B.08.02_Drawings.pdf

HERBERT B. FOREHAND

Blue C yp re ss

Cr

N. Relief Canal

HOG

IS.

SICK

ISLAND

Cr.

Gum S lo u g h

TO

TO

KISSIMMEE

FORT PIERCE

Park

C

TO FORT PIERCE

TO

FORT PIERCE

TO

FORT PIERCE

TO

FORT PIERCE

L a te ra l

L a te ra l

L a te r a l

S

L a te r a l

INDIAN LAKE

TO

FORT PIERCE

INDIAN RIVER

AERODOME

(PVT.)

C a n a l

J

P ro n g

L a te ra l

R a n g e

L in e

M

95 NW 95 NE

96 NE

106 SE 105 SW

104 SWP

ADAMS

BLUE

SUGAR

AIRSTRIP

( PVT.)

UPPER ST.JOHNS

MARSH

FELLSMERE

AIRPORT

(PVT.)

Blue

Cypress

Lake

C O

A S T

F .E .C

R Y

Pop. 3,813

D a v is

Hobart Road

65th St.

61st St.

59th St.

53rd St.

49th St.

45th St.

41th St.

Barber

Cherry Lane

Ave.

Martin L. King th

A v e n d e

Walker Ave.

Rd.

Rosedale Rd.

17th St.

8th St.SW

1st St. SW

5th St. SW

13th St. SW

Tipson 5 t h

21th St. SW Trail

Hamilton Rd.

4th St.

B lu e

R a n c h A v e th

H w y

Rd.

th

69th St.

R o a d A v e

Road

A v e

Road rd

Oslo

Pop. 140

ORCHID

D ru m e S

W th A v e S

W

Grovenor

Ests.

South

E m e rs o n

Vero Beach

Highlands

Oslo

Park

Dixie Heights

Blvd.

Lumbard

K in g s

FORT DRUM

Yeehaw Tower

C yp re ss

R d

P a d g e tt th A v e S

W e

17th St. SW

L a te ra l

SW

Exit 156 n d e

(PVT.)

AIRPARK

HIBISCUS

NEW

A01

Exit 147

L d g

C o p e la n d s

WINTER

BEACH

R A

IL

W A

Y

E A S T

F le m in g

G ra nt

C O U N T Y C O U N T Y S T. L U C I E

River Bridge

RIVER

A v e

Wabasso

WILDLIFE MANAGEMENT AREA

Fellsmere Brookside

Cem.

Ft

Vero

Shores

MARSH

Pine Is.

Bay

S.Gifford

Gifford

O K E E C H O B E E

T ra il

Nevins

Stevens Park

8th St.

L a t e r a l

G

Pine Tree

F L O

R

ID

A

Branch

FELLSMERE

SEBASTIAN

Pop. 16,151

Porpoise

Pt.

Crawford

Pt.

P o r p o is e

Cove

Starvation Little

Cove

Martin

Round Is.Cr.

PRESERVE

AQUATIC

TO FORT PIERCE

VERO BEACH

INDIAN RIVER-

W

PNATIONAL

WILDLIFE

REFUGE

PAULS

IS.

IN

T R

A C

O A S T

A L

W A T E

R W

A Y

Duck

Pt.

WABASSO

PREACHERS

R iv e r

In d ia n

HOLE

IN THE

IS.

WALL

IS.

Dark

Pt.

Erwin Cove

WP

PRANG

IS.

IS.

ROUND

VERO BEACH

MUN.AIRPORT

Osceola Blvd.

Ca nal

Main

Cr.

N a rro w s

Pople Pt.

IS

L A

N D

J O

H N

S

IS.

IS.

Hobart

Ldg.

WABASSO

FRITZ

Bethel

Can al

O C E A N

ROUND IS.

PARK

of Vero Beach

The Moorings

Floralton Beach

Pop. 17,705

VERO BEACH

CLARKSON

INDIAN RIVER SHORES

Pop. 3,448

Wabasso Beach

A T L A N T I C

Blue Cypress Recreation Area

MANAGEMENT AREA

R o a d

WILDLIFE

S t.

M a r s h

J o h n s

Bay

A1A

PINE IS.

B A

R K

E R

IS

J o h n s

Is . C r.

CP

B

B

F

P

P

P

P

P

P

P P

P

P

P

P

PP

P P

P PP P

P

P P

P

P

P

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P

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P

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P

P

P

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A1A

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606P

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W P

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P

P

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5A

FLORIDA'S

TURNPIKE

FLORIDA'S

TURNPIKE

S O

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

JACKSONVILLE DISTRICT

STUART

JUPITER

LAKE OKEECHOBEE

ROUTE 1

N

G-02

G-03

ABBREVIATIONS AND REFERENCE SYMBOLOGY

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NO

COVER, LOCATION, AND INDEXG-01

SITE ACCESS AND CONTRACTOR STAGING AREA

S-01

C&SF - UPPER ST. JOHNS RIVER BASIN

STRUCTURES

STRUCTURE S-252D CULVERT - DEMOLITION PLAN AND PROFILE

S-02 STRUCTURE S-252E CULVERT - DEMOLITION PLAN AND PROFILE

S-03 STRUCTURE S-252F CULVERT - DEMOLITION PLAN AND PROFILE

S-04

S-06

S-07

S-08

S-05

S-09

S-10

S-11

S-12

STRUCTURE S-252E CULVERT - SLIP-LINING PLAN AND PROFILE

C78R CANAL CROSSING CULVERT - DEMOLITION PLAN AND PROFILE

STRUCTURE S-252F CULVERT - SLIP-LINING PLAN AND PROFILE

C78R CANAL CROSSING CULVERT - SLIP-LINING PLAN AND PROFILE

STRUCTURE S-252D CULVERT - SLIP-LINING PLAN AND PROFILE

HDPE CULVERT HOLD-DOWN - SECTION

S-252D FLANGE CULVERT TO EXISTING SLIDE GATE - CONNECTION DETAILS

S-252F FLANGE CULVERT TO EXISTING SLIDE GATE - CONNECTION DETAILS

STRUCTURE S-252E CULVERT - FLAP GATE DETAILS

M P

R

IF

T I

G-01

G L E

V E

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A T

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N A

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H E

M P

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IF

T I

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S J R

B S

D E

F -G

I0 .D

G N

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H A

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S-252D

STRUCTURE

S-252E

STRUCTURE

S-252F

STRUCTURE

CROSSING

CANAL

INDIAN RIVER COUNTY, FLORIDA

N

OF WORK

LOCATION

TALLAHASSEE

GEORGIA

ALABAMA

PENSACOLA

JACKSONVILLE

ORLANDO

COCOA

FT MYERS

MIAMI

KEY WEST

A T L A

N T

IC

O

C E

A N

GULF OF MEXICO

TAMPA

LOCATION MAP

OKEECHOBEE

LAKE

BEACH

PALM

WEST

S-252D, E & F AND

L78R CANAL CROSS OVER CULVERT REPAIRS

W912EP-19-R-0016

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S

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DRAWING WHERE SHOWN

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

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

C

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

CULVERT

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

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GLELEV)

GLASS (ELEVATION)

(GRVCRE)

/FDM

DRAINAGE BLANKET

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(BRBLCO)

ACBM

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT 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

AT

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

A

X^

X"

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

D7

G3 F5

D7

WALL SECTION

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

B7 A4

C3 D8

A3

F6

D6

DRAWING AREA TITLE

(GRVSCL)

BEDDING MATERIAL

(ANSI32)

STEEL / ALLOYS

(ANSI33)

BRASS

(ANSI34)

ALUMINUM

A1 30' 60'00 10' 20'

IDENTIFICATION

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

IDENTITY SYMBOL KEY

LIMITS OF CONSTRUCTION

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

ARTICULATED CONCRETE BLOCK MATABCM

ABANDONABAN

ARCHITECT/ENGINEERA/E

RIP RAP LIMITS

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

TOP OF BANKTOB

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

STAINLESS STEELSST

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

SNATIONAL INSTITUTE OF BUILDING SCIENCESNIB

ANATIONAL FIRE PROTECTION ASSOCIATIONNFP

NATIONAL ELECTRIC CODENEC

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LARGELRG

LINEAR FOOTLF

CROSS SECTION

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S-252C

S-252BS-252A

STRUCTURE

CANAL CROSSING

S.R. 60

S-252E

S-252F

S-252D

GENERAL NOTES

0 2000'1000'

N

N N

SITE ACCESS AND FEATURES

S-252D CONTRACTOR STAGING AREA

CONSERVATION AREA

BLUE CYPRESS

CONSERVATION AREA

FORT DRUM MARSH

S.R. 60

S-252D

JUNCTION

TO YEEHAW

VERO BEACH

TO I-95/

EASEMENT

CONSTRUCTION

EASEMENT

CONSTRUCTION

S-252F EASEMENT

CONSTRUCTION

EASEMENT

CONSTRUCTION

E 760192.37

N 1202074.86

E 760237.84

N 1201821.63

E 760316.00

N 1202073.10

E 760312.39

N 1201820.56

AREA 0.51 ac ±

STAGING

CONTRACTOR

E 732033.18

N 1199407.23

E 732169.98

N 1199407.23

E 732224.89

N 1199265.04

E 732050.99

N 1199333.03

AREA 0.50 ac ±

STAGING

CONTRACTOR

S-252E

E 732050.99

N 1199265.04

E 760240.52

N 1202009.21

E 760191.44

N 1202009.91

HORIZONTAL COMPONENTS.

CAN BE AS MUCH AS 0.6 FEET IN EITHER, OR BOTH, OF THE

(NCAT) AVAILABLE AT THEIR WEBSITE. THE POSSIBLE ERROR

NADCON 5.0 TRANSFORMATION MODEL AND SOFTWARE

WAS PERFORMED VIA THE NATIONAL GEODETIC SURVEY'S

ORIGINAL NAD27 DATUM TO THE NAD83(2011) DATUM. THIS

THE RESULT OF A HORIZONTAL TRANSFORMATION FROM THE

1. THE EASEMENT COORDINATES SHOWN ON THESE PLANS ARE

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C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

W E

P -1

-R -0

N T

R A

L A

N D S

O U

T H

E R

N F

L O

R

ID

A P

R O J E

C T

U P

P E

R S

A

IN

T J

O H

N S R

IV

E R B

A S

IN

D E

C E

M B

E R

BCOES

S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

V E

R C

U L

V E

R T R

E P

A

IR

GENERAL SHEET NOTES

DRAWING SHALL APPLY TO THIS CONTRACT.

DETAILS SHOWN BEFORE OR BELOW THE REFERENCE

CONTRACT. ALL KEY NOTES, GENERAL NOTES AND NEW

INFORMATION USED DURING THE PERFORMANCE OF THIS

RESPONSIBLE FOR VERIFYING REFERENCE DRAWING

LINEAR OR ANGULAR MEASUREMENTS. THE CONTRACTOR IS

IS NOT TO SCALE AND SHALL NOT BE USED TO DETERMINE

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE DRAWING

NOT REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

OR AS-BUILT DRAWING FROM A PREVIOUS PROJECT AND MAY

1. THE NON-SCALE DRAWING SHOWN IS A CONTRACT DRAWING

M P

R

IF

T I

S-01

G L E

V E

R E

T

R U

C T

U R

A L

S T

R U

C T

U R

E S -2

D C

U L

V E

R T

D E

M O

L

IT

IO

N P

L A

N A

N D P

R O

F

IL

E

M P

R

IF

T I

-U

S J R

B S

D E

F -S

D .D

G N

M T

A B

L A

N T

E

DIAGONAL BRACE

MC 10X21.9

DEMO EXISTING

ABOVE EMBANKMENT

METAL CULVERT

DEMO CORRUGATED

BRACE (TYP) 4 LOCATIONS

MC 10X21.9 DIAGONAL

DEMO EXISTING

LEGEND

DEMOLITION

SAVE FOR REUSE

GUIDE RAILS AND

SLIDE GATE AND

REMOVE EXISTING

STRUCTURE S-252D CULVERT - DEMOLITION PLAN AND PROFILE

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K E

D B

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L E D

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A N M

A R

C O B

L V

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J A

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S O

N V

IL

L E F

L

W E

P -1

-R -0

N T

R A

L A

N D S

O U

T H

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N F

L O

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ID

A P

R O J E

C T

U P

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A

IN

T J

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N S R

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E R B

A S

IN

D E

C E

M B

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BCOES

S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

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R C

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E P

A

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G L E

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R E

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C T

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A L

S T

R U

C T

U R

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E C

U L

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D E

M O

L

IT

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N P

L A

N A

N D P

R O

F

IL

E

M P

R

IF

T I

-U

S J R

B S

D E

F -S

D .D

G N

M T

A B

L A

N T

E

DEMOLITION

LEGEND

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

FOOTING

DEMO 2'X2' CONCRETE

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

FLAP GATE

DEMO

CABLE AND POST

DEMO GALVANIZED

MOUNTED ON POST

DEMO MANUAL WINCH

IN CONCRETE

TREATED POST SET 3'

DEMO 6"X6"X5'

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

STRUCTURE S-252E CULVERT - DEMOLITION PLAN AND PROFILE

SEE NOTE 2

NOTE:

IS OPPOSITE S-06.

THE NORTH ARROW ORIENTATION OF DEMOLITION PLAN S-02

2. NOTE:

DRAWING SHALL APPLY TO THIS CONTRACT.

DETAILS SHOWN BEFORE OR BELOW THE REFERENCE

CONTRACT. ALL KEY NOTES, GENERAL NOTES AND NEW

INFORMATION USED DURING THE PERFORMANCE OF THIS

RESPONSIBLE FOR VERIFYING REFERENCE DRAWING

LINEAR OR ANGULAR MEASUREMENTS. THE CONTRACTOR IS

IS NOT TO SCALE AND SHALL NOT BE USED TO DETERMINE

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE DRAWING

NOT REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

OR AS-BUILT DRAWING FROM A PREVIOUS PROJECT AND MAY

1. THE NON-SCALE DRAWING SHOWN IS A CONTRACT DRAWING

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A P

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C T

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A S

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D E

C E

M B

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BCOES

S -2

D E F A

N D L

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A N

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R O

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G L E

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S J R

B S

D E

F -S

D .D

G N

M T

A B

L A

N T

E

DEMOLITION

LEGEND

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

EMBANKMENT

SURFACE OF

METAL PIPE ABOVE

DEMO CORRUGATED

STRUCTURE S-252F CULVERT - DEMOLITION PLAN AND PROFILE

DRAWING SHALL APPLY TO THIS CONTRACT.

DETAILS SHOWN BEFORE OR BELOW THE REFERENCE

CONTRACT. ALL KEY NOTES, GENERAL NOTES AND NEW

INFORMATION USED DURING THE PERFORMANCE OF THIS

RESPONSIBLE FOR VERIFYING REFERENCE DRAWING

LINEAR OR ANGULAR MEASUREMENTS. THE CONTRACTOR IS

IS NOT TO SCALE AND SHALL NOT BE USED TO DETERMINE

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE DRAWING

NOT REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

OR AS-BUILT DRAWING FROM A PREVIOUS PROJECT AND MAY

1. THE NON-SCALE DRAWING SHOWN IS A CONTRACT DRAWING

AND SAVE FOR RE-USE

GATE AND GUIDE RAILS

REMOVE EXIST SLIDE

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L E F

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ID

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C T

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D E

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S -2

D E F A

N D L

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A N

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R O

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S

GENERAL SHEET NOTES

L

0 8'4' 16'

N

0 8'4' 16'

EL 27.5

EL 17.0

CANAL INV

EL 18.0

CMP INV

RIP-RAP

EXIST

RIP-RAP

EXIST

75'-0"

C CANAL CROSSING

LC CULVERT

LC CULVERT

EL 17.0

CANAL INV

C CANAL CROSSING

M P

R

IF

T I

S-04

G L E

V E

R E

T

R U

C T

U R

A L

C

R C

A N

A L C

R O

S S

IN

G C

U L

V E

R T

D E

M O

L

IT

IO

N P

L A

N A

N D P

R O

F

IL

E

M P

R

IF

T I

-U

S J R

B S

D E

F -S

.D

G N

M T

A B

L A

N T

E

SURFACE OF EMBANKMENT

METAL PIPE ABOVE

DEMO CORROGATED

SURFACE OF EMBANKMENT

METAL PIPE ABOVE

DEMO CORROGATED

SURFACE OF EMBANKMENT

METAL PIPE ABOVE

DEMO CORROGATED

SURFACE OF EMBANKMENT

METAL PIPE ABOVE

DEMO CORROGATED

CMP

72" DIA

EXIST

DIA CMP

EXIST 72"

DEMOLITION

LEGEND

C78R CANAL CROSSING CULVERT - DEMOLITION PLAN

C78R CANAL CROSSING CULVERT - DEMOLITION PROFILE

L

IC

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A T

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N N

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D E

S

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N E

D B

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D E

S C

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IP

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A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

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B

C

D

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F

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S O

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L E D

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A N M

A R

C O B

L V

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J A

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S O

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L E F

L

W E

P -1

-R -0

N T

R A

L A

N D S

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N F

L O

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ID

A P

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C T

U P

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A

IN

T J

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A S

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D E

C E

M B

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BCOES

S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

V E

R C

U L

V E

R T R

E P

A

LC OPERATING PLATFORM

EL 17.5 EL 17.5

CANAL INV

EL 18.0

CMP INV

EL 35.6

EXIST RIP-RAP

SELECT FILL

EXIST COMPACTED

GROUT

GATE

SLIDE

EXIST

WOODEN PILES

EXIST 13" DIA

CONCRETE PAD

EXIST

10'-0"10'-0"10'-0"10'-0"10'-0"2'-0" 5'-0"

4'-0"

L

LC HDPE

WOODEN PLATFORM

EXIST

CONCRETE PAD

0 8'4' 16'

0 8'4' 16'

N

EL 35.6

C LEVEE

EL 35.6

C LEVEE

2'-0"

PLATFORM

WOODEN

EXIST

CMP CULVERT

EXIST 72" DIA

170'-0"

M P

R

IF

T I

S-05

G L E

V E

R E

T

R U

C T

U R

A L

S T

R U

C T

U R

E S -2

D C

U L

V E

R T

S L

IP

-L

IN

IN

G P

L A

N A

N D P

R O

F

IL

E

M P

R

IF

T I

-U

S J R

B S

D E

F -S

.D

G N

M T

A B

L A

N T

E

63" OD HDPE LINIER 63" OD HDPE LINIER

AND CULVERT HOLD-DOWN INSTALLATION IS COMPLETE

RE-INSTALL SLIDE GATE AND GUIDE RAILS ONCE SLIP LINING

PRIOR TO COMPLETION.

INTERFERES WITH SLIP LINING OPERATIONS AND REPLACE

3. REMOVE AND SET ASIDE EXISTING RIP-RAP THAT

CONTRACTORS MEANS AND METHODS.

MOVED INTO POSITION AND ANCHORED AS PART OF THE

DUE TO BOUYANCY OF HDPE PIPE, THE PIPE SHALL BE

2. CONTRACTOR SHALL PLACE HDPE PIPE LINER IN THE WET.

PART OF THE CONTRACTORS MEANS AND METHODS.

HDPE PIPE LINER DURING GROUTING OPERATIONS AS

1. CONTRACTOR IS RESPONSIBLE FOR RESTRAINING THE

5'-0"10'-0"10'-0"10'-0"10'-0"10'-0"

STRUCTURE S-252D CULVERT - SLIP-LINING PLAN

STRUCTURE S-252D CULVERT - SLIP-LINING PROFILE

(TYP 4 LOCATIONS)

TIEDOWN CHANNELS

STAINLESS STEEL

C10 X 15.3

(TYP 4 LOCATIONS)

TIEDOWN CHANNELS

STAINLESS STEEL

C10 X 15.3

THICKNESS

WITH 2" WALL

PIPE LINER

63" OD HDPE

ASTM D3035

S-10

F

S-09

C

S-09

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W E

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N T

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C T

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D E

C E

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D E F A

N D L

R C

A N

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R O

S S O

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U L

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R T R

E P

A

IR

LC L78R EL 34.1

LC L78R EL 34.1

N

0 8'4' 16'

0 8'4' 16'

GROUT

4'-0"10'-0"10'-0"

142'-0"

EL 34.1

EXIST RIP-RAP

4'-0"10'-0"10'-0"

RIP-RAP

EXIST

EL 18.5

CANAL INV

EL 19.0

CMP INV

EL 18.5

CANAL INV

CMP CULVERT

EXIST 72" DIA

SEE SHEET S-12

FLAP GATES,

PROVIDE NEW

M P

R

IF

T I

S-06

G L E

V E

R E

T

R U

C T

U R

A L

S T

R U

C T

U R

E S -2

E C

U L

V E

R T

S L

IP

-L

IN

IN

G P

L A

N A

N D P

R O

F

IL

E

M P

R

IF

T I

-U

S J R

B S

D E

F -S

.D

G N

M T

A B

L A

N T

E

SQUARE SHAFTS

"4

3CAPACITY, PROVIDE 1

WITH 16.5ᴷ ALLOWABLE TENSILE

GALVANIZED HELICAL ANCHORS

LINER

HDPE

63" OD

EXIST 72" DIA CMP

EXIST 72" DIA CMP

EXIST 72" DIA CMP

EXIST 72" DIA CMP

EXIST 72" DIA CMP

LINER

HDPE

63" OD

SEE NOTE 4

NOTE:

STRUCTURE S-252E CULVERT - SLIP-LINING PLAN

STRUCTURE S-252E CULVERT - SLIP-LINING PROFILE

ORIENTATION OF PLAN OPPOSITE OF SHEET S-02.

4. NOTE:

PRIOR TO COMPLETION.

INTERFERES WITH SLIP LINING OPERATIONS AND REPLACE

3. REMOVE AND SET ASIDE EXISTING RIP-RAP THAT

CONTRACTORS MEANS AND METHODS.

MOVED INTO POSITION AND ANCHORED AS PART OF THE

DUE TO BOUYANCY OF HDPE PIPE, THE PIPE SHALL BE

2. CONTRACTOR SHALL PLACE HDPE PIPE LINER IN THE WET.

PART OF THE CONTRACTORS MEANS AND METHODS.

HDPE PIPE LINER DURING GROUTING OPERATIONS AS

1. CONTRACTOR IS RESPONSIBLE FOR RESTRAINING THE

THICKNESS

WITH 2" WALL

HDPE PIPE LINER

ASTM D3035 63" OD

(TYP 3 LOCATIONS)

TIEDOWN CHANNELS

STAINLESS STEEL

C10 X 15.3

TIEDOWN CHANNELS

STAINLESS STEEL

C10 X 15.3

S-09

B

AA

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D A

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C O

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C T N

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C H

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K E

D B

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D R

A W

N B

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IS

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U E D

A T

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B

C

D

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F

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SHEET ID

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US Army Corps

U .S

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A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

W E

P -1

-R -0

N T

R A

L A

N D S

O U

T H

E R

N F

L O

R

ID

A P

R O J E

C T

U P

P E

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A

IN

T J

O H

N S R

IV

E R B

A S

IN

D E

C E

M B

E R

BCOES

S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

V E

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V E

R T R

E P

A

IR

LC L78R BERM

LC OPERATING PLATFORM

2'-0"

99'-0"

10'-0"10'-0"10'-0"

0 8'4' 16'

N

0 8'4' 16'

4'-0"

L

EL 31.0

C LEVEE

PAD

CONCRETE

EXIST

10'-0"10'-0"10'-0"2'-0"

EL 31.0

EXIST RIP-RAP

SELECT FILL

EXIST COMPACTED

GROUT

GATE

SLIDE

EXIST

WOODEN PILES

EXIST 12" DIA

CONCRETE PAD

EXIST

PLATFORM

WOODEN

EXIST

EL 17.0

CANAL INV

EL 17.0

CANAL INV

EL 18.0

CMP INV

PLATFORM

WOODEN

EXIST2'-0" 2'-0" 2'-0"

2'-0" 2'-0" 2'-0" 2'-0"

CMP CULVERT

EXIST 72" DIA

M P

R

IF

T I

S-07

G L E

V E

R E

T

R U

C T

U R

A L

S T

R U

C T

U R

E S -2

F C

U L

V E

R T

S L

IP

-L

IN

IN

G P

L A

N A

N D P

R O

F

IL

E

M P

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IF

T I

-U

S J R

B S

D E

F -S

.D

G N

M T

A B

L A

N T

E

SQUARE SHAFTS (TYP)

"4

3CAPACITY, PROVIDE 1

WITH 16.5ᴷ ALLOWABLE TENSILE

GALVANIZED HELICAL ANCHORS

EXIST 72" DIA CMP

EXIST 72" DIA CMP

WITH NEW PT LUMBER

THAT ARE DAMAGED

REPLACE ANY BOARDS

HELICAL ANCHORS,

REQUIRED TO INSTALL

REPLACE DECKING AS

LOCALLY REMOVE AND

63" OD HDPE PIPE 63" OD HDPE PIPE

INSTALLATION IS COMPLETE

AND CULVERT HOLD-DOWN

GUIDE RAILS ONCE SLIP LINING

RE-INSTALL SLIDE GATE AND

STRUCTURE S-252F CULVERT - SLIP-LINING PLAN

STRUCTURE S-252F CULVERT - SLIP-LINING PROFILE

PRIOR TO COMPLETION.

INTERFERES WITH SLIP LINING OPERATIONS AND REPLACE

3. REMOVE AND SET ASIDE EXISTING RIP-RAP THAT

CONTRACTORS MEANS AND METHODS.

MOVED INTO POSITION AND ANCHORED AS PART OF THE

DUE TO BOUYANCY OF HDPE PIPE, THE PIPE SHALL BE

2. CONTRACTOR SHALL PLACE HDPE PIPE LINER IN THE WET.

PART OF THE CONTRACTORS MEANS AND METHODS.

PIPE LINER

63" OD HDPE

ASTM D3035

TIEDOWN CHANNELS

STAINLESS STEEL

C10 X 15.3

TIEDOWN CHANNELS

STAINLESS STEEL

C10 X 15.3

S-11

G

S-09

A S-09

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D A

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C O

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C T N

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C H

E C

K E

D B

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D R

A W

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U E D

A T

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C

D

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U .S

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L E D

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T R

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A N M

A R

C O B

L V

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L E F

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W E

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R A

L A

N D S

O U

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ID

A P

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C T

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C E

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D E F A

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S

GENERAL SHEET NOTES

L

0 8'4' 16'

N

0 8'4' 16'

EL 27.5

GROUT

EL 17.0

CANAL INV

EL 18.0

CMP INV

RIP-RAP

RIP-RAP

EXIST

75'-0"

C CANAL CROSSING

LC CULVERT

LC CULVERT

EL 17.0

CANAL INV

C CANAL CROSSING

M P

R

IF

T I

S-08

G L E

V E

R E

T

R U

C T

U R

A L

C

R C

A N

A L C

R O

S S

IN

G C

U L

V E

R T

S L

IP

-L

IN

IN

G P

L A

N A

N D P

R O

F

IL

E

M P

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IF

T I

-U

S J R

B S

D E

F -S

.D

G N

M T

A B

L A

N T

E

EXIST 72" DIA CMP

PIPE LINER

63" OD HDPE

PIPE LINER

63" OD HDPE

CMP

72" DIA

EXIST

C78R CANAL CROSSING CULVERT - SLIP-LINING PLAN

C78R CANAL CROSSING CULVERT - SLIP-LINING PROFILE

PRIOR TO COMPLETION.

INTERFERES WITH SLIP LINING OPERATIONS AND REPLACE

3. REMOVE AND SET ASIDE EXISTING RIP-RAP THAT

CONTRACTORS MEANS AND METHODS.

MOVED INTO POSITION AND ANCHORED AS PART OF THE

DUE TO BOUYANCY OF HDPE PIPE, THE PIPE SHALL BE

2. CONTRACTOR SHALL PLACE HDPE PIPE LINER IN THE WET.

PART OF THE CONTRACTORS MEANS AND METHODS.

PIPE LINER

63" OD HDPE

ASTM D3035

B

L

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D A

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C O

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R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

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A T

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ID

A P

R O J E

C T

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P E

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IN

T J

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IV

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A S

IN

D E

C E

M B

E R

BCOES

S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

V E

R C

U L

V E

R T R

E P

A

IR

S

2'0 1' 4'

S-07

S-05

2'0 1' 4'

M P

R

IF

T I

S-09

G L E

V E

R E

T

R U

C T

U R

A L

H D

P E C

U L

V E

R T H

O L

D -D

O W

N

S E

C T

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-U

S J R

B S

D E

F -S

C .D

G N

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A B

L A

N T

E

2'0 1' 4'S-05

� PILE � PILE

"2 1R=31

� PILE � �

"2 1R=31

"2 1R=31

S-09 6"0 3" 1'

"2 14'-10

"2 14'-10

WOOD PILE

SOUTHERN PINE

EXIST 13" DIA

WOOD PILE

SOUTHERN PINE

EXIST 13" DIA

HDPE PIPE

63" DIA OD

HDPE PIPE

63" DIA OD

(BY CONTRACTOR)

GROUT

(BY CONTRACTOR)

VENT AND GROUT LINES

/2 (T

Y P

EMBANKMENT FILL

EXIST

SLIP-LINED CULVERT SECTION

SELECT FILL

EXIST

EXIST CMP

ABOVE INVERT OF

OF HDPE PIPE 2"

HOLD INVERT ELEV

CMP CULVERT

EXIST 72" DIA

3"

TYP

WASHERS

NUTS AND

SST 304 BOLTS,

" DIA2

1(3)

REQUIRED

WASHERS AS

ADD 304 FENDER

(TYP)

C10 SST CHANNELS

6"0 3" 1'

TYP

WASHERS

NUTS AND

SST 304 BOLTS,

" DIA2

1(3)

3"

(TYP)

C10 SST CHANNELS

BOLT (TYP)

GALV A325

" DIA8

ANCHOR (TYP)

HELICAL

SHAFT GALV

" SQUARE4

1'-0"

AA

SECTION

AT

3"3"

ANCHOR

HELICAL

ANCHOR

HELICALPIPE EXTENSION (TYP)

FIELD DRILL HOLES IN

WASHERS AT 3" SPACING

CLASS I BOLTS, NUTS AND

" DIA A3048

5(2)

(TYP)

HELICAL SHAFT

EXTENSION TO

SCHED 80 PIPE

" DIA2

1GALV 3

A B

C D ESECTION SECTIONS-252D HDPE CULVERT HOLD-DOWN SECTION

(KTR TO VERIFY IN FIELD)

9'-0"

(KTR TO VERIFY IN FIELD)

1'-0"

S-252E & F HDPE HOLD-DOWN SECTION

(CONTRACTOR TO FIELD VERIFY)

9'-9"

(CONTRACTOR TO FIELD VERIFY)

9'-9"

S-06, S-07 AND S-08

4"

AA ONLY

SECTION

(NS & FS)

SST CHANNEL

C10X15.3 304

(NS & FS)

SST CHANNEL

C10X15.3 304

PLATE (NS & FS)

" 304 SST 4

TO RADIUS

SST PLATE BEND

"X18"X5'-6" 3044

(TYP)

(NS & FS)

SCREWS

304 SST LAG

(2) 1" DIA X 5"

PLATES

" 304 SST4

PLATES

" 304 SST4

(NS & FS) SECTION AA ONLY

CLASS I BOLTS & NUTS AT

" DIA SST 3048

5WITH (4)

"x1'-0"xID SST 304 PLATE8

(TYP)

PLATE (NS & FS)

" 304 SST 4

(TYP)

PLATE (NS & FS)

" 304 SST 4

TO RADIUS (TYP)

SST PLATE BENT

"X18"X5'-6" 3044

TO RADIUS (TYP)

SST PLATE BENT

"X18"X5'-6" 3044

(NS & FS)

SST CHANNEL

C10X15.3 304

(NS & FS) (TYP)

304 SST BOLTS

" DIA2

1(3)

(NS & FS) (TYP)

304 SST BOLTS

" DIA2

1(3)

(NS & FS) (TYP)

304 SST BOLTS

" DIA2

1(3)

HDPE PIPE

63" DIA OD

ASTM D3035

WALL THICKNESS

WITH 2" SOLID

(HDPE) PIPE LINER

POLYETHYLENE

63" OD HIGH DENSITY

ASTM D3035

S-09

D

S-09

E

S-09

E

S-06

AA

S-10

M

S-11

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D B

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D A

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C O

N T

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C T N

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C H

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K E

D B

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D R

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C E

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D E F A

N D L

R C

A N

A L C

R O

S S O

V E

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U L

V E

R T R

E P

A

S-05

S-10

DETAIL

SLIDE GATE

EXIST

HDPE CULVERT

FLANGE CONNECTION

AND SPACING OF EXIST

MATCH BOLT DIAMETER

ALUMINUM GATE RAIL

EXIST EXTRUDED

SLIDE GATE

EXIST ALUMINUM

AND GATE FRAME

SEAL BETWEEN FLANGE

PROVIDE CONTINUOUS

FLANGE

HDPE

1F S-252D CULVERT FLANGE TO SLIDE GATE CONNECTION

M P

R

IF

T I

S-10

G L E

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D F

L A

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C O

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A

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S

M P

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IF

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-U

S J R

B S

D E

F -S

C .D

G N

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A B

L A

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E

ID

H

D P

E O

P E

N

IN

G

M SECTION

WOOD PILE

SOUTHERN PINE

EXIST 13" DIA

SST CHANNEL

SCREWS NS & FS

SST 304 LAG

2 - 1" DIA X 5"

SST CHANNEL

� PILE

6"0 3" 1' 4'0 2' 8'

S-10

C O

N T

R A

C T

O R M

E A

S U

R E I

N F

IE

L D

CONTRACTOR MEASURE IN FIELD

M E

A S

U R

E I

N F

IE

L D

C O

N T

R A

C T

O R

S-252D CULVERT FLANGE TO

SLIDE GATE CONNECTION - ELEVATION

(TYP)

AND SPACING IN THE FIELD

EXISTING BOLT HOLE DIA

CONTRACTOR MEASURE

GUIDE RAILS

SLIDE GATE

EXISTING

GUIDE RAILS

SLIDE GATE

EXISTING

SILL

HEADER AND

SLIDE GATE

EXISTING

SILL

HEADER AND

SLIDE GATE

EXISTING

CULVERT

CMP

EXISTING

2'0 1' 4'

SAME AS PIPE THICKNESS

ALUMINUM FRAMES

STEEL BOLTS AND

BETWEEN STAINLESS

SLEEVES AND WASHERS

PROVIDE PLASTIC

WITH WELDED HDPE FLANGE

ASTM D3035 63" OD HDPE PIPE

S-10

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K E

D B

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D R

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IS

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A T

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N T

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C T

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A S

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D E

C E

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S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

V E

R C

U L

V E

R T R

E P

A

S-07

SLIDE GATE

EXIST

HDPE CULVERT

FLANGE CONNECTION

AND SPACING OF EXIST

MATCH BOLT DIAMETER

SLIDE GATE

EXIST ALUMINUM

AND GATE FRAME

SEAL BETWEEN FLANGE

PROVIDE CONTINUOUS

FLANGE

HDPE

S-252F FLANGE CULVERT TO SLIDE GATE CONNECTION SLIDE GATE DETAIL

CHANNEL TO HELICAL PILE CONNECTION

WASHERS

INSULATING

PLASTIC

SHAFT EXTENSION

PIPE HELICAL PIPE

" DIA SCHED 802

SLEEVE

INSULATING

PLASTIC

2G H

M P

R

IF

T I

S-11

G L E

V E

R E

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A L

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F F

L A

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U L

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O E

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IS

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IN

G S

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ID

E G

A T

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C O

N N

E C

T

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N D

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A

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S

M P

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IF

T I

-U

S J R

B S

D E

F -S

C .D

G N

M T

A B

L A

N T

E

ID

H

D P

E O

P E

N

IN

G

DIAMETER & SPACING

SEE ELEVATION FOR

CLASS I BOLTS

ASTM F593 304 SST

SEE ELEVATION

304 SST CHANNEL

SEE ELEVATION

304 SST CHANNEL

WASHER

304 SST

CLASS I NUT

304 SST

ASTM F594

6"0 3" 1'

S-11

CONTRACTOR MEASURE IN FIELD

S-252F CULVERT FLANGE TO

SLIDE GATE CONNECTION - ELEVATION

SILL

HEADER AND

SLIDE GATE

EXISTING

M E

A S

U R

E I

N F

IE

L D

C O

N T

R A

C T

O R

GUIDE RAILS

SLIDE GATE

EXISTING

SILL

HEADER AND

SLIDE GATE

EXISTING

CULVERT

CMP

EXISTING

GUIDE RAILS

SLIDE GATE

EXISTING

C O

N T

R A

C T

O R M

E A

S U

R E I

N F

IE

L D

(TYP)

AND SPACING IN THE FIELD

EXISTING BOLT HOLE DIA

CONTRACTOR MEASURE

2'0 1' 4'

SAME AS PIPE THICKNESS

WITH WELDED HDPE FLANGE

ASTM D3035 63" OD HDPE PIPE

ALUMINUM FRAMES

STEEL BOLTS AND

BETWEEN STAINLESS

SLEEVES AND WASHERS

PROVIDE PLASTIC

L

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A T

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D B

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D A

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C O

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C T N

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C H

E C

K E

D B

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D R

A W

N B

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IS

S

U E D

A T

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C

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SHEET ID

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US Army Corps

U .S

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L V

D

J A

C K

S O

N V

IL

L E F

L

W E

P -1

-R -0

N T

R A

L A

N D S

O U

T H

E R

N F

L O

R

ID

A P

R O J E

C T

U P

P E

R S

A

IN

T J

O H

N S R

IV

E R B

A S

IN

D E

C E

M B

E R

BCOES

S -2

D E F A

N D L

R C

A N

A L C

R O

S S O

V E

R C

U L

V E

R T R

E P

A

IR

S

N

GENERAL SHEET NOTES

S-12

CL

CL

CULVERT

OPENING

FLAPGATE

FLAPGATE

HEX. HD. BOLT/NUT

COVER

RETAINER RING

FRAME

SEAT

HING ARM

BUSHINGS

WASHERS

HING PIN

PIVOT LUG

HEX. HD. BOLT/NUT

NAMEITEM

PARTS LIST

" DIA HOLE4

3LIFTING LUG W/

SEE NOTE 3

" DIA HOLE4

LIFTING LUG WITH

AROUND FLANGE RING

° 2

1" BOLT AT 252

2"

0 2' 4'1' 0 2' 4'1'

1' 2'0 6" 1' 2'0 6"

FLANGE RING

6 11

O P

E N

IN

G F

O R

ID

D

IA

H

D P

E C

U L

V E

R T

0 2' 4'1'

CLOPENING

S-12

2 3 4

1 N

FLAP GATE - FRONT VIEW FLAP GATE - SIDE VIEW

SECTIONFLAP GATE MOUNTING DETAIL

M P

R

IF

T I

S-12

G L E

V E

R E

T

R U

C T

U R

A L

S T

R U

C T

U R

E S -2

E C

U L

V E

R T

F L

A P G

A T

E D

E T

A

IL

S

M P

R

IF

T I

-U

S J R

B S

D E

F -S

C .D

G N

M T

A B

L A

N T

E

AND WASHER BUSHING (TYP)

" DIA SST BOLTS WITH NUTS2

THE HDPE PIPE WALL.

3. THE HDPE FLANGE RING SHALL BE THE SAME THICKNESS AS

SPECIFICATION 05 50 14.

SHALL CONFORM TO THE REQUIREMENTS IN

ALLOY 6061-T6. FABRICATION AND MATERIALS

2. FLANGE RING SHALL BE ALUMIMUM

1. CENTER FLAPGATE OVER OPENING OF 63" HDPE PIPE.

HDPE FLANGE RING

HDPE FLANGE RING

BOLT CIRCLE 65" DIA

OD RING: 67"

OD: 63"

ID: 59"

AND WASHER BUSHING (TYP)

" DIA SST BOLTS WITH NUTS 2

THICKNESS

WITH 2" WALL

PIPE (59" ID)

63" OD HDPE

ASTM D3035

CONTINUOUS NEOPRENE SEAL