HHD_-_TCC_Abandonment_10.15.12.pdf

PDF 31 MB Posted Oct 18, 2012

Attached to: Herbert Hoover Dike Rehabilitation Project, Culvert 7, Culvert 9, and Taylor Creek Culvert Abandonment, Okeechobee County, Florida
Solicitation number: W912EP-13-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Plans for Construction of the TCC Abandonment

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7-9-TCC_Site-Visit_Sign_in_SHeet.pdf	PDF	Nov 5, 2012
01_30_00_(2).pdf	PDF	Oct 24, 2012
W912EP-13-R-0001-0001.doc	DOC document	Oct 24, 2012
Vol2of2_13R0001.pdf	PDF	Oct 18, 2012
Vol1of2___13R0001.pdf	PDF	Oct 18, 2012
HHD_-_C-09_Abandonment_10.15.12.pdf	PDF	Oct 18, 2012
HHD_-_C-07_Abandonment_10.15.12.pdf	PDF	Oct 18, 2012

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$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps fi

Inc rea se d

Pr od uc tiv ity

HERBERT HOOVER DIKE

REHABILITATION PROJECT

TAYLOR CREEK CULVERT (TCC)

ABANDONMENT

PLANS

FOR CONSTRUCTION OF

OKEECHOBEE COUNTY, FLORIDA

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

"INCREASE PROFIT -- SUBMIT VECP’S"

NO. W912EP-13-R-0001

TO ACCOMPANY INVITATION

114527-HHD_C_14-GI-001COV.DGN

AS SHOWN

INDEX TO DRAWINGS

GENERAL

TITLEDWG NO

COVER SHEET

SECTIONS AND DETAILS

G E

N E

R A

W K

M W

ACCESS PLAN

DEMOLITION PLAN

NOT TO SCALE

LAKE

OKEECHOBEE

S-82 S-65E

S-75 S-84

CREEK

LUCIE

S-49

S-97 S-48

S-213

S-212

F E C

S-206

ST.

S-318 S-46

S-317

S-316

S . C . L.

P A

R K

W A

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

RIVER

S-70

S-81

S-47B

S-47D

L-50

L-43 L-D3 78

S C L

S-243

ST. LUCIE

LOCK (S-80)

STUART

PORT

MAYACA

PAHOKEE

CLEWISTON

SOUTH

GLADE

BELLE

P A L M

JUPITER

LA BELLE

CANAL POINT

VICINITY MAPLOCATION MAP

NOT TO SCALE

OKEECHOBEE COUNTY, FLORIDA

LOCATION OF WORK

CULVERT

TAYLOR CREEK

O K E E C H O B E E

L A K E

GULF OF MEXICO

A T

L A

N T

C E

A N

W A

T E

R W

A Y

R A

C O

A S

T A

C/C-41A

C/C-39A

C/C-131

C/C-41

C/C-23

C/C-132(W)

C/C-132 C/C-137

C/C-134 C/C-133

C/C-135

C/C-17

C/C-300

C/C-18

C/C-19

H H

C T

C /C -G

S B

R D

R .D

G N

C/R-201

C/R-202

C/R-203

C/R-204

C/R-205

C/R-206

C/R-207

C/R-208

C/R-209 x x x x x x -H

H D

C T

C /C -G

I- L

O C .D

G N

J T

G C

M C

C/C-04

C/C-03

C/C-02

C/C-01

C/C-05

GRADING PLAN

C/G-01

C/G-02

C/G-03

SITE PLAN

C/R-210

C/R-211

C/R-212

C/G-02

INDEX, LOCATION AND VICINITY MAP

E X L

O C

A T

N A

N D V

Y M

A P

CIVIL

RESOURCE

GEOMETRIC LAYOUT

AS-BUILT RESOURCE DRAWING

M A R T I N

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

S-193

LOCK STRUCTURE

(SEE DWG. A/G-03)

ACCESS FROM CULVERT 7

ACCESS/HAUL ROUTE USE

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

A C

C E

S S P

L A

G E

N E

R A

441 98

GRAPHIC SCALE

0 400’200’200’

W K

M W

W M

C x x x x x x -H

H D

C T

C -G

G N

C/G-03

SURVEY CONTROL

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

SURVEY DISK43.38 1,044,465.01 722,122.51 AJ6212 S 193 20

SURVEY DISK43.31 1,044,415.59 721,943.21 AJ6211 S 193 18

S 193 18

S 193 20

NOTES

TAYLOR CREEK CULVERT

TRAIL

PAVED RECREATION

TAYLOR CREEK

SURVEY NOTES

U 524 AJ6210 37.85720,382.00 1,044,026.40 SURVEY DISK

U 524

* FIELD REVIEW OF SURVEY DATA COMPLETED BY A LICENSED SURVEYOR.

CHECK-INS TO A THIRD CONTROL POINT.

* CONVENTIONAL DATA COLLECTION POSITIONAL ACCURACY VERIFIED BY MULTIPLE

POINTS DURING RTK-GPS OBSERVATIONS.

* MULTIPLE CHECK-INS THROUGHOUT THE DAY TO HORIZONTAL AND VERTICAL CONTROL

* FIXED-HEIGHT RODS UTILIZED FOR ALL GPS OBSERVATIONS.

FLUCTUATE DURING MANUAL SOUNDING OBSERVATIONS.

* MULTIPLE OBSERVATIONS OF STAFF GAUGES TO ENSURE WATER ELEVATIONS DID NOT

* THREE-WIRE LEVELING PROCEDURES UTILIZED TO ESTABLISH CONTROL ELEVATIONS.

* REDUNDANT OBSERVATIONS OF ESTABLISHED CONTROL POINTS.

QUALITY CONTROL CHECKS:

* NOVEMBER 21, 2011 AS RECORDED IN FIELD BOOK 338, PAGES 46-47

* NOVEMBER 7, 2011 - NOVEMBER 11, 2011 AS RECORDED IN FIELD BOOK 338, PAGES 24-45

* NOVEMBER 1, 2011 - NOVEMBER 4, 2011 AS RECORDED IN FIELD BOOK 338, PAGES 1-23

THE FOLLOWING DATES:

DATES OF FIELD DATA COLLECTION. FIELD SURVEY DATA COLLECTION WAS PERFORMED ON

DERIVE THE ELEVATIONS OF THE "TOP OF MUCK" AND "HARD BOTTOM" TOPOGRAPHIC POINTS.

OF THE MANUAL SOUNDING WERE SUBTRACTED FROM THE WATER SURFACE ELEVATIONS TO

OF THE WATER SURFACE SEVERAL TIMES A DAY DURING SOUNDING MEASUREMENTS. THE DEPTHS THREE-WIRE LEVELING TECHNIQUES. THE STAFF GAUGES WERE USED TO MONITOR THE ELEVATION

WERE SET IN THE RIM CANAL AND LAKE OKEECHOBEE AND REFERENCED TO NAVD 88 BY

RECORDED AS THE DEPTH OF THE BAY AT THAT LOCATION. TWO (2) TEMPORARY STAFF GAUGES

INTERSECTION OF THE WATER SURFACE WITH THE GRADUATED SURVEY ROD IS THEN READ AND

ROD LOWERED INTO THE WATER UNTIL THE SURFACE TO BE MEASURE WAS REACHED. THE

SURFACE POINTS WERE MEASURED BY TAKING MANUAL SOUNDINGS USING A GRADUATED SURVEY

HORIZONTALLY BY RTK GPS PROCEDURES. ELEVATIONS OF "TOP OF MUCK" AND "HARD BOTTOM"

ALL WATER SOUNDINGS AS WELL AS IMPROVEMENTS WITHIN WATER BODIES WHERE LOCATED

SURVEY METHODS (I.E. TOTAL STATION.)

UTILIZED AS CONTROL TO MEASURE TOPOGRAPHIC FEATURE USING MORE CONVENTIONAL

LOCK, TRAVERSE POINTS WERE SET NEARBY USING RTK GPS PROCEDURES AND THEN LATER

POSITIONING SYSTEM (RTK GPS) PROCEDURES. IN THE AREA SURROUNDING THE TAYLOR CREEK

POSITIONS OF TOPOGRAPHIC FEATURE WERE MEASURED USING REAL TIME KINEMATIC GLOBAL

DIFFERENT SURVEY METHODS. WHEN GPS WAS PRACTICAL, HORIZONTAL AND VERTICAL

THE POSITIONAL DATA OF THE UPLAND TOPOGRAPHIC POINTS WAS COLLECTED USING TWO

THE PROJECT.

THE THREE-WIRE LEVEL RUNS USED TO ESTABLISH AND VERIFY VERTICAL CONTROL FOR

VALUES FOR CONTROL POINTS ESTABLISHED ON-SITE. A LEICA MODEL NA2 WAS USED FOR

SESSIONS WERE AVERAGED TO DERIVE THE FINAL HORIZONTAL AND VERTICAL COORDINATE

SESSIONS TO ENSURE REDUNDANCY. THE COORDINATES ACHIEVED FROM THE SEPARATE

EACH CONTROL POINT WAS OBSERVED TWICE ALLOWING AT LEAST TWO HOURS BETWEEN

OVER THE POINT TO BE COLLECTED AND SUPPORTED IN PLACE WITH A BI-POD FOR STABILITY.

WHEN ESTABLISHING AND CHECKING IN TO CONTROL POINTS, THE EQUIPMENT WAS POSITIONED

VERIFIED BY REAL TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK GPS) PROCEDURES.

PROCEDURES. THE HORIZONTAL POSITIONS OF ALL CONTROL POINTS WERE ESTABLISHED/

PROCEDURES WERE DERIVED USING GEOID 2003.

BY THREE-WIRE LEVELING TECHNIQUES. ORTHOMETRIC HEIGHTS MEASURED BY RTK-GPS

ELEVATIONS OF TEMPORARY CONTROL POINTS ESTABLISHED ON-SITE WERE DERIVED

U 524 (PID AJ6210), S 193 18 (PID AJ6211), AND S 193 20 (PID AJ6212).

FOLLOWING NATIONAL GEODETIC SURVEY (NGS) CONTROL STATIONS:

THE HORIZONTAL AND VERTICAL CONTROL WAS BASED ON DIRECT TIES TO THE

1988 (NAVD 88).

THE VERTICAL DATUM REFERENCED WAS THE NORTH AMERICAN VERTICAL DATUM OF

ZONE, UNITS - U.S. SURVEY FEET, NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT).

FOLLOWING HORIZONTAL DATUM: FLORIDA STATE PLANE COORDINATE SYSTEM, EAST

PROJECT CONTROL AND DATUM. ALL SURVEY DATA WAS GEO-REFERENCED TO THE

INTERSECTION OF U.S. 441 AND FLORIDA STATE ROAD 78 IN OKEECHOBEE, FL.

THE TAYLOR CREEK LOCK (S193) AND IS APPROXIMATELY 2 MILES EAST OF THE

THE BURIED CANAL DRAINAGE CULVERT TCC. THE CULVERT IS LOCATED JUST WEST OF

OF THE HERBERT HOVER DIKE, RIM CANAL AND LAKE OKEECHOBEE WITHIN 1000 FEET OF

PURPOSE OF SURVEY. THE PURPOSE OF THIS SURVEY WAS TO DEFINE THE TOPOGRAPHY

REFER TO USACE SURVEY NUMBER 11-105.

OPERATIONS.

ROAD, PAVED RECREATION TRAIL AND DIKE EMBANKMENT CAUSED BY HIS

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO THE PAVED ACCESS

A/G-03 FOR CULVERT ACCESS.

ACCESS TO THE SITE FROM STATE ROAD 78 JUST WST OF HIGHWAY 441. SEE DWG.

-5

P P

5 5

PAVEMENT

SAWCUT AND REMOVE

PAVEMENT

SAW-CUT AND REMOVE

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

GRAPHIC SCALES

40’ 0 40’ 80’

D E

M O

N P

L A

AS SHOWN

C/C-01

G C

W K

M W

W J T

G C

M C x x x x x x -H

H D

C T

C -D

P -1

G N

DEMOLITION PLAN

NOTES

TO BE REMOVED

(ROCKS W/ POURED CONC.)

EXISTING GROUTED RIPRAP

TO BE REMOVED

EXISTING ASPHALT PAVEMENT

F E

N C

E T

O B

E R

E M

O V

E D

E X

G C

H A

LEGEND

OR AFTER CONSTRUCTION.

IN A SAFE LOCATION. THE GOVERNMENT WILL COLLECT THESE MATERIALS DURING

EXISTING GUARDRAIL AND GUARD CABLE SHALL BE REMOVED AND STOCKPILED

COMPLETION OF EMBANKMENT AND NEW ASPHALT PAVEMENT.

LOCATION. CONTRACTOR SHALL REINSTALL CHAIN LINK FENCE, UPON

EXISTING CHAIN LINK FENCE, SHALL BE REMOVED AND STORED IN A SAFE

ASPHALT PAVEMENT AND DISPOSE IN ACCORDANCE WITH THE SPECIFICATIONS.

CONTRACTOR SHALL REMOVE EXISTING GROUTED RIPRAP AND EXISTING

CONSTRUCTION LIMITS

CABLE TO BE REMOVED

146 LF OF EXIST. GUARD

REMOVED

TO BE

GUARDRAIL

EXISTING

30 LF OF

150 LF OF EXISTING GUARDRAIL TO BE REMOVED

GUARDRAIL TO BE REMOVED

265 LF OF EXISTING

R E

M O

V E

G U

A R

D R

O B

L F O

F E

RIPRAP

GUARDRAIL

BORING

SURVEY CONTROL MONUMENT

ASPHALT PAVEMENT

(3 STRANDS BARB WIRE)

CHAIN LINK FENCE

CENTERLINE

ROAD RELOCATION

-5

P P

5 5

CONSTRUCTION LIMITS

PAVEMENT

MEET EXISTING

E 721,942.92 N 1,044,364.81

BEGIN INSTALL FENCE:

E 721,891.51 N 1,044,511.33

END INSTALL FENCE:

TEMPORARY SILT FENCE

CUTOFF WALL

DRAINAGE STRUCTURE

APPROX. LIMITS OF

CENTERLINE

ASPHALT ROAD

ROAD

EDGE OF ASPHALT

CENTERLINE

APPARENT

CHIMNEY DRAIN

(TYP.)

NEW PAVEMENT

PAVEMENT

MEET EXISTING

W/ 50’ R

42 LF GUARDRAIL

RIPRAP LIMITS

G C

W K

M W

S 19 3 20

T A

Y L

O R C

R E

E K L

O C

K S

T R

U C

T U

R E

C/C-03

C/C-02

J T

G C

GRAPHIC SCALES

60’30’030’

E 721,976.88 x x x x x x -H

H D

C T

C -S

P -0

G N

84’ (TYP.)

’ W

T H

E P

L A

N 1,044,249.32

E 721,643.61

E 721,925.92

N 1,044,429.47

N 1,044,340.37

E 721,632.61

N 1,044,389.85

E 721,630.48

N 1,044,402.42

E 721,647.76

N 1,044,428.84

E 721,666.03 N 1,044,423.69

E 721,561.22

N 1,044,550.90

E 721,879.73

N 1,044,638.33

LEGEND

NOTES

FOR ROAD ALIGNMENT SEE DWG. C/C-05

FOR CORE BORING INFORMATION SEE SPECIFICATIONS.

BE LIMITED TO THE DIKE EMBANKMENT, PAVED ROAD, AND SOD.

THE PRE- CONSTRUCTION CONDITION. THIS WILL INCLUDE BUT NOT

ARE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN

FEATURES DAMAGED OR DISTURBED DURING CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING ALL

INFORMATION.

SEE SPECIFICATION FOR LAKE OKEECHOBEE WATER LEVEL

THROUGH EXISTING BARRELS OF THE STRUCTURE AS SHOWN.

THE CONTRACTOR SHALL INSTALL A CUTOFF WALL EXTENDING

MATCH THE CENTERS OF CANAL AND LAKESIDE HEADWALLS.

ADJUST THE APPARENT CENTERLINE OF THE STRUCTURE TO

LOCATION 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

STRUCTURE IS NOT VISIBLE FROM THE SURFACE.

THE ENTIRE STRUCTURE COVERED WITH FILL MATERIAL. THE

DRAWINGS). THE CULVERT STRUCTURE WAS ABANDONED AND

HEADWALLS AT THE LAKE AND RIM CANAL (SEE RESOURCE

CONSTRUCTED IN 1936. THE CULVERT INCLUDES MASONRY

(ASSUMED) THICK METAL, MULTI -PLATED BARRELS

10’ INSIDE DIAMETER BITUMINOUS- COATED RIBBED 7/32"

TAYLOR CREEK DRAINAGE STRUCTURE CONSISTS OF EIGHT

C/C-03

E 721,930.23

N 1,044,511.14

E 721,906.02

N 1,044,504.52

E 721,888.15

N 1,044,569.93

E 721,897.70

N 1,044,572.54

S 19 3 20

HHD11-TCC-CB-1

HHD11-TCC-CB-3

HHD11-TCC-CB-4

HHD11-TCC-CB-2

102’

DRAINAGE BLANKET

0 0

0+00

0+28

5’

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

70’

E 721,812.31

N 1,044,450.97

N 1,044,348.25

E 721,840.18

RIPRAP (MIN. 2’)

COARSE DRAINAGE STONE

FINE DRAINAGE STONE

FILTER MATERIAL

SELECT FILL

EMBANKMENT FILL

CUTOFF WALL

SEE DETAIL 1

SEE DETAIL 2

EXISTING EMBANKMENT

GRADE

MATCH EXISTING

GUARDRAIL

SEE NOTE 2

DRAINAGE BLANKET

UPPER LIMIT OF

AS SHOWN

P D

M C

M W

X X

X X -H

H D

T C -C

C .D

G N

C/C-03

GRAPHIC SCALES

RIP RAP

FILTER MATERIAL

COARSE DRAINAGE STONE

FINE DRAINAGE STONE

EMBANKMENT FILL

SECTIONA

C/C-02

C R

O S

S S

E C

N A

N D D

E T

H H

D C

T C

T D

E T .D

G N

H H

D C

T C -C -S

C S

E C .D

G N

5.0’MIN.

EL. 5.0’

EL. 25.0

CANAL SIDE

EL. 15.0’

30’6’

1’

4’

PRIME COAT

6" AGGREGATE BASE COURSE

2’ 2’

1H:1V

SOD SOD

EL. 40.0

EL. 40.2 EL. 40.0

16’

C L

GRADE

MEET EXISTING

C/C-03

2’ (MIN.) RIPRAP

1’ COARSE DRAINAGE STONE

1’ FINE DRAINAGE STONE

VARIES

SELECT FILL

C/C-03

EXISTING GRADE

1’

2’

NOTE:

LIMITS OF SOD LIMITS OF SOD

77’

(SEE NOTE 3)

TYPE SP-9.5 OR SP-12.5

SURFACE COURSE, FDOT

2" BITUMINOUS CONCRETE

C/C-03

TYPICAL PAVING DETAIL

DETAIL

N.T.S.

TYPICAL TIE IN OF EXISTING SLOPES AND EMBANKMENT

C/C-02 N.T.S.

TYPICAL GUARDRAIL DETAIL

2’ 3’

C/C-03

16’ PAVEMENT

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

SELECT FILL

CULVERT (8 - 10’ DIA. PIPES)

N.T.S.

INV. EL. 5.7’

EL. 12.0’

N A

V D

107’

N.T.S.

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

-5

DRAINAGE BLANKET

CUTOFF WALL

EXISTING FLUME

OF STRUCTURE

APPARENT CENTERLINE

S 19 3 20

LAKESIDE

X X

X X -X

X X

X -X

X X

X .D

G N

AS SHOWN

C/C-04

G R

A D

G P

L A

H H

C T

C -S

P -G

R A

D .d g n

H H

C T

C -S

P -t o p o .d g n

P D

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

CANAL SIDE

40’20’020’

GRAPHIC SCALE

H H

D C

T C

S P

A L

G .D

G N

X X

X X -H

H D

C T

C C

G N

M C

K M

C/C-05

O M

E T

A Y

O U

2+78

0+00

0+28

R E

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

34’35.4858" EN 40°Tangent Direction:

25’24.5141" ES 49°Radial Direction:

43’46.6572" EN 57°Chord Direction:

07’02.1714" ES 15°Radial Direction:

52’57.8285" EN 74°Tangent Direction:

1.8620External:

1.7792Middle Ordinate:

23.5941Chord:

12.3462Tangent:

23.9503Length:

14’22.0156"143°Degree of Curvature (Arc):

Left18’22.3427"34°Delta:

40.0000Radius:

721912.081044415.762+78.24( )PT

721881.701044441.78( )CC

721904.051044406.382+66.64( )PI

721892.131044403.162+54.29( )PC

Element: Circular

131.0758Tangential Length:

52’57.8285" EN 74°Tangential Direction:

721892.131044403.162+54.29( )PC

721765.591044368.981+23.22( )PT

Element: Linear

52’57.8285" EN 74°Tangent Direction:

07’02.1714" ES 15°Radial Direction:

22’22.2355" ES 85°Chord Direction:

22’17.7005" WS 24°Radial Direction:

37’42.2994" ES 65°Tangent Direction:

5.6217External:

5.2912Middle Ordinate:

60.8085Chord:

32.3034Tangent:

62.0289Length:

39’43.1180"63°Degree of Curvature (Arc):

Left29’19.8721"39°Delta:

90.0000Radius:

721765.591044368.981+23.22( )PT

721742.121044455.86( )CC

721734.411044360.550+93.49( )PI

721704.981044373.880+61.19( )PC

Element: Circular

61.1865Tangential Length:

37’42.2994" ES 65°Tangential Direction:

721704.981044373.880+61.19( )PC

721649.251044399.130+00.00( )POB

Element: Linear

EastingNorthingStation

TCC Access RoadAlignment Name:

Project: TCC Access Road Horizontal Alignment Review Report

17.9535Tangential Length:

23’45.1899" EN 80°Tangential Direction:

721649.251044399.130+17.95( )POE

721631.541044396.140+00.00( )POB

Element: Linear

EastingNorthingStation

TCC Intersect Access Align-1Alignment Name:

TCC Access RoadProject:

Horizontal Alignment Review Report

28.1916Tangential Length:

44’23.2026" WS 15°Tangential Direction:

721649.251044399.130+28.19( )POE

721656.891044426.270+00.00( )POB

Element: Linear

EastingNorthingStation TCC Intersect Access Align-2Alignment Name:

TCC Access RoadProject:

Horizontal Alignment Review Report

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

C/R-201 x x x x x x -H

H D

C T

C R

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

ASSUMED DATUM: NGVD29

M C

M W

P D

A S -B

T R

E S

O U

R C

E D

R A

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

x x x x x x -H

H D

C T

C R

R E

F .D

G N

C/R-202

ASSUMED DATUM: NGVD29

M C

P D

M W

A S -B

T R

E S

O U

R C

E D

R A

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

x x x x x x -H

H D

C T

C R

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-203

ASSUMED DATUM: NGVD29

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

P D

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-204 x x x x x x -H

H D

C T

C R

R E

F .D

G N

ASSUMED DATUM: NGVD29

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-205 x x x x x x -H

H D

C T

C R

R E

F .D

G N

ASSUMED DATUM: NGVD29

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-206 x x x x x x -H

H D

C T

C R

R E

F .D

G N

ASSUMED DATUM: NGVD29 A

S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

x x x x x x -H

H D

C T

C R

R E

F .D

G N

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-207

ASSUMED DATUM: NGVD29

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-208 x x x x x x -H

H D

C R

R E

F .D

G N

ASSUMED DATUM: NGVD29 A

S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-209 x x x x x x -H

H D

C T

C R

R E

F .D

G N

ASSUMED DATUM: NGVD29 A

S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-210 x x x x x x -H

H D

C T

C R

R E

F .D

G N

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-211 x x x x x x -H

H D

C T

C R

R E

F .D

G N

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

H A

A T

N P

R O J E

C T

H E

R B

E R

T H

O O

V E

R D

H H

D -C

T C -G

-B S

B R

D R .D

G N

In v

N o

D a te d

D w n b y

C k d b y

DRAWING NO.

Scale:

D e s ig n e d b y

F il e n a m e

R e fe re n c e f il e s

A B

A N

D O

N M

E N

T A

Y L

O R C

R E

E K C

U L

V E

R T

8 7 6 5 4 3 2 1

US Army Corps

SAFETY ON THIS JOB

DEPENDS ON YOU

Jacksonville District of Engineers

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

J A

C K

S O

N V

L E D

T R

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E F

L O

N O

W E

P -1

-R -0

AS SHOWN

FOR INFOMATION ONLY

RESOURCE DRAWING

C/R-212 x x x x x x -H

H D

C T

C R

R E

F .D

G N

A S -B

T R

E S

O U

R C

E D

R A

M C

M W

xxxxxx-HHDCTC-GI001-Default-000

xxxxxx-HHDCTC-GI-003LOC-Default-000

xxxxxx-HHDCTC-GI-003VIC-Default-000

xxxxxx-HHD_C_TC-DP-C101-Default-000

xxxxxx-HHDCTC-SP102-Default-000

xxxxxx-HHDC-TCC_CF503-Default-000

XXXXXX-HHDCTCC-C04GRAD-Default-000

XXXXXX-HHDCTC-C-105-Default-000

xxxxxx-HHDCTC-GI-001REF-Default-000

xxxxxx-HHDCTC-GI-002REF-Default-000

xxxxxx-HHDCTC-GI-003REF-Default-000

xxxxxx-HHDCTC-GI-004REF-Default-000

xxxxxx-HHDCTC-GI-005REF-Default-000

xxxxxx-HHDCTC-GI-006REF-Default-000

xxxxxx-HHDCTC-GI-007REF-Default-000

xxxxxx-HHDCTC-GI-008REF-Default-000

xxxxxx-HHDCTC-GI-009REF-Default-000

xxxxxx-HHDCTC-GI-010REF-Default-000

xxxxxx-HHDCTC-GI-011REF-Default-000

xxxxxx-HHDCTC-GI-012REF-Default-000

File details come from the government source that posted it. Updated Nov 14, 2017.