9, NATIONAL GEODETIC SURVEY (NGS)

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE IN FEET.

SURVEY FEET. VERTICAL ELEVATIONS ARE REFERENCED TO THE NORTH

REFERENCED TO NAD 1983 (2007), FLORIDA STATE PLANE, EAST ZONE, U.S.

HORIZONTAL AND VERTICAL SURVEY CONTROL: HORIZONTAL POSITIONS ARE

CULVERTS.

TOPOGRAPHIC GRID LOCATIONS. LOCATION OF ALL IMPROVEMENTS AND

ASCERTAIN DEPTHS OF MUCK OR OTHER UNSUITABLE MATERIAL AT THE

FOR CULVERT C-9.

AS A 1000 FOOT RADIUS CENTERED ON COORDINATES N 27-11.829, W 080-46.274

PROVIDING TOPOGRAPHIC DATA ON A 50 FOOT GRID WITHIN AN AREA DEFINED

PROJECT DESCRIPTION: THE SCOPE OF WORK FOR THIS PROJECT CALLED FOR

REFER TO SURVEY NUMBER 11-105 : C-9

5.

4.

3.

2.

1.

N 1,040,587.0

E 730,702.0

N 1,040,747.1

E 730,814.5

N 1,040,833.4

E 730,691.8

N 1,041,153.2

E 730,424.0

N 1,040,905.1

E 730,249.6

N 1,040,921.3

E 730,753.6

5 5

5 5

10 10

25 25 25

303030

30 30

(SEE NOTE 7)

SILT FENCE

TEMPORARY

TO INSTALL DRAINAGE BLANKET

EXCAVATION LIMITS REQUIRED

LAKESIDE HEADWALL

DRAINAGE BLANKET

PAVED RECREATION TRAIL

LIMITS OF RIPRAP

CHIMNEY DRAIN

SEE NOTES 1 AND 2

DRAINAGE STRUCTURE

APPROX. LIMITS OF C9

CUTOFF WALL

CANAL SIDE HEADWALL

CONSTRUCTION LIMITS

(SEE NOTE 7)

SILT FENCE

TEMPORARY

CANAL SIDE

A

B/C-02

C

IV

IL

AS SHOWN

S

IT

E P

L A

N X

X X

X X

X -H

H D

C -S

P .D

G N

H H

D

C -S

P -T

O P

O .D

G N

H H

D C

-F

C -P

L N .D

G N

C L

D J T

H ,G

C R ,P

D K

J T

H ,G

C R ,W

K B

A

B/C-02

GRAPHIC SCALES

N

40’ (TYP.)

B/C-01

E 730,463.65

N 1,040,815.74

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

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8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

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A

B

C

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D e s ig n e d b y

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C k d b y

R e fe re n c e f il e s

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C T

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D -C

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-B S

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D R .D

G N

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T A

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N D

O N

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N T

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P -1

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HHD-C9-CB-2

HHD-C9-CB-1

HHD-C9-CB-3

HHD-C9-CB-4

B

B/C-02

NOTES

THE PROJECT NPDES STROMWATER PERMIT.

CONTROL PROTECTION MEASURES WITH FDEP AS PART OF

CONTRACTOR IS RESPONSIBLE FOR COORDINATING EROSION

TEMPORARY EROSION CONTROL IS THE MINIMUM REQUIRED.

FOR CORE BORING INFORMATION SEE SPECIFICATIONS.

RECREATION TRAIL, AND SOD.

BE LIMITED TO THE EMBANKMENT, ACCESS ROAD, PAVED

PRE CONSTRUCTION CONDITION. THIS WILL INCLUDE BUT NOT

ARE RETURNED TO A CONDITION EQUAL OR BETTER THAN THE

FEATURES DAMAGED OR DISTURBED DURING CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING ALL

INFORMATION.

SEE SPECIFICATIONS FOR LAKE OKEECHOBEE WATER LEVEL

SHOWN.

THROUGH THE EXISTING (3) BARRELS OF THE STRUCTURE AS

THE CONTRACTOR SHALL INSTALL A CUTOFF WALL EXTENDING

CENTERS OF CANAL AND LAKESIDE HEADWALLS.

ADJUST THE APPARENT CENTERLINE OF STRUCTURE TO MATCH THE

LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL

THE CONTRACTOR SHALL FIELD VERIFY CULVERT COMPONENT

ON HISTORICAL AERIAL IMAGERY AND MAGNETOMETER DATA.

APPROXIMATE. THE CULVERT BARRELS LOCATION IS BASED

THE LOCATION OF THE DRAINAGE STRUCTURE SHOWN IS

FILL MATERIAL. THE STUCTURE IS NOT VISIBLE FROM THE SURFACE.

WAS ABANDONED AND THE ENTIRE STRUCTURE COVERED WITH

ENDS (SEE RESOURCE DRAWINGS). THE CULVERT STRUCTURE

INCLUDE MASONRY HEADWALLS AT THE LAKE AND RIM CANAL

THICK METAL BARRELS CONSTRUCTED IN 1936. THE CULVERTS

INSIDE DIAMETER BITUMINOUS- COATED RIBBED 7/32" (ASSUMED)

CULVERT 9 DRAINAGE STRUCTURE CONSISTS OF THREE 10’

7.

6.

5.

4.

3.

2.

1.

A P

P A

R E

N T C

E N

T E

R L

IN

E O

F S

T R

U C

T U

R E

N 1,040,941.67

E 730,552.19

60’

5’ 5’

LAKE SIDE

60’30’030’

(TYP.)

CONSTRUCTION LIMITS

CULVERT STRUCTURE

FENCING

CORE BORING

LEGEND

EMBANKMENT FILL

CHIMNEY DRAIN

EMBANKMENT FILL

CHIMNEY DRAIN

CUTOFF WALL

EXISTING GROUND

MATERIAL

FILTER

RAP COVER

PROTECTIVE RIP

TYPE SP-9.5 OR SP-12.5

SURFACE COURSE, FDOT

2" BITUMINOUS CONCRETE

PRIME COAT 6" AGGREGATE BASE COURSE

1H:1V

EXISTING EMBANKMENT

OF DRAINAGE BLANKET

FOR CONSTRUCTION

SLOPE TO CLEAR

EXCAVATION LINE

FILTER MATERIAL

CHIMNEY DRAIN

EXISTING GRADE

SEE NOTE 2

DRAINAGE BLANKET

UPPER LIMIT OF

GRAPHIC SCALE

M W

W G

T H ,G

C R

M C

X X

X X

X X -H

H D

C -F

C -5

.D

G N

H H

D C -0

-X

S E

C T .D

G N

B/C-02

C

IV

IL

SECTIONA

B/C-01

N.T.S.

FILTER MATERIAL

C R

O S

S S

E C

T

IO

N S A

N D D

E T

A

IL

S

P D

K

COARSE DRAINAGE STONE

FINE DRAINAGE STONE

RIPRAP

B/C-02

LAKE SIDE CANAL SIDE

RECREATION TRAIL

EXISTING PAVED

65’

LIMITS OF SOD

EL. 25.0

M

IN

CULVERT (THREE 10’ DIA. PIPES)

EL. 5.0’

3.

2.

1.

SEE ATTACHED

INVERT OBTAINED FROM HISTORIC AS-BUILT DRAWINGS,

FOR PAY PURPOSES ONLY.

EXISTING MATERIAL WITH FILL. NEAT CUT LINES SHOWN

SHALL BE BENCHED AS SHOWN IN DETAIL TO KEY IN

ALL CUTS IN EXISTING FOUNDATION AND EMBANKMENT

CONSTRUCTION LIMITS.

OTHERWISE HAVE NO VEGETATIVE COVER WITHIN

OF THE EMBANKMENT WHICH ARE DISTURBED OR

THE CONTRACTOR SHALL INSTALL SOD ON ALL AREAS

NOTE

SOD SOD

TYPICAL PAVEMENT REPAIR DETAIL

SECTION CROSS-SLOPE TO MATCH EXISTING

2’ 16’ 2’

4’ ’ 1’

1’ 20’ 10’

6’

EL. 5.0’

M

IN

EL. 12.0’

B/C-02

B/C-02

TYPICAL TIE IN OF EXISTING SLOPES AND EMBANKMENT

N.T.S.N.T.S.

DETAIL

2’ MIN. RIPRAP

1’ COARSE DRAINAGE STONE

1’ FINE DRAINAGE STONE

2’

1’

SECTION

N.T.S.

B

B/C-01

INV. EL. 5.7’ ( SEE NOTE 3)

53’

EL. 25.0’

RECREATION TRAIL

EXISTING PAVED

N A

V D

CANAL SIDE

N.T.S.

N A

V D

N.T.S.

-5

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

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8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

B

C

D

A

B

C

D

D e s ig n e d b y

D w n b y

C k d b y

R e fe re n c e f il e s

H E

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DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

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8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

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A

B

C

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D e s ig n e d b y

D w n b y

C k d b y

R e fe re n c e f il e s

H E

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AS SHOWN

C

IV

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x x x x x x -H

H D

C

G I-

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

B/R-01

A S -B

U

IL

T R

E S

O U

R C

E D

R A

W

IN

G

J T

H ,G

C R ,P

D K

C L

D

J T

H ,G

C R ,W

K B

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

S y m b o l

N o

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P A

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F il e n a m e

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8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

B

C

D

A

B

C

D

D e s ig n e d b y

D w n b y

C k d b y

R e fe re n c e f il e s

H E

R B

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H A

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G N

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AS SHOWN

C

IV

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x x x x x x -H

H D

C

G I-

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F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

B/R-02

ASSUMED DATUM: NGVD29

A S -B

U

IL

T R

E S

O U

R C

E D

R A

W

IN

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P D

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J T

H ,G

C R ,P

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DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

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N o

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D E

P A

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T R

IC

T C

O R

P S O

F E

N G

IN

E E

R S

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

D a te d

In v

N o

F il e n a m e

A

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

B

C

D

A

B

C

D

D e s ig n e d b y

D w n b y

C k d b y

R e fe re n c e f il e 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

H H

D -C

-G

-B S

B R

D R .D

G N

C U

L V

E R

T A

B A

N D

O N

M E

N T

N O

W E

P -1

-R -0

AS SHOWN

C

IV

IL

x x x x x x -H

H D

C

G I-

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

B/R-03

ASSUMED DATUM: NGVD29

A S -B

U

IL

T R

E S

O U

R C

E D

R A

W

IN

G

J T

H ,G

C R ,P

D K

M W

W

P

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

S y m b o l

N o

Z o n e

D e s c ri p ti o n

D E

P A

R T

M E

N T O

F T

H E A

R M

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J A

C K

S O

N V

IL

L E D

IS

T R

IC

T C

O R

P S O

F E

N G

IN

E E

R S

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

D a te d

In v

N o

F il e n a m e

A

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

B

C

D

A

B

C

D

D e s ig n e d b y

D w n b y

C k d b y

R e fe re n c e f il e 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

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D -C

-G

-B S

B R

D R .D

G N

C U

L V

E R

T A

B A

N D

O N

M E

N T

N O

W E

P -1

-R -0

AS SHOWN

C

IV

IL

x x x x x x -H

H D

C

G I-

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

B/R-04

ASSUME DATUM: NGVD29

A S -B

U

IL

T R

E S

O U

R C

E D

R A

W

IN

G

J T

H ,G

C R ,P

D K

M W

W

P

DEPENDS ON YOU

Jacksonville District of Engineers

Scale:

DRAWING NO.

S y m b o l

N o

Z o n e

D e s c ri p ti o n

D E

P A

R T

M E

N T O

F T

H E A

R M

Y

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T C

O R

P S O

F E

N G

IN

E E

R S

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

D a te d

In v

N o

F il e n a m e

A

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

B

C

D

A

B

C

D

D e s ig n e d b y

D w n b y

C k d b y

R e fe re n c e f il e 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

H H

D -C

-G

-B S

B R

D R .D

G N

C U

L V

E R

T A

B A

N D

O N

M E

N T

N O

W E

P -1

-R -0

AS SHOWN

C

IV

IL

x x x x x x -H

H D

C

G I-

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

B/R-05

A S -B

U

IL

T R

E S

O U

R C

E D

R A

W

IN

G

J T

H ,G

C R ,P

D K

M W

W

P