KRR_S-69_Weir_CNT_12A_PLANS.pdf

PDF 47 MB Posted Jun 21, 2017

Attached to: Kissimmee River Restoration Project, Structure 69 Weir and Canal Backfill, Okeechobee and Highland Counties, Florida
Solicitation number: W912EP-17-R-0018
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
W912EP-17-R-0018-0006.pdf	PDF	Jul 19, 2017
W912EP-17-R-0018_Amendment_0005.pdf	PDF	Jul 18, 2017
W912EP-17-R-0018_0004.pdf	PDF	Jul 17, 2017
W912EP-17-R-0018_Amendment_0003.pdf	PDF	Jul 10, 2017
NOTE_TO_OFFERORS_RE_Teleconference.pdf	PDF	Jul 6, 2017
W912EP-17-R-0018-0002.pdf	PDF	Jun 30, 2017
2017.06.27_Pre-Bid_Site_Visit_Attendees.pdf	PDF	Jun 30, 2017
Weir Downstream Grading 2017-06-08.dtm	—	Jun 23, 2017
East Weir Hydraulic Grading 27.8.dtm	—	Jun 23, 2017
canal backfill, collector canal, and sump.dtm	—	Jun 23, 2017
bypass - grading, canal, RR spur.dtm	—	Jun 23, 2017
S-69_Mosaiced_-_March_2017_hydrosurvey_update.dtm	—	Jun 23, 2017
Elev 28 - degrade area.dtm	—	Jun 23, 2017
W912EP-17-R-0018-0001.pdf	PDF	Jun 23, 2017
Canal Plug - Phase 1.dtm	—	Jun 23, 2017
Levee - West - Ramp at End.dtm	—	Jun 23, 2017
Canal Plug - Phase 2 - Select Fill.dtm	—	Jun 23, 2017
Reach 3 Repair and Stockpile 2017-05-12 .dtm	—	Jun 23, 2017
East Levee 2017-05-12.dtm	—	Jun 23, 2017
Vol_1_W912EP-17-R-0018_.pdf	PDF	Jun 21, 2017
KRR_S-69_Weir_GDR_2016_2-16-17.pdf	PDF	Jun 21, 2017
KRR_S-69_Weir_CNT_12A_Specs_Vol_2_(1)-20JUN2017.pdf	PDF	Jun 21, 2017

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Oak

Cracker

Trail

TO SEBRING

Basinger

Cem.

S-65D

L a m b

R d

W a lk e r

Lo fto n R d.

CSX

Hammock

Ch an dle r Sl ou gh

F lo ri d a

Basinger

D u rr a n c e

C h a n d le r R d

Is la n d R d

Fort

Sta.

BASINGER

Kissimmee

Underhill Rd.

Basinger

Cornwell

Fort

Basinger

C O

U N T Y v Ri e r

K i s simm e e

700B

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US Army Corps

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\01 General\COVER

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TALLAHASSEE

GEORGIA

ALABAMA

PENSACOLA

JACKSONVILLE

ORLANDO

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FT MYERS

KEY WEST

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OKEECHOBEE

TAMPA

OF WORK

LOCATION

MIAMI

OKEECHOBEE AND HIGHLANDS COUNTIES, FLORIDA

W912EP-17-R-0018

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

KISSIMMEE RIVER RESTORATION PROJECT

G-00

N E

R A

C O

OF WORK

VICINITY

S-69 WEIR AND CANAL BACKFILL

VICINITY MAP LOCATION MAP

P M

C W

C D

JUNE 2017

G-01

N E

R A

E X T

O D

R A

GENERAL

INDEX TO DRAWINGS

SHEET TITLESHEET ID

ABBREVIATIONS & SYMBOLS

PROJECT FEATURES AND ACCESS PLAN

CSX RIGHT OF WAY PLAN

SURVEY AND MAPPING

EXISTING CONTOURS

GEOTECHNICAL

1983 - NAD 83.

AND REFERENCED TO THE NORTH AMERICAN DATUM OF

MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA

2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

GENERAL NOTES

S-01

S-02

S-03

S-04

S-05

S-06

STRUCTURAL

WEIR PLAN

STEEL SHEET PILE WEIR PLAN AND DETAILS

ELEVATIONS

SECTIONS AND DETAILS

CIVIL

UPSTREAM BACKFILL PLAN

B-01

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

BORING LOCATIONS

BORING LOCATIONSB-02

G-01

G-02

G-03

G-04

V-01

V-02

V-03

SITE PLAN

WEIR AND LEVEE LAYOUT

WEIR PLAN

WEIR TERMINATION PLAN

TYPICAL DEGRADE AND CANAL BACKFILL SECTIONS

UPSTREAM BACKFILL SECTION - REPAIR

C-38 CANAL - BACKFILL SECTIONS

REVETMENT DETAILS

WEIR - LEVEE TRANSITION SOUTHEAST

WEIR - LEVEE TRANSITION SOUTHWEST

SAFETY BARRIER

HORIZONTAL LAYOUT CONTROL LINE DATA

PHASE 1 CONSTRUCTION PLAN

PHASE 1 GRADING PLAN

PHASE 2 CONSTRUCTION PLAN

C-25

SURVEY CONTROL PLAN

CROSS SECTIONS

CROSS SECTIONS PHASE 1 CONSTRUCTION

CROSS SECTION C-38 BACKFILL SEQUENCE

CROSS SECTIONS PHASE 1 CONSTRUCTION

AQUATIC PLANTING PLAN

CROSS SECTIONSC-09A

C-26 DETAIL - STONE ARMOR

C-17A WARNING SIGN AND DETAILS

C D

P M

C W

CROSS SECTIONS AND PLAN VIEW

REVETMENT DETAILSC-13A

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S -6

N D C

A N

A L B

A C

K F

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DRAWING WHERE SHOWN

SMALL CONDITIONS DETAIL INDICATOR

SCALE REFERENCE

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DRAWING WHERE SHOWN

DETAIL BOUNDRY

A-302

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

S-506

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

A-201 A-201 A-202 A-202

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

ESTIMATEEST

EQUIPMENTEQUIP

EQUALEQ

ELEVATIONEL

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEMOLITIONDEMO

DEGREEDEG

CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CENTERCTR

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CHANGE ORDER REQUESTCOR

CONCRETECONC

CLEARCLR

CENTERLINECL

BETWEENBTWN

BOTTOMBOT

BELOWBLW

BULKHEADBLKHD

BUILDINGBLDG

AMERICAN WATER WORKS ASSOCIATIONAWWA

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

ASYMMETRICALASYM

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

ASSEMBLYASSY

AMERICAN SOCIETY OF MECHANICAL ENGINEERSASME

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

AS REQUIREDAR

APPENDIXAPPX

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALIGNMENTALNMT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDENDUMADDM

ADDITIONALADDL

ACROSSACR

AMERICAN CONCRETE INSTITUTEACI

ABNORMALABNL

ABANDONABAN

ARCHITECT/ENGINEERA/E

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS LINE SYMBOL KEY

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

RIGHT-OF-WAY

PROPERTY LINE

(EARTH)

COMPACTED FILL

(GRAVEL)

GRAVEL

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

WALL SECTION

SCALE: 1/4"=1'-0"

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

DRAWING AREA TITLE

(GRVSCL)

BEDDING MATERIAL

A1 30' 60'00 10' 20'

DIKE CROSS SECTION STA 2+30 TO STA 5+43

SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'

IDENTIFICATION

SCALE REFERENCE

GRAPHIC SCALES

REDUCED TO FIT

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

OUT IN DETAIL

LOCATION CALLED

AND MARK No.

NOMENCLATURE

G-02

P .M .R

C .W .H

C .D .R

G E

N E

R A

A B

B R

E V

N S A

N D S

Y M

B O

L S

(EARTH, 45^)

EXISTING SOIL

(RIPRAP)

RIPRAP

SURVEY MONUMENT

IDENTITY SYMBOL KEY

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

TURF REINFORCEMENT MATTRM

TOP OF BANKTOB

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

CENTEROCON

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL ELECTRIC CODENEC

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LARGELRG

LINEAR FOOTLF

(CONC)

CONCRETE

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

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K E

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\01 General\Abbreviations and Symbols

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N /A

J A

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T R

A N M

A R

C O B

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J A

C K

S O

N V

L E F

M E

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E R R

E S

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N D H

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A N

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N T

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L O

S -6

N D C

A N

A L B

A C

K F

CSX RR

F T

O N R

O A

CSX RR

SUBDIVISION

RIVER ACRES

STAGING AREA

(SEE NOTE 1)

GATED ACCESS

(BY OTHERS)

PROTECTION IMPROVEMENTS

EXISTING RIVER ACRES FLOOD

LEVEE

PROTECTION

EXISTING CSX

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

LEVEE

CSX PROTECTION

TIE TO EXISTING

WEIR

RIVER CHANNEL

EXISTING KISSIMMEE

RR EMBANKMENT

TIE TO EXISTING CSX

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

= 3.15 ± MILES

ACCESS FROM US HWY 98

LEVEE

WEST TIEBACK

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

RIVER CHANNEL

EXISTING KISSIMMEE

F L

O W

F L

O W

EXISTING LEVEE

FLOW

F L

O W

Y=1088931.76

X=649136.53

Y=1089911.74

X=647401.56

Y=1090566.36

X=647531.05

Y=1090674.20

X=646855.89

Y=1091252.00

X=646521.00

Y=1091258.89

X=645598.31

Y=1092079.25

X=645728.16

Y=1093670.90

X=645556.13

Y=1094695.59

X=645088.13

Y=1095036.01

X=645437.93

Y=1095877.11

X=645859.78

Y=1096082.73

X=645838.00

Y=1095719.16

X=644926.75

Y=1096136.11

X=643907.03

Y=1095578.22

X=643972.63

Y=1095389.35

X=642827.20

Y=1094298.31

X=642932.91

Y=1094319.57

X=643210.57

Y=1092059.58

X=643149.82

Y=1091420.17

X=644367.63

Y=1091311.77

X=644307.66

Y=1091066.32

X=644938.03

Y=1088690.83

X=649122.34

C -3

A N

A L

BARRIER

SAFTEY

Y=1091221.43

X=644468.33

Y=1091199.24

X=644575.67

W/ SOLAR LIGHTING

WARNING SIGN

EAST TIEBACK LEVEE

BARRIER

SAFETY

BOUNDARY

PROJECT

EXISTING DREDGE

DISPOSAL AREA

121 AC. ±

SIGN (SEE NOTE 2)

NO TRESSPASSING

PARTIAL BACKFILL / SUMP FEEDER CANAL

REMOVE EXISTING BARBED WIRE FENCE.

E 643852.7

N 1096602.5

E 644784.9

N 1096730.7

E 645045.5

N 1096657.4

E 645071.9

N 1096529.1

E 644839.9

N 1096380.5

STAFF GAGE

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A C

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G-03

0 500' 1000'

PROJECT FEATURES & ACCESS PLAN

SCALE: 1" = 500'

C .D .R

P .M .R

C .W .H

GENERAL NOTES

LEGEND

C-38 BACKFILL

EXISTING C-38 BACKFILL COMPLETED SEPT.

G E

N E

R A

P R

O J E

C T F

E A

T U

R E

S A

C C

E S

S P

OF THE PROJECT.

CONTRACTOR SHALL STAY ONLY WITHIN THE FOOTPRINT

WETLANDS AND OTHER SURFACE WATERS, THE

IMPRISONMENT. WHEN WORKING IN, ON OR OVER

TO WETLANDS MAY RESULT IN FINES AND/OR

BY STATE AND FEDERAL LAW. ANY INTENTIONAL DAMAGE

WETLANDS ARE SENSITIVE ENVIRONMENTS PROTECTED

WARNING:

500 FT. PER STATE STATUTES CHAPTER 810.

"CONSTRUCTION SITE - NO TRESSPASSING SIGNS" EVERY

THE CONSTRUCTION PROJECT BOUNDARY WITH

2. CONTRACTOR SHALL POST THE ENTIRE PERIMETER OF

UTILIZE THE C-38 CANAL FOR CONSTRUCTION ACCESS.

PROJECT SITE ON THE WEST SIDE OF THE C-38 CANAL.

1. THERE IS NO DIRECT VEHICULAR ACCESS TO THE

-5

Y=1091212.72

X=644463.44

Y=1091202.84

X=644460.85

Y=1091071.91

X=644428.23

Y=1091061.84

X=644425.72

Y=1090908.00

X=645005.60

Y=1090897.97

X=645003.10

Y=1090767.00

X=644970.47

Y=1090756.73

X=644967.95

TRACK

OF CSX RR

CENTER LINE

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SHEET KEYNOTES

F L

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GENERAL SHEET NOTES

60' 120'0

CSX RIGHT OF WAY PLAN

SCALE: 1" = 60'

C .D .R

P .M .R

RIGHT OF WAY.

1. NO PERSONNEL OR WORK SHALL ENCROACH ON THE CSX

4. WEST TIEBACK LEVEE

3. EAST TIEBACK LEVEE

2. LIMITS OF CONSTRUCTION

1. CSX RAILROAD RIGHT OF WAY

G E

N E

R A

C S

X R

H T O

F W

A Y P

Slough

Ash

C y p re s s

S a n d fl y

Oak

DAD

IS.

Cracker

Trail

R d

TO SEBRING

Micco Bluff

Bluff

Basinger

Cem.

S-65C

S-65D

L a m b

R d

W a lk e r

Lo fto n R d.

CSX

Platt

Hammock

Ch an dle r Sl ou gh

F lo ri d a

H am m ock

T urkey

Basinger

D u rr a n c e

Thomas Rd.

C h a n d le r R d

Is la n d R d

Underhill Sawgrass Pond

G o re lo u g h

G u ll y

Yates Marsh

Fort

Sta.

BASINGER

Camp

River

Kissimmee

Underhill Rd.

C a n a l

Basinger

Cornwell

Fort

Basinger

C an al

C r.

C O

U N T Y

K i s s i m m e e

FLYING "B"

RANCH AIRPORT

e v

Pitman

Bay m m e

Ri e r

K i s simm e e

700B

AH9327

KR 1495

AJ6096

H 499

AJ6093

F 499

AH9323

KR 1634 GPS

DF8391

KR 1357

AH9319

KR 1625 GPS

AH9318

KR 1626 GPS

DF8387

R 553

DF8384

N 553

AF7416

FLGPS 55

O N R

CSX RR

US 98

U S

C-38

C -3

S-65C

LOCATION

PROJECT

RIVER

ACRES

BASINGER

FORT

BASINGER

TURKEY

HAMMOCK

OAK

HAMMOCK

S-65D

UNDERHILL RD.

V-01

SCALE: 1'=3000'

C .D .R

P .M .R

C .W .H

S U

R V

E Y C

O N

T R

O L P

L A

SURVEY CONTROL PLAN

6000'0 3000'

AH9327

AJ6096

AH9323

AJ6093

DF8391

AH9318

AH9319

DF8387

DF8384

AF7416

NO.

KR 1495

H 499

KR 1634 GPS

F 499

KR 1357

KR 1626 GPS

KR 1625 GPS

R 553

N 553

FLGPS 55

DESIGNATION

615675.48

653210 SC

671998.40

661640 SC

649010 SC

644814.20

648126.34

638660 SC

623360 SC

607933.94

X-EASTING

1129607.53

1109630 SC

1109403.51

1105920 SC

1083610 SC

1081320.60

1082982.77

1087350 SC

1106690 SC

1111853.35

Y-NORTHING

44.14

44.21

42.30

37.12

33.34

35.66

32.91

38.30

35.88

40.12

NAVD88

SURVEY CONTROL POINTS

EAST ZONE (0901), NAD83(2007). U.S. SURVEY FEET.

ARE IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA

THIS COORDINATE FOR CONTROL. HORIZONTAL POSITIONS

SC INDICATES A SEALED HORIZONTAL POSITION, DO NOT USE

NOTE:

LEGEND

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL POINT

SURVEY NOTES

S U

R V

E Y A

N D M

A P

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\03 Survey Mapping\Survey Controls

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

25 25

5 25

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

F L

O W

C -3

V-02

400'0 200'

C .D .R

P .M .R

C .W .H

EXISTING CONTOURS

SCALE: 1" = 200'

SURVEY NOTES

S U

R V

E Y A

N D M

A P

E X

G C

O N

T O

MATCHLINE SEE SHEET V-03

HYDROGRAPHIC SURVEYS.

SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1

EQUIPMENT CALIBRATIONS WERE FOLLOWED DURING THIS

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD

RTK SURVEYING METHODS FOR HORIZONTAL POSITIONING.

4. THIS HYDROGRAPHIC SURVEY WAS PERFORMED UTILIZING

GENERAL CONDITIONS AT THAT TIME.

SURVEYS CAN ONLY BE CONSIDERED AS INDICATING THE

COLLECTED NOVEMBER 22, 2016 AND MARCH 2, 2017. THE

19, 2009 AND APRIL 7, 2010 AND ADDITIONAL SURVEYS

RESULTS OF A SURVEY'S PERFORMED BETWEEN NOVEMBER

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

- NAD 83.

AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983

MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA

2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\03 Survey Mapping\Existing Contours

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

5 1

20 2

25 2

0 3

5 3

F L

O W

C -3

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

LIMITS OF CONSTRUCTION

PROJECT BOUNDARY/

CSX RR

V-03

400'0 200'

EXISTING CONTOURS

SCALE: 1'=200'

C .D .R

P .M .R

C .W .H

SURVEY NOTES

S U

R V

E Y A

N D M

A P

E X

G C

O N

T O

MATCHLINE SEE SHEET V-02

HYDROGRAPHIC SURVEYS.

SURVEY IN ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1

EQUIPMENT CALIBRATIONS WERE FOLLOWED DURING THIS

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD

RTK SURVEYING METHODS FOR HORIZONTAL POSITIONING.

4. THIS HYDROGRAPHIC SURVEY WAS PERFORMED UTILIZING

GENERAL CONDITIONS AT THAT TIME.

SURVEYS CAN ONLY BE CONSIDERED AS INDICATING THE

COLLECTED NOVEMBER 22, 2016 AND MARCH 2, 2017. THE

19, 2009 AND APRIL 7, 2010 AND ADDITIONAL SURVEYS

RESULTS OF A SURVEY'S PERFORMED BETWEEN NOVEMBER

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

- NAD 83.

AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983

MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA

2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\03 Survey Mapping\Existing Contours

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

CB-03-KRWD-03

CP10-KRRS69-AB-01

CP10-KRRS69-CB-04

CP10-KRRS69-PZ-01

CP10-KRRS69-PZ-02

CB-03-KRWD-04CB-03-KRWD-01

CB-03-KRWD-02

CP10-KRRS69-CB-07

CB-03-KRWD-05

CP10-KRRS69-AB-02

CP10-KRRS69-PZ-03

CP10-KRRS69-CB-09

CB-03-KRWD-06

CP10-KRRS69-CB-10

CP10-KRRS69-CB-08

CB-03-KRWD-07

CP10-KRRS69-CB-12

CP10-KRRS69-CB-12A

CP10-KRRS69-CB-13

CP10-KRRS69-CB-14 CP10-KRRS69-AB-04

CB-03-KRWD-08

CP10-KRRS69-CB-11

CP10-KRRS69-AB-03

CP10-KRRS69-CB-01

CP10-KRRS69-CB-02

CP10-KRRS69-CB-06

CP10-KRRS69-CB-03

CB-KRSPD-34

CB-KRSPD-35

CB-KRSPD-36

CB-KRSPD-37

CB-KRSPD-38

CB-KRSPD-39

CB-KRSPD-40

CP16-KRRS69-HA-15

CP16-KRRS69-HA-17

CP16-KRRS69-HA-19

CP16-KRRS69-HA-18

CP16-KRRS69-HA-16

GENERAL NOTES

TABLE

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\04 Geotechnical\Boring Plan Sheet

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

400'0 200'

G E

O T

E C

H N

B-01

BORING LOCATIONS

SCALE: 1" = 200'

P M

C W

B O

G L

O C

A T

WEIR

BORING DESCRIPTIONS)

SOIL BORING (REFER TO SPECIFICATIONS FOR

CSX RR

C -3

F L O

BORING COORDINATES

BORING X X

MATCHLINE SEE SHEET B-02

CB-KRSPD-40 644315 1091760

CB-KRSPD-39 643892 1092440

CB-KRSPD-38 644554 1092970

CB-KRSPD-37 643973 1093498

CB-KRSPD-36 644486 1094133

CB-KRSPD-35 643813 1094600

CB-KRSPD-34 644268 1095269

CB-03-KRWD-10 645146 1091349

CB-03-KRWD-09 644501 1091511

CB-03-KRWD-08 645275 1092150

CB-03-KRWD-07 644637 1092143

CB-03-KRWD-06 645328 1092651

CB-03-KRWD-05 644702 1092623

CB-03-KRWD-04-R 645322 1093150

CB-03-KRWD-03-R 645140 1093149

CB-03-KRWD-02-R 644956 1093143

CB-03-KRWD-01 644676 1093127

CP10-KRRS69-PZ-03 645372.9 1093134.5

CP10-KRRS69-PZ-02 645372.2 1093226.3

CP10-KRRS69-PZ-01 645395.7 1093299.5

CP10-KRRS69-CB-18 645027.9 1091116.2

CP10-KRRS69-CB-17 644435 1091220.6

CP10-KRRS69-CB-16 645195 1091424.4

CP10-KRRS69-CB-15 644394.3 1091398.1

CP10-KRRS69-CB-14 645208.7 1091738.2

CP10-KRRS69-CB-13 644550.1 1091724.8

CP10-KRRS69-CB-12A 644598 1092005.1

CP10-KRRS69-CB-12 644598 1092005.1

CP10-KRRS69-CB-11 645273 1092309.6

CP10-KRRS69-CB-10 645350.7 1092610

CP10-KRRS69-CB-08 644238 1091993.1

CP10-KRRS69-CB-07 644656.8 1092869.9

CP10-KRRS69-CB-06-R 645079.6 1093156.1

CP10-KRRS69-CB-04 645241.5 1093373.3

CP10-KRRS69-CB-03-R 644662.9 1093380.2

CP10-KRRS69-CB-02 644409.3 1093370.9

CP10-KRRS69-CB-01 644662.9 1093380.2

CP10-KRRS69-AB-06 646147.4 1090667.7

CP10-KRRS69-AB-05 645548.2 1091362.9

CP10-KRRS69-AB-04 646273.1 1091717.2

CP10-KRRS69-AB-03 645505.4 1092318

CP10-KRRS69-AB-02 645888.6 1093010.6

CP10-KRRS69-AB-01 645441.4 1093660

CP16-KRRS69-HA-19 645842 1092642

CP16-KRRS69-HA-18 645744 1092393

CP16-KRRS69-HA-17 645903 1092168

CP16-KRRS69-HA-16 645635 1092129

CP16-KRRS69-HA-15 645702 1091791

CP16-KRRS69-HA-14 646536 1091542

CP16-KRRS69-HA-13 645714 1090865

CP16-KRRS69-HA-12 646368 1091099

CP16-KRRS69-HA-11 646778 1090877

CP16-KRRS69-HA-10 646989 1091329

CP16-KRRS69-HA-09 646666 1090373

CP16-KRRS69-HA-08 647125 1090580

CP16-KRRS69-HA-07 647344 1090977

CP16-KRRS69-HA-06 647070 1090082

CP16-KRRS69-HA-05 647405 1090228

CP16-KRRS69-HA-04 647566 1090528

CP16-KRRS69-HA-03 647559 1089818

CP16-KRRS69-HA-02 647806 1090036

CP16-KRRS69-HA-01 648066 1089528

LEVEE

WEST TIEBACK LEVEE

EAST TIEBACK

SPECIFICATION SECTION 00 31 32.

REFER TO GEOTECHNICAL DATA REPORT IN THE

1. FOR GEOTECHNICAL INFORMATION AND BORING LOGS

CB-03-KRWD-09

CP10-KRRS69-CB-15

CP10-KRRS69-CB-17

CP10-KRRS69-CB-18

CB-03-KRWD-10

CP10-KRRS69-AB-05

CP10-KRRS69-CB-16

CP10-KRRS69-AB-06

CP16-KRRS69-HA-01

CP16-KRRS69-HA-02

CP16-KRRS69-HA-03

CP16-KRRS69-HA-05

CP16-KRRS69-HA-06

CP16-KRRS69-HA-04

CP16-KRRS69-HA-07

CP16-KRRS69-HA-08

CP16-KRRS69-HA-11

CP16-KRRS69-HA-09

CP16-KRRS69-HA-12

CP16-KRRS69-HA-10

CP16-KRRS69-HA-14

CP16-KRRS69-HA-13

GENERAL NOTES

TABLE

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\04 Geotechnical\Boring Plan Sheet

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

400'0 200'

G E

O T

E C

H N

B-02

BORING LOCATIONS

SCALE: 1" = 200'

P M

C W

B O

G L

O C

A T

BORING DESCRIPTIONS)

SOIL BORING (REFER TO SPECIFICATIONS FOR

CSX RR

C -3

F L O

BORING COORDINATES

BORING X X

CB-KRSPD-40 644315 1091760

CB-KRSPD-39 643892 1092440

CB-KRSPD-38 644554 1092970

CB-KRSPD-37 643973 1093498

CB-KRSPD-36 644486 1094133

CB-KRSPD-35 643813 1094600

CB-KRSPD-34 644268 1095269

CB-03-KRWD-10 645146 1091349

CB-03-KRWD-09 644501 1091511

CB-03-KRWD-08 645275 1092150

CB-03-KRWD-07 644637 1092143

CB-03-KRWD-06 645328 1092651

CB-03-KRWD-05 644702 1092623

CB-03-KRWD-04-R 645322 1093150

CB-03-KRWD-03-R 645140 1093149

CB-03-KRWD-02-R 644956 1093143

CB-03-KRWD-01 644676 1093127

CP10-KRRS69-PZ-03 645372.9 1093134.5

CP10-KRRS69-PZ-02 645372.2 1093226.3

CP10-KRRS69-PZ-01 645395.7 1093299.5

CP10-KRRS69-CB-18 645027.9 1091116.2

CP10-KRRS69-CB-17 644435 1091220.6

CP10-KRRS69-CB-16 645195 1091424.4

CP10-KRRS69-CB-15 644394.3 1091398.1

CP10-KRRS69-CB-14 645208.7 1091738.2

CP10-KRRS69-CB-13 644550.1 1091724.8

CP10-KRRS69-CB-12A 644598 1092005.1

CP10-KRRS69-CB-12 644598 1092005.1

CP10-KRRS69-CB-11 645273 1092309.6

CP10-KRRS69-CB-10 645350.7 1092610

CP10-KRRS69-CB-08 644238 1091993.1

CP10-KRRS69-CB-07 644656.8 1092869.9

CP10-KRRS69-CB-06-R 645079.6 1093156.1

CP10-KRRS69-CB-04 645241.5 1093373.3

CP10-KRRS69-CB-03-R 644662.9 1093380.2

CP10-KRRS69-CB-02 644409.3 1093370.9

CP10-KRRS69-CB-01 644662.9 1093380.2

CP10-KRRS69-AB-06 646147.4 1090667.7

CP10-KRRS69-AB-05 645548.2 1091362.9

CP10-KRRS69-AB-04 646273.1 1091717.2

CP10-KRRS69-AB-03 645505.4 1092318

CP10-KRRS69-AB-02 645888.6 1093010.6

CP10-KRRS69-AB-01 645441.4 1093660

CP16-KRRS69-HA-19 645842 1092642

CP16-KRRS69-HA-18 645744 1092393

CP16-KRRS69-HA-17 645903 1092168

CP16-KRRS69-HA-16 645635 1092129

CP16-KRRS69-HA-15 645702 1091791

CP16-KRRS69-HA-14 646536 1091542

CP16-KRRS69-HA-13 645714 1090865

CP16-KRRS69-HA-12 646368 1091099

CP16-KRRS69-HA-11 646778 1090877

CP16-KRRS69-HA-10 646989 1091329

CP16-KRRS69-HA-09 646666 1090373

CP16-KRRS69-HA-08 647125 1090580

CP16-KRRS69-HA-07 647344 1090977

CP16-KRRS69-HA-06 647070 1090082

CP16-KRRS69-HA-05 647405 1090228

CP16-KRRS69-HA-04 647566 1090528

CP16-KRRS69-HA-03 647559 1089818

CP16-KRRS69-HA-02 647806 1090036

CP16-KRRS69-HA-01 648066 1089528

MATCHLINE SEE SHEET B-01

CSX RR

LEVEE

WEST TIEBACK

LEVEE

EAST TIEBACK

SPECIFICATION SECTION 00 31 32.

REFER TO GEOTECHNICAL DATA REPORT IN THE

1. FOR GEOTECHNICAL INFORMATION AND BORING LOGS

BARRIER

SAFETY

BERM

CONTAINMENT

EAST TIEBACK LEVEE

WEST TIEBACK LEVEE

WEIR

LIMITS OF CONSTRUCTION

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\05 Civil\Overall Grading Plan

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

C-01

FLOW

F L

O W

F L

O W

500'0 250'

CIVIL SITE PLAN

SCALE: 1" = 250'

WITHIN THE FOOTPRINT OF THE PROJECT.

SURFACE WATERS, THE CONTRACTOR SHALL STAY ONLY

WHEN WORKING IN, ON OR OVER WETLANDS AND OTHER

WETLANDS MAY RESULT IN FINES AND/OR IMPRISONMENT.

STATE AND FEDERAL LAW. ANY INTENTIONAL DAMAGE TO

WETLANDS ARE SENSITIVE ENVIRONMENTS PROTECTED BY

WARNING:

LEGEND

C D

P M

E P

DEGRADE TO ELEVATION 28.0 FT (+0",-6")

COORDINATES

E 645,256.5

N 1,092,021.9

E 645,716.6

N 1,092,080.0

E 645,539.8

N 1,093,664.2

E 645,242.9

N 1,093,631.1

E 643,164.1

N 1,092,591.7

E 645,672.8

N 1,092,591.7

E 645,574.2

N 1,093,509.0

E 643,202.7

N 1,094,026.1

E 645,306.7

N 1,094,217.0

E 643,186.8

N 1,093,435.3

E 644,599.2

N 1,091,412.6

E 645,050.7

N 1,091,284.3

E 642,869.8

N 1,094,949.4

E 645,694.3

N 1,095,547.1

E 644,558.3

N 1,096,567.0

EAST DEGRADE TO ELEVATION 27.8 FT (+0",-6")

111.

110.

SAFETY BARRIER

104.

103.

102.

101.

EAST DEGRADE AREA

121.

120.

WARNING SIGNS

28.

27.

26.

25.

24.

23.

22.

21.

20.

CROSS SECTIONS

E 645,033.91

N 1,091,236.8

E 644,588.6

N 1,091,363.6

BACKFILL

DEGRADE TO ELEVATION 28.0 FT (+0",-6")

LAYOUT.

2. TOP EDGE OF BACKFILL. SEE SHEET C-18 FOR DETAILED

BERM AND THE WESTERN LIMITS OF CONSTRUCTION.

AREA AS WELL AS THE AREA BETWEEN THE CONTAINMENT

BERM AND ELEVATION 28.0 FT. ON THE DREDGE DISPOSAL

1. DO NOT DISTURB THE AREA BETWEEN THE CONTAINMENT

C-06

A1 C-06

C-07

C-08

23+00

24+00

25+00

26+00

27+00

0 4 0 4 0 4 0 4 0 4 0 4

46+

SIGN

WARNING

BARRIER

SAFETY

SIGN

WARNING

WEIR

RAMP

ACCESS

C-38 PLUG

WEIR

RAMP

ACCESS

RAMP

ACCESS

SUMP

NORTH

EAST SUMP

EAST LEVEE

WEST LEVEE

SUMP FEEDER CANAL

PARTIAL BACKFILL /

E 645401.2

N 1090816.5

E 645386.6

N 1090948.9

E 645509.1

N 1091077.0

SUMP

WEST

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\05 Civil\Weir and Levee Plan 1" = 100'

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

C-02

A1 100' 200'0

WEIR AND LEVEE LAYOUT

SCALE: 1" = 100'

C D

P M

W E

N D L

E V

E E L

A Y

O U

ARE PROVIDED ON THIS SHEET.

ONLY THE EAST TIEBACK LEVEE TURNOUT COORDINATES

1. SEE SHEET C-03 AND C-18 FOR LEVEE AND WEIR LAYOUT.

GENERAL SHEET NOTES

C-10

C-11

A-1

C-09

C-09A

0 0

5 5 5

5 5

5 5 5 5 5 5

5 5

101010

10 10

15 15 15 15

20 20 20

25 25 25

25 25

252525

1030'

1028.65'

CONCRETE APRON

WEIR

CONCRETE APRON

ELEV 28.0

E L E

ELEV 27.8

BEDDING STONE

RIPRAP, R60

75'

RIPRAP, R1500

RIPRAP, R700

SUMP

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

C-03

SCALE: 1" = 60'

0 60' 120'

WEIR PLAN

GENERAL NOTES

W E

P M

E 645,306.4

N 1,093,062.5

102. TOP CORNER OF CONCRETE CAP

E 644,806.9

N 1,093,105.8

103. TOP CORNER OF CONCRETE CAP

E 644,807.7

N 1,093,104.9

105. WEIR WORK POINT WEST

E 645,305.7

N 1,093,061.7

106. WEIR WORK POINT EAST

WORK POINTS.

2. SEE STRUCTURAL DRAWINGS FOR DETAILED LOCATION OF

MAINTAIN OVERALL CENTERLINES AND ALIGNMENT.

1. WORK POINTS 105 AND 106 SHALL CONTROL LAYOUT.

STA. 12+58.3

E 645,418.3

N 1,092,039.9

101. EAST WEIR END

STA. 37+57.5

E 644,674.1

N 1,092,084.4

104. WEST WEIR END

111. CHANGE IN RIPRAP GRADATION AT STATION 29+00

110. CHANGE IN RIP RAP GRADATION AT STATION 21+50

C-13A

35 35

40 40

45 45

21 21

22 22

24 24

25 25 25 25

25252525

26 26

27 27

29 29 29

303030303030

30 30 30 30 30 30

31 31

323232

32 32 32

333333

33 33 33

343434

34 34

3535353535

35 35 35 35 35

P I

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\05 Civil\Weir Termination Plan

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

21 21

22 22

24 24

25252525

25 25 25 25

26 26

28 28

0 4

P I

C-04

WEIR SOUTHEAST CORNER

SCALE: 1" = 20'

WEIR SOUTHWEST CORNER

SCALE: 1" = 20'

SHEET KEYNOTES

C D

P M

W E

E R

A T

N P

GENERAL SHEET NOTES

E 645,477.6

6. N 1,091,971.5

E 645,430.7

5. N 1,092,040.7

E 645,381.6

4. N 1,092,035.9

E 644,663.2 N 1,091,998.6

3. SHEET PILE END

E 645,430.7 N 1,091,923.2

2. SHEET PILE END

TO ELEV 34.0

1. STONE PROTECTION

E 644,602.9

11. N 1,092,017.7

E 644,742.6

10. N 1,092,001.3

E 644,710.7

9. N 1,092,079.6

E 644,654.2

8. N 1,092,088.0

E 645,356.9

7. N 1,091,950.0

SHEETS C-14 AND C-15

2. FOR HORIZONTAL ALIGNMENT OF WEIR TRANSITION SEE

ARMOR ELEVATIONS ON THE LEVEE.

EMBANKMENT AND ARE NOT REFLECTIVE OF STONE

1. CONTOURS REPRESENT ELEVATIONS OF EARTHEN

C-09

BACKFILL TO

EL. 28.0

B A C

FILL TO

E L. 28.0

EXISTING SAFETY BARRIER

PROPOSED FEEDER CANAL SAFETY BARRIER

475'

ELEV 39.0

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Kissimmee River Restoration Project\Contract 12A - S-69 Weir\070 - Plans\05 Civil\Upstream Backfill Plan 1" = 100'

W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

C-05

120' 240'0

UPSTREAM BACKFILL PLAN

SCALE: 1" = 120'

SHEET KEYNOTES

M E

E R

E R F

L O

C-38 CANAL FLOW

P M

U P

S T

R E

A M B

A C

K F

L P

L A

E 644885.8 N 1095543.1 21.

E 644802.1 N 1095525.6 20.

SAFETY BARRIER

SAFETY BARRIER.

REUSED TO CONSTURUCT THE PROPOSED FEEDER CANAL

WITH EXISTING GRADE. EXISTING SAFETY BARRIER MAY BE

30. REMOVE EXISTING SAFETY BARRIER. CUT PILES FLUSH

E 644005.6 N 1096048.3 19.

E 643948.2 N 1096519.8 18.

E 644479.4

17. N 1095504.8

E 644797.0

16. N 1095563.1

E 644833.8 N 1096072.0 15.

E 644996.3 N 1096527.1 14.

E 644949.1 N 1096618.1 13.

E 644774.3 N 1096677.0 12.

E 643884.3 N 1096570.4 11.

E 644409.4 N 1096020.6 10.

E 644944.5 N 1095310.1 9.

E 645166.3 N 1095516.5 8.

E 645262.4 N 1095506.5 7.

E 644987.4 N 1095141.9 6.

E 644989.7 N 1094932.3 5.

E 645590.3 N 1095902.3 4.

E 645796.4 N 1095898.8 3.

E 645359.8 N 1095081.1 2.

E 645041.0 N 1094723.9 1.

TOP OF BACKFILL

E 644722.5 N 1096614.0 23.

E 644780.0 N 1096142.5 22.

C-12

-5

E L E

V A

N A

V D

E L E

V A

N A

V D

-5

E L E

V A

N A

V D

E L E

V A

N A

V D

SHEETS FOR DETAILS

WEIR, SEE STRUCTURAL

SHEETS FOR DETAILS

WEIR, SEE STRUCTURAL

PROJECT BOUNDARY

CONTAINMENT BERM (TO BE REMOVED)

PROJECT BOUNDARY

DREDGE DISPOSAL AREA (TO BE DEGRADED)

ELEVATION 28.0

ELEVATION 27.8

ELEVATION 28.0

ELEVATION 27.8

3H:1V

SUMP ELEVATION 20.5

3H:1V

PROJECT BOUNDARY

3H:1V

TRANSITION FROM 3H:1V TO 5H:1V AT ELEVATION 25.0 FT.

5H:1V

3H:1V

PROJECT BOUNDARY

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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G D

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

C-06

SCALE: 20V : 1H

C-01

SCALE: 20V : 1H

TYPICAL DEGRADE AND CANAL BACKFILL SECTION

T Y

A L D

E G

R A

D E A

N D C

A N

A L B

A C

K F

L S

E C

N S

C D

P M

AND THE WESTERN LIMITS OF CONSTRUCTION.

WELL AS THE AREA BETWEEN THE CONTAINMENT BERM

AND ELEV 28.0 FT. ON THE DREDGE DISPOSAL AREA AS

1. DO NOT DISTURB AREA BETWEEN CONTAINMENT BERM

PROJECT LIMITS

ELEVATION 28.0 FT.

PROJECT LIMITS

CONTAINMENT BERM (TO BE REMOVED).

3H:1V

ELEVATION 28.0 FT.

TRANSITION FROM 3H:1V TO 5H:1V AT ELEVATION 25.0 FT.

5H:1V

DREDGE DISPOSAL AREA (TO BE DEGRADED).

-5

E L E

V A

N A

V D

E L E

V A

N A

V D

-5

E L E

V A

N A

V D

E L E

V A

N A

V D

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

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E N

A M

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A W

G D

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

C-07

SCALE: 20V:1H

C-01

SCALE: 20V:1H

TYPICAL DEGRADE AND CANAL BACKFILL SECTION

C D

P M

T Y

A L D

E G

R A

D E A

N D C

A N

A L B

A C

K F

L S

E C

AND THE WESTERN LIMITS OF CONSTRUCTION.

WELL AS THE AREA BETWEEN THE CONTAINMENT BERM

AND ELEV 28.0 FT. ON THE DREDGE DISPOSAL AREA AS

1. DO NOT DISTURB AREA BETWEEN CONTAINMENT BERM

E L E

V A

N A

V D

E L E

V A

N A

V D

ELEV 39.0

ELEV 28.0

PROJECT LIMITS

5H:1V 5H:1V

5H:1V

10H:1V

ELEV 28.0

ELEV 26.0 TO 30 FT PAST TOP OF BANK.

AQUATIC PLANTING LIMITS,

ELEV 26.0 TO STOCKPILE GRADE BREAK.

AQUATIC PLANTING LIMITS, UPLAND PLANTING

EXISTING GRADE

30' 30'

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

E N

A M

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A W

G D

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

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N D C

A N

A L B

A C

K F

SCALE: 10V:1H

C D

P M

U P

S T

R E

A M B

A C

K F

L S

E C

N R

E P

UPSTREAM BACKFILL SECTION - REPAIR AND STOCKPILE

E L E

V A

N A

V D

20 20

16'

7 7

5' 5'

10 10

CENTERLINE

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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E N

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G D

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W E

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-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

E L E

V A

N A

V D

10'

14'

LIMITS OF SOD

10' RAMP

EL. 35.9

CENTERLINE

C-09

C-02

SCALE: 1H:4V

C D

P M

S S S

E C

N S

TYPICAL EAST LEVEE RAMP SECTION

TYPICAL LEVEE SECTION W/ RAMP

25. EMBANKMENT FILL

24. SHELLROCK, 9 INCHES THICK

23. 4H:1V

22. SOD + TOPSOIL

21. 2% OUTSLOPE

20. 2% CROWN

11. EMBANKMENT FILL

10. BEDDING STONE. 12 INCHES THICK.

9. TYPICAL GEOTEXTILE END. SEE SHEET C-13.

8. 0.5H : 1V

7. GEOTEXTILE.

6. R60 RIP RAP, 2 FT. THICK.

SHEET S-05

5. 2% OUTSLOPE, TOP OF CONCRETE DRIVEWAY. SEE

4. 4H:1V

3. SHEET PILE TIP ELEVATION - SEE STRUCTURAL PLANS.

2. SHEET PILE TOP ELEVATION 34.0 FT.

1. END STONE PROTECTION AT TOP OF FINISHED GRADE.

E L E

V A

N A

V D

2 16'

5'5'

CENTERLINE

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

E L E

V A

N A

V D

14'

10'LIMITS OF SOD LIMITS OF SOD

5' 5'

CENTERLINE

EL. 35.9

CENTERLINE

C-02

A2 TYPICAL LEVEE SECTION

SCALE: 1H:4V

C D

P M

S S S

E C

N S

TYPICAL WEST LEVEE RAMP SECTION

23. 4H:1V

22. SOD + TOPSOIL

21. SHELLROCK, 9 INCHES THICK

20. 2% CROWN

10. BEDDING STONE. 12 INCHES THICK.

9. GEOTEXTILE END.

8. 0.5H : 1V

7. GEOTEXTILE.

6. R700 RIP RAP, 3 FT. THICK.

SHEET S-05.

5. 2% OUTSLOPE, TOP OF CONCRETE DRIVEWAY, SEE

4. 4H:1V

3. SHEET PILE TIP ELEVATION - SEE STRUCTURAL PLANS.

2. SHEET PILE TOP ELEVATION 34.0 FT.

OF FINISHED GRADE.

1. END STONE PROTECTION AT ELEVATION 34.0 FT, OR TOP

-5

E L E

V A

N A

V D

25'

16'

ELEVATION 28.0 FT.

ELEVATION 23.0 FT TO 28.0 FT.

BEDDING STONE, 18 INCHES THICKNESS,

3H:1V

SUMP ELEVATION 20.5 FT.

10H:1V

BEDDING STONE, 12 INCHES THICKNESS.

EXISTING GRADE

40'

ELEV 28.8

S O

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

SHEET ID

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US Army Corps

U .S

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M Y C

O R

P S O

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W E

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S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

-5

E L E

V A

N A

V D

2ELEVATION 28.0 FT.

5H:1V

3H:1V

EXISTING GRADE

TRANSITION FROM 3H:1V TO 5H:1V AT ELEV 25.0 FT.

PARTIAL BACKFILL / FEEDER CANAL

S U

M P B

O T

T O

M E

L E

BEDDING STONE

WEIR

CONCRETE APRON

C-10

SCALE: 4V:1H

SCALE: 2V:1H

B2 TYPICAL PARTIAL BACKFILL SECTION

TYPICAL NORTH WEIR SECTION (WEIR STATION 25+40)

C D

P M

A6 20' 40'0

SUMP INTERSECTION WITH FEEDER CANAL/PARTIAL BACKFILL

SCALE: 1" = 20'

C R

O S

S S

E C

N S A

N D P

L A

N V

LAYOUT.

2. SEE SHEET C-18 TOP OF PARTIAL BACKFILL ALIGNMENT

1. R1500 RIP RAP FROM STATION 21+50 TO 29+00. C-13

E L E

V A

N A

V D

25'

16'

BEDDING STONE, 18 INCHES THICKNESS, ELEVATION 23.0 FT. TO 28.0 FT.

ELEVATION 27.8 FT.

3H:1V

BEDDING STONE, 12 INCH THICKNESS

10H:1V

EXISTING GRADE

3H:1V

SUMP ELEVATION 20.5 FT.

30'

ELEV 24.22

ELEV 29.55

S O

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

SHEET ID

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US Army Corps

U .S

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P S O

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G D

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W E

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S I

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J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

E L E

V A

N A

V D

25'

16'

ELEVATION 23.0 FT. TO 28.0 FT.

BEDDING STONE, 18 INCHES THICKNESS,

ELEVATION 28.0 FT.

3H:1V

SUMP ELEVATION 20.5

10H:1V

BEDDING STONE, 12 INCH THICKNESS

EXISTING GRADE

30'

ELEV 24.22

ELEV 29.55

C-11

TYPICAL WEST WEIR LEG SECTION (WEIR STATION 36+00)

SCALE: 4V:1H

TYPICAL WEIR EAST LEG SECTION (WEIR STATION 20+00)

SCALE: 4V:1H

C D

P M

S S S

E C

N S

THICKNESS.

2. R700 RIP RAP FROM STATION 29+00 TO 38+45, 3 FT.

THICKNESS.

1. R60 RIP RAP FROM STATION 11+75 TO 21+50, 2 FT.

C-02

C-13

D1 C-13A

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

SHEET ID

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US Army Corps

U .S

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M Y C

O R

P S O

F E

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E E

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A M

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W E

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S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

TRANSITION FROM 3H:1V TO 5H:1V AT ELEV 25.0 FT

ELEVATION 28.0 FT.

EXISTING GRADE

5H:1V

3H:1V

SEE SHEET C-18 FOR TOP OF PARTIAL BACKFILL ALIGNMENT LAYOUT

-5

E L E

V A

N A

V D

C-12

SCALE: 2V:1H

TYPICAL BACKFILL SECTION AT HISTORIC OXBOW

C D

P M

-3

A N

A L B

A C

K F

L S

E C

C-05

GEOTEXTILE

BEDDING STONE, 12 INCH THICKNESS

R700 RIPRAP, 3 FT. THICKNESSELEV 27.22

3H:1V

1.5H:1V

1.5H:1V 1.5H:1V

10H:1V

0.5H:1V

30'

ELEV 25.22

ELEV 19.22

ELEV 24.22

S O

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

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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E N

A M

D R

A W

G D

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

GEOTEXTILE

BEDDING STONE, 12 INCH THICKNESS

R60 RIPRAP, 2 FT. THICKNESS

ELEV 27.22

3H:1V

1.5H:1V

1.5H:1V1.5H:1V

10H:1V

0.5H:1V

30'

ELEV 25.22

ELEV 20.22

4.5'

ELEV 24.22

ELEV 27.22

40'

10H:1V

R1500 RIPRAP, 4' THICKNESS

BEDDING STONE, 12" THICKNESS

GEOTEXTILE

3H:1V

1.5H:1V

0.5H:1V

ELEV 24.22

ELEV 17.22

P M

R E

V E

T M

E N

T D

E T

C-13

SCALE: 1V:1H

C-11

SCALE: 1V:1H

SCALE: 1H:1V 4'0 2'

4'0 2'

TYPICAL STONE ARMOR SECTION DOWNSTREAM OF WEST WEIR LEG (STATION 29+00 TO 38+45)

TYPICAL STONE ARMOR SECTION DOWNSTREAM OF EAST WEIR LEG (STATION 11+75 TO 21+50)

TYPICAL STONE ARMOR SECTION DOWNSTREAM OF NORTH WEIR LEG (STATION 21+50 TO 29+00)

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

SHEET ID

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US Army Corps

U .S

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P S O

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A W

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

1'0 .7

COMPACTED BACKFILL

COMPACTED BACKFILLGEOTEXTILE

0.5H:1V

BEDDING STONE, 18 INCH THICKNESS

1H:1V

COMPACTED BACKFILL

GEOTEXTILE

21 MIN.

2 MAX.

8 FT. MAX.

1'0 .7

COMPACTED BACKFILL

GEOTEXTILE

0.5H:1V

1H:1V

F-DOT DITCH LINING, 24 INCH THICKNESS

S T

A T

S T

A T

2H:1V

R700 RIPRAP R60 RIPRAP

R1500 RIPRAP

P M

R E

V E

T M

E N

T D

E T

TYPICAL GEOTEXTILE END

TYPICAL STONE ARMOR SECTION - WEIR SUMP

EXISTING TIE -IN FEATURE SLOPE.

CONTRACTOR REQUIRED DESIGN OR

3. DIMENSIONS OF SLOPE VARIES BASED ON

2. COMPACTED LIFTS

1. EXISTING GRADE

C-25

SCALE: 1V:1H

TYPICAL STONE ARMOR SECTION - TEMPORARY BYPASS CANAL

4'0 2' 4'0 2' 4'0 2'

TYPICAL BENCHING DETAIL

SCALE: NOT TO SCALE

4'0 2'

RIPRAP TRANSITION

C-03

SCALE: 1H:1V

E L E

V A

N A

V D

E L E

V A

P V

E le v

P V I .3

E le v

P V

E le v

P V

E le v

P V I .3

E le v

P V

E le v

P V

E le v

P V I .3

E le v

P V

E le v

Grade = -0.00

Grad e = -0

.05

Gra de

0.0

Grade = -0.00

Type Symmetric Parabola

Dir Crest

L 13.46'

L1 6.73'

L2 6.73'

G1 -0.001

G2 -0.050 e -0.08'

SD 225.40'

K 2.73

R -36.67

Type Symmetric Parabola

Dir Crest

L 11.11'

L1 5.55'

L2 5.55'

G1 -0.050

G2 -0.091 e -0.06'

SD 270.52'

K 2.73

R -36.67

Type Symmetric Parabola

Dir Sag

L 79.91'

L1 39.95'

L2 39.95'

G1 -0.091

G2 -0.000 e 0.91'

SD 76.72'

K 8.80

R 11.36

S O

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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SHEET ID

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US Army Corps

U .S

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P S O

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G D

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

E L E

V A

N A

V D

C-14

C D

P M

W E

E V

E E T

R A

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S O

U T

H E

4. WEIR END AT STATION 12+58.3.

3. END CONCRETE AT ELEV 32.9 FT.

2. SHEET PILE. TOP ELEV. 34.0 FT.

1. WEIR . TOP ELEV. 29.55 FT.

CENTERLINE PROFILE - WEIR - LEVEE TRANSITION - SOUTHEAST

E L E

V A

N A

V D

P V

E le v

P V I .4

E le v

P V

E le v

P V

E le v

P V I .4

E le v

P V

E le v

P V

E le v

P V I .4

E le v

P V

E le v

Grade = -0.00

Grade = 0.09

Grade = 0.05

Grade = 0.00

Type Symmetric Parabola

Dir Sag

L 79.90'

L1 39.95'

L2 39.95'

G1 -0.000

G2 0.091 e 0.91'

SD 76.72'

K 8.80

R 11.36

Type Symmetric Parabola

Dir Crest

L 10.61'

L1 5.31'

L2 5.31'

G1 0.091

G2 0.052 e -0.05'

SD 282.67'

K 2.73

R -36.67

Type Symmetric Parabola

Dir Crest

L 14.14'

L1 7.07'

L2 7.07'

G1 0.052

G2 0.000 e -0.09'

SD 215.25'

K 2.73

R -36.67

S O

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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SHEET ID

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US Army Corps

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W E

P -1

-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

E L E

V A

N A

V D

C-15

C D

P M

W E

E V

E E T

R A

N S

S O

U T

H W

4. WEIR END AT STA 37+57.5.

3. END CONCRETE AT ELEV 32.9 FT.

2. SHEET PILE. TOP ELEV. 34.0 FT.

1. WEIR . TOP ELEV. 29.55 FT.

CENTERLINE PROFILE - WEIR - LEVEE TRANSITION - SOUTHWEST CORNER

CENTERLINE PROFILE - WEIR - LEVEE TRANSITION - SOUTHEWEST CORNER

A T

N N

D E

N E

D B

D E

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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

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K E

D B

D R

A W

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U E D

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US Army Corps

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-R -0

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

M E

E R

E R R

E S

T O

R A

N P

R O J E

C T

J U

N E

O K

E E

C H

O B

E E A

N D H

H L

A N

D S C

O U

N T

S F

L O

S -6

N D C

A N

A L B

A C

K F

G E F

F E

FEG

E F G E

E G

5' (TYP.)

R=10'

10' (TYP.)

A B C A B C

C B A

A B C A B C

C A B C A

A C

1.5'

(TYP.)

R=3'

C-16

GENERAL (VARIES) NOTES

E50 5' 10' 0 5' 10'

TYPICAL PLAN VIEW - AQUATIC VEGETATION ZONE TYPICAL PLAN VIEW - UPLAND/BANK VEGETATION ZONE

C .D .R

P .R

C .W .H

A Q

U A

L A

N T

G P

L A

SEE NOTE 3

SCALE: 1" = 5" (SEE NOTE 2) SCALE: 1" = 5' (SEE NOTE 3)

UPLAND AND AQUATIC PLANTING

0 100' 200'SCALE: 1" = 100'

SHEET KEYNOTES

1. UPLAND AND AQUATIC PLANTING LIMITS.

RESPO…

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