H01_Ditch19_Final_Plans.pdf

PDF 46 MB Posted Aug 3, 2016

Attached to: Ditch 19 Channel Cleanout, Missouri
Solicitation number: W912EQ-16-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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PLANS

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File	Type	Posted
B07_Official_Bid_Abstract_Ditch_19_.pdf	PDF	Sep 16, 2016
AMENDMENT0003.pdf	PDF	Sep 1, 2016
Ditch_19_Amendment_001.pdf	PDF	Aug 22, 2016
A22_Ditch_19_Plans_Amendment.pdf	PDF	Aug 22, 2016
Amendment_Ditch_19.pdf	PDF	Aug 9, 2016
A22_Amend_Ditch_19.pdf	PDF	Aug 4, 2016
A22_Ditch_19_Solicitation.pdf	PDF	Aug 3, 2016

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FULTON

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BAXTER

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INDEPENDENCE

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DUNKLIN

UNION

ALEXANDER PULASKI

MASSAC

POPEJOHNSON

PRAIRIE

Fordyce

Sheridan

Rison Star City

Monticello Arkansas City

De Witt

Helena

Marianna De Valls BluffDe Valls Bluff

ClarendonClarendon

Forrest City

Des Arc

Jacksonville

Conway

Searcy

Heber Springs

Clinton

Mountain View

Melbourne

Batesville

Augusta

Ash Flat

Salem

Newport

Walnut Ridge

Pocahontas

Corning Piggott

Paragould

Lake CityJonesboro

Osceola

Wynne

Marion

Memphis West

Stuttgart

Lonoke

Pine Bluff

Warren

Blytheville

Kennett

Carutherville

Jackson

Charleston

New Madid

Bloomfield

Marble Hill

Benton

Girardeau Cape

Poplar Buff

Doniphan

Greenville

Van Buren

Eminence

AltonWest Plains

Houston

GainesvilleGainesville

Centerville

Dyersburg

Ripley

Covington

Brownsville

Alamo

Trenton

Dresden

Union City

Paris

Huntington

Camden

Lexington

Decaturville

Benton

Wickliffe

Bardwell

Hickman

Mayfield

Paducah

Murray

Eddyville

Smithland

Marion

Tiptonville

Cairo

Mound City

Vienna

Metropolis

Golconda

Somerville Bolivar

Selmer

Savannah

Henderson

Jackson

Hernando

Senatobia

Holly Springs

Ashland

Ripley

Corinth

Iuka

Booneville

New Albany

Fulton

Tupelo PontotocPontotoc

Oxford

Batesville

Sardis

Tunica

MarksMarks

Charleston

Summer

Clarksdale

Grenada

Water Valley

Coffeeville

Pittsboro

Houston

Okolona

AberdeenRosedale

Cleveland

Walthall

Memphis

Earle

Parkin

Rock Little

H O

G O

Harrisburg

Home Mountain

Norfork Lake

Lake Greers Ferry

Conway Lake

Lake Peckerwood

Lake Arkabutla

Sardis Lake

Enid Lake

Grenada Lake

Lake Pickwick

Lake Reelfoot

Lake Kentucky

Lake Wappapello

Lake Horseshoe

Lake Porter

MISSOURI

ARKANSAS

TENNESSEE

KENTUCKY

TENNESSEE

MISSISSIPPI

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70A

45W

45E

79U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

PROJECT LOCATION MAP

VICINITY MAP

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OF CO. RD. 692 BRIDGE

AND SNAGGING - AREA #2 50' SOUTH

END CLEANOUT, CLEARING

OF STATE ROUTE MM BRIDGE

AND SNAGGING - AREA #2 50' NORTH

BEGIN CLEANOUT, CLEARING

OF CO. RD. 222 BRIDGE

AND SNAGGING - AREA #1 50' SOUTH

END CLEANOUT, CLEARING

OF CO. RD. 322 BRIDGE

AND SNAGGING - AREA #1 50' NORTH

BEGIN CLEANOUT, CLEARING

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STODDARD CO.

DUNKLIN CO.

CAMPBELL, MO.

GIBSON, MO.

PROJECT LOCATION

1 INCH = 0.5 MILE

1.0 MILE0.5 MILE

0 50 MILES25

FOR SOLICITATION

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97-41M

GENERAL NOTES:

DESCRIPTION

MARKS

BENCH

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ABBREVIATIONS

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

LEVEE BASELINE

CONCRETE

DIAMETER

BOT

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UNGD

FES FLARED END SECTION

WIDTHW

RIVERWARDR/W

LONG

LANDWARDL/W

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

FILL

CUT

SHEETPILE

AND NUMBER

BORING LOCATION

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING

(COAXIAL T.V.)

EXISTING CABLE

RIGHT OF WAY

CONSTRUCTION

LIMIT OF

EASEMENT

CONSTRUCTION

PIPE

EXISTING CULVERT

POWER POLE

EME EXCAVATED MATERIAL

EMBANKMENT

CMP CORRUGATED METAL PIPE

ELEVATION

NTS NOT TO SCALE

CSP CORRUGATED STEEL PIPE

ELEV.: 279.533

DITCH CENTERLINE

TABULATION OF BENCHMARKS: VERTICAL CONTROL

SILT FENCE

OPTIC

EXISTING FIBER

99/999

LEVEE CENTERLINE

99/999

HT HEIGHT

RIVERSIDERS

JMA14005-14 2014

JMA14005-15 2014 ELEV.: 283.314

JMA14005-16 2014 ELEV.: 287.329

JMA14005-17 2014 ELEV.: 286.213

JMA14005-18 2014 ELEV.: 291.005

WRITTEN BY MEMPHIS CORPS QAR.

2014��. THIS MONUMENT WAS SET BY, AND THE DESCRIPTION WAS

THE MARK IS A STANDARD COE BRASS DISK STAMPED ��JMA14005-15

1.0 FOOT AT 90 DEGREES FROM THE WEST END OF THE CONCRETE RAIL.

BRIDGE RAIL AT THE NORTHWEST CORNER OF THE BRIDGE. THE MARK IS

TO THE MARK ON THE LEFT. THE MARK IS SET FLUSH ON A 0.4 FOOT TALL

TO COUNTY ROAD 316, THEN TAKE COUNTY ROAD 316 EAST FOR 0.9 MILES

HIGHWAY 62 IN CAMPBELL, MO, TAKE HIGHWAY 53 SOUTH FOR 2.9 MILES

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 53 AND

E: 2515323.468

N: 13249946.504

FOUND TYPE C DISK

MEMPHIS CORPS QAR.

MONUMENT WAS SET BY, AND THE DESCRIPTION WAS WRITTEN BY

STANDARD COE BRASS DISK STAMPED ��JMA14005-14 2014��. THIS

FROM THE NORTHWEST CORNER OF THE BRIDGE DECK. THE MARK IS A

FROM THE NORTH END OF THE HEADWALL AND 1.4 FEET AT 12 DEGREES

FLUSH WITH THE CONCRETE. THE MARK IS 1.0 FOOT AT 190 DEGREES

TO THE MARK ON THE LEFT. THE MARK IS SET IN A CONCRETE HEADWALL

TO COUNTY ROAD 322, THEN TAKE COUNTY ROAD 322 EAST FOR 0.2 MILES

HIGHWAY 62 IN CAMPBELL, MO, TAKE HIGHWAY 53 SOUTH FOR 4.1 MILES

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 53 AND

E: 2515579.344

N: 13244642.068

FOUND TYPE C DISK

DESCRIPTION WAS WRITTEN BY MEMPHIS CORPS QAR.

��JMA14005-16 2014��. THIS MONUMENT WAS SET BY, AND THE

FOOT HEADWALL. THE MARK IS A STANDARD COE BRASS DISK STAMPED

OF THE BRIDGE SET FLUSH WITH THE CONCRETE IN THE CENTER OF A 1.5

THE MARK ON THE LEFT. THE MARK IS SET AT THE NORTHWEST CORNER

HIGHWAY 62 IN CAMPBELL, MO, TAKE HIGHWAY 62 EAST FOR 1.8 MILES TO

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 53 AND

E: 2512854.565

N: 13263118.948

FOUND TYPE C DISK

BY, AND THE DESCRIPTION WAS WRITTEN BY MEMPHIS CORPS QAR.

ALUMINUM DISK STAMPED ��JMA14005-17 2014��. THIS MONUMENT WAS SET

FROM A POWER POLE. THE MARK IS A STANDARD MEMPHIS DISTRICT

THE CENTERLINE OF COUNTY ROAD 222, AND 14.8 FEET AT 182 DEGREES

THE NORTHWEST CORNER OF A BRIDGE, 14.3 FEET AT 0 DEGREES FROM

SURFACE OF GROUND. THE MARK IS 36.5 FEET AT 288 DEGREES FROM

MILES TO THE MARK ON THE LEFT. THE MARK IS SET 0.5 FEET BELOW

MILES TO COUNTY ROAD 222, THEN TAKE COUNTY ROAD 222 EAST FOR 2.1

HIGHWAY WW IN CAMPBELL, MO, TAKE HIGHWAY WW NORTH FOR 1.1

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 53 AND

E: 2512717.464

N: 13271093.068

RECOVERED TYPE F MONUMENT

DESCRIPTION WAS WRITTEN BY MEMPHIS CORPS QAR.

��JMA14005-18 2014��. THIS MONUMENT WAS SET BY, AND THE

OF THE HEADWALL. THE MARK IS A STANDARD COE BRASS DISK STAMPED

HEADWALL. THE MARK IS 0.8 FEET AT 90 DEGREES FROM THE WEST END

NORTHWEST CORNER OF THE BRIDGE SET FLUSH WITH THE CONCRETE

1.8 MILES TO THE MARK ON THE LEFT. THE MARK IS SET AT THE

MILES TO COUNTY ROAD 231, THEN TAKE COUNTY ROAD 231 NORTH FOR

MILES TO COUNTY ROAD 222, THEN TAKE COUNTY ROAD 222 EAST FOR 1.8

HIGHWAY WW IN CAMPBELL, MO, TAKE HIGHWAY WW NORTH FOR 1.1

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 53 AND

E: 2513036.601

N: 13277709.039

FOUND TYPE C DISK

/2 e e t_ s e e d .d

G-003G-003

E X L E

G E

N D

A N

D A

B B

R E

N S

E X L E

G E

N D

A N

D A

B B

R E

N S

ELEV.: 296.653JMA14005-24 2014

JMA14005-25 2014 ELEV.: 294.845

BY, AND THE DESCRIPTION WAS WRITTEN BY MEMPHIS CORPS QAR.

ALUMINUM DISK STAMPED ��JMA14005-24 2014��. THIS MONUMENT WAS SET

TOP BANK OF DITCH 19. THE MARK IS A STANDARD MEMPHIS DISTRICT

CORNER OF THE BRIDGE, AND 29.8 FEET AT 150 DEGREES FROM THE LEFT

GROUND. THE MARK IS 20.3 FEET AT 242 DEGREES FROM THE SOUTHEAST

MARK ON THE LEFT. THE MARK IS SET 0.5 FEET BELOW SURFACE OF

HIGHWAY MM, THEN TAKE HIGHWAY MM SOUTH FOR 2.5 MILES TO THE

HIGHWAY U IN BERNIE, MO, TAKE HIGHWAY U WEST FOR 3.7 MILES TO

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 25 AND

E: 2512176.771

N: 13310607.012

RECOVERED TYPE F MONUMENT

CHANNEL CLEANOUT AREA #1

MARKS

BENCH ELEVATION DESCRIPTION

CHANNEL CLEANOUT AREA #2

CHANNEL CENTERLINE

BASELINE

BY, AND THE DESCRIPTION WAS WRITTEN BY MEMPHIS CORPS QAR.

ALUMINUM DISK STAMPED ��JMA14005-25 2014��. THIS MONUMENT WAS SET

BANK OF A SMALL DITCH. THE MARK IS A STANDARD MEMPHIS DISTRICT

CORNER OF THE BRIDGE, AND 2.0 FEET AT 202 DEGREES FROM THE TOP

OF COUNTY ROAD 692, 24.0 FEET AT 122 DEGRESS FROM THE SOUTHEAST

GROUND. THE MARK IS 21.5 FEET AT 180 DEGREES FROM THE CENTERLINE

MARK ON THE RIGHT. THE MARK IS SET 0.5 FEET BELOW SURFACE OF

ROAD 692, THEN TAKE COUNTY ROAD 692 EAST FOR 0.3 MILES TO THE

HIGHWAY MM, THEN TAKE HIGHWAY MM SOUTH FOR 2.0 MILES TO COUNTY

HIGHWAY U IN BERNIE, MO, TAKE HIGHWAY U WEST FOR 3.7 MILES TO

TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 25 AND

E: 2513383.762

N: 13313448.121

RECOVERED TYPE F MONUMENT

BE USED AS HORIZONTAL CONTROL.

PURPOSES ONLY AND SHALL NOT

PROVIDED ARE FOR LOCATION

1. NORTHINGS AND EASTINGS

NOTE:

MAXIMUM EME HEIGHTS AND AVAILABLE WIDTH TO RIGHT-OF-WAY.

16. DRIFTING AND HAULING OF MATERIAL MAY BE NECESSARY TO AVOID EXCEEDING

MATERIAL TO BE REMOVED FROM THE CHANNEL.

DATED 2014. THIS 2014 SURVEY INDICATES A QUANTITY OF APPROXIMATELY 353,450 CY OF

15. EXISTING GRADES SHOWN REPRESENT EXISTING CONDITIONS AT THE TIME OF SURVEY

DISCRETION OF THE CONTRACTING OFFICER.

14. EXCAVATION DURING HIGH WATER ELEVATIONS IN THE CHANNEL SHALL BE AT THE

CLAYS, SANDS, AND VEGETATION, WITH THE MAJORITY BEING SAND AND CLAY.

TO BE EXCAVATED FROM DITCH SIDE SLOPES CONSISTS OF A CONGLOMERATE OF SILTS,

SILTS, CLAYS, SANDS, AND SOME VEGETATION, WITH THE MAJORITY BEING SAND. MATERIAL

13. MATERIAL TO BE EXCAVATED FROM DITCH BOTTOM CONSISTS OF A CONGLOMERATE OF

SLOPE UNLESS OTHERWISE SPECIFIED HEREIN.

12. END SLOPES ON ALL EMBANKMENTS SHALL TIE INTO NATURAL GROUND USING A 2H:1V

SHALL BE REPAIRED AT THE CONTRACTOR�S EXPENSE.

DAMAGE TO FENCES OR CATTLE GUARDS CAUSED BY THE CONTRACTOR�S OPERATIONS

LEAST 10 DAYS IN ADVANCE OF THE REQUIRED FENCE REMOVAL. ANY UNWARRANTED

NECESSARY. THE CONTRACTOR SHALL NOTIFY THE RESPONSIBLE DRAINAGE DISTRICT AT

11. FENCES WITHIN THE WORK AREA SHALL BE REMOVED AND REPLACED IN KIND, IF

INDICATED IN THE DRAWINGS.

10. DO NOT DISTURB EXISTING CULVERTS OR OTHER STRUCTURES UNLESS OTHERWISE

ALIGNMENT ON SHEETS C101 - C106.

ON SHEETS C-100 TO C-106 AND BASELINE POINTS ARE SHOWN ON THE BASELINE

9. PROJECT BASELINE WAS ESTABLISHED IN 2014. RIGHT-OF-WAY BOUNDARY IS TABULATED

8. DO NOT BLOCK EXISTING DRAINAGE WITH EXCAVATED MATERIAL EMBANKMENT (EME).

DITCHES.

7. NO EXCAVATED MATERIAL SHALL BE PLACED WITHIN 40� OF TOP BANK OF EXISTING INLET

WITHIN THE PROJECT RIGHT-OF-WAY LIMITS.

6. NO EXCAVATED MATERIAL SHALL BE PLACED WITHIN 20� OF ANY EXISTING BUILDINGS

11.F. ENTITLED �OPERATIONS ADJACENT TO OVERHEAD LINES�.

COMPLY WITH EM 385-1-1 SAFETY MANUAL (2014, WITH MOST RECENT CHANGES) SECTION

OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL FULLY

5. NO EXCAVATED MATERIAL SHALL BE PLACED CLOSER THAN 25� TO UTILITY LINES UNLESS

4. EXCAVATION SHALL PROGRESS FROM DOWNSTREAM TO UPSTREAM.

AT HIS EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY

DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF SERVICE OCCASIONED BY THE

DAMAGE THERETO OR INJURY TO THE CONTRACTOR’S EMPLOYEES OR OTHERS. ANY

EXERCISE SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT

BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL

WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE "CALL

PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS BEFORE BEGINNING

UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED AT THE SITE ARE TO REMAIN IN

ON THE PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF ALL

APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST

3. ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE

DOWNSTREAM.

2. LEFT AND RIGHT BANKS SHALL BE DEFINED AS VIEWED FROM UPSTREAM TO

COMBINED GRID FACTOR = 1.00047.

DISTANCE, WHERE GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR ;

COMPUTED USING N.A.V.D. 88 IN U.S. SURVEY FEET. STATIONING IS BASED ON GROUND

UNIVERSAL TRANSVERSE MERCATOR ZONE 15N IN U.S. SURVEY FEET. VERTICAL DATA WAS

1. HORIZONTAL DATA WAS COMPUTED USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND

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ROW LIMITS

USACE BASELINE

CHANNEL CENTERLINE

DUNKLIN COUNTY

SCALE:1"=1000’

2000’1000’

GIBSON, MO.

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IMAGERY AQUIRED 2009

SCALE:1"=1000’

2000’1000’

C L E

A N

O U

T S

T A

R T

B A

S E

E S

T A

DUNKLIN COUNTY

FLOW

USACE BASELINE

STATE

OUTE

M M

C O . R

D . 6

CHANNEL CENTERLINE

B A

S E

E S

T A

/2 e e t_ s e e d .d

C-100

O V

E R

A L L P

L A

N V

CLEANOUT AREA #1 (AS INDICATED ON DWG. G-002)

DWG. G-002)

(AS INDICATED ON

CLEANOUT AREA #2

MISSOURI

C L E

A N

O U

T E

N D

ROW LIMITS

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

300300

1085+00 1090+00 1095+00 1100+00 1105+00 1110+00 1115+00 1120+00 1125+00 1130+00 1135+00

E L E

V A

200’ 400’

SCALE:1"=200’

E L E

V A

N e e t_ s e e d .d

C-101

IMAGERY AQUIRED 2009

B E

H A

N N

E L C

L E

A N

O U

T S

T A

S T

M A

T C

H L

E C -1

ROW LIMITS

CHANNEL CENTERLINE

USACE BASELINE

ELECTRICAL WIRE

LOW PRIMARY OVERHEAD

AZ 358̂25’56"

1259.92’

AZ 358̂52’33"

1487.32’

AZ 13̂58’48" 1473.60’

S T

M A

T C

H L

E C -1

S T

A T

O S

T A

C M

18" DIA. CMPRIGHT TOP BANK

CHANNEL DESIGN GRADE

EL. 261.55

STA. 1137+00

200’ 400’

SCALE:1"=200’

HORIZONTAL:

VERTICAL:

20’ 40’

SCALE:1"=20’

ROW 1

ROW 2

ROW 3 ROW 4

ROW 5

ROW 6 ROW 7

ROW 8

ROW 40

ROW 41

ROW 42

ROW 43

ROW 44

ROW 45

ROW 46

ROW 47

ROW 48

ROW 49

ROW 50

ROW 51

DRIFT/HAUL MATERIAL

EL. 260.70

STA. 1099+33

FLOW

CLEANOUT PROFILE - B/L STA. 1097+33 TO B/L STA. 1137+00

CLEANOUT PLAN - B/L STA. 1097+33 TO B/L STA. 1137+00

F/L OUT: 269.60

F/L IN: 270.30

24" DIA. CMP

F/L OUT: 269.99

F/L IN: 270.78

18" DIA. CMP

30" DIA. CMP RISER

24" DIA. STEEL RISER PIPE

C L E

A N

O U

T P

L A

N A

N D P

R O

E A

R E

C L E

A N

O U

T A

R E

B E

H A

N N

50’ BOTTOM WIDTHSECTION TO THE DESIGN SECTION

200’ LONG TRANSITION FROM THE EXISTING

E N

T R

A N

C E /E

P R

O P

O S

E D A

R E

C O

R D

2. NO WORK WITHIN 50’ OF CO. RD. 322 BRIDGE

TO THE DESIGN CROSS SECTION.

OF FULL CROSS SECTION FROM THE EXISTING CROSS SECTION

TO THE DESIGN SECTION. ENSURE SMOOTH TRANSITION

SECTION, AT THE BEGINNING OF THE CLEANOUT (B/L STA. 1097+33),

1. 200’ LONG CROSS SECTION TRANSITION FROM THE EXISTING

NOTES:

Y = 13244652.358

X = 2515516.710

SET IRON ROD

BL STA. 1096+77.11

D19-100 2014

Y = 13246082.309

X = 2515872.704

SET IRON ROD

BL STA. 1111+50.71

D19-101 2014

Y = 13247569.346

X = 2515843.521

SET IRON ROD

BL STA. 1126+38.03

D19-102 2014

Z = 279.53

Y = 13244642.068

X = 2515579.344

FND TYPE C DISK

JMA14005-14

BOTTOM (CENTERLINE)

EXISTING CHANNEL

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

1140+00 1145+00 1150+00 1155+00 1160+00 1165+00 1170+00 1175+00 1180+00 1185+00

EL. 262.06

PVI STA. 1159+93

200’ 400’

SCALE:1"=200’

N S

T A

M A

T C

H L

E C -1

S T

M A

T C

H L

E C -1

CABLE CROSSING

UNDERGROUND TELEPHONE

ELECTRICAL WIRE

LOW PRIMARY OVERHEAD

1259.92’

AZ 358̂25’56"

1449.23’

AZ 336^33’49" AZ 335̂58’59"

1492.04’ 1492.18’

AZ 338̂20’08"

1247.88’

AZ 334̂30’59"

C O R

ROW LIMITS

USACE BASELINE

CHANNEL CENTERLINE

VERTICAL:

HORIZONTAL:

200’ 400’

SCALE:1"=200’

20’ 40’

SCALE:1"=20’

300300

E L E

V A

300300

E L E

V A

S T

M A

T C

H L

E C -1

RIGHT TOP BANK

CHANNEL DESIGN GRADE

OF CO. RD. 326 BRIDGE

NO WORK WITHIN 50’

EL. 261.55

STA. 1137+00

M A

T C

H L

E C -1

EL. 262.65

STA. 1188+00

/2 e e t_ s e e d .d

C-102

S T

A T

O S

T A

IMAGERY AQUIRED 2009

ROW 9

ROW 10

ROW 11

ROW 12

ROW 13

ROW 14

ROW 15 ROW 16

ROW 52

ROW 53

ROW 54

ROW 55

ROW 56

ROW 57

ROW 58

FLOW

CLEANOUT PLAN - B/L STA. 1137+00 TO B/L STA. 1188+00

CLEANOUT PROFILE - B/L STA. 1137+00 TO B/L STA. 1188+00

F/L OUT: 267.50

F/L IN: 269.18

24" DIA. CMP

F/L OUT: 270.64

F/L IN: 271.30

24" DIA. CMP

36" DIA. CMP

24" DIA. CMP

30" DIA. STEEL PIPE

C L E

A N

O U

T P

L A

N A

N D P

R O

E A

R E

50’ BOTTOM WIDTH 50’ BOTTOM WIDTH

CABLE

UNDERGROUND ELECTRICAL

OVERHEAD

Y = 13248828.793

X = 2515809.050

SET IRON ROD

BL STA. 1138+97.95

D19-103 2014

Y = 13249955.269

X = 2515272.146

SET IRON ROD

BL STA. 1151+45.83

D19-104 2014

Y = 13251342.044

X = 2514721.274

SET IRON ROD

BL STA. 1166+38.01

D19-105 2014

Y = 13252704.911

X = 2514114.004

SET IRON ROD

BL STA. 1181+30.05

D19-106 2014

SECTION TO THE EXISTING SECTION

200’ LONG TRANSITION FROM THE DESIGN

SECTION TO THE DESIGN SECTION

200’ LONG TRANSITION FROM THE EXISTING

BOTTOM (CENTERLINE)

EXISTING CHANNEL

EL. 261.92

STA. 1153+75

EL. 261.79

STA. 1147+91

Z = 283.31

Y = 13249946.504

X = 2515323.468

FND TYPE C DISK

JMA14005-15

3. UTILITIES SHOWN ON PROFILE FOR REFERENCE ONLY.

FROM THE EXISTING CROSS SECTION TO THE DESIGN CROSS SECTION.

DESIGN SECTION. ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION

AT THE "NO WORK" LIMIT 50’ UPSTREAM OF THE BRIDGE FACE, TO THE

2. 200’ LONG CROSS SECTION TRANSITION FROM THE EXISTING SECTION,

CROSS SECTION.

CROSS SECTION FROM THE DESIGN CROSS SECTION TO THE EXISTING

OF THE BRIDGE FACE. ENSURE SMOOTH TRANSITION OF FULL

TO THE EXISTING SECTION, AT THE "NO WORK" LIMIT 50’ DOWNSTREAM

1. 200’ LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION

NOTES:

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

1190+00 1195+00 1200+00 1205+00 1210+00 1215+00 1220+00 1225+00 1230+00 1235+00 1240+00

EL. 263.05

PVI STA. 1206+91

200’ 400’

SCALE:1"=200’

IMAGERY AQUIRED 2009

ELECTRICAL WIRE

LOW PRIMARY OVERHEAD

1475.11’

AZ 0̂02’34"

AZ 3

36̂

33’ 49"

9.2

3’

AZ 3

36̂

29’ 54"

4.1

9’

AZ 358̂13’03"

1470.55’ AZ 357̂33’36"

1451.25’

S T

M A

T C

H L

E C -1

S T

M A

T C

H L

E C -1

92" DIA. STEEL PIPE

18" DIA. STEEL RISER PIPE

ROW LIMITS

USACE BASELINE

CHANNEL CENTERLINE

300300

E L E

V A

300300

E L E

V A

S T

M A

T C

H L

E C -1

S T

M A

T C

H L

E C -1

RIGHT TOP BANK

EL. 264.24

STA. 1240+00

CHANNEL DESIGN GRADE

HORIZONTAL:

VERTICAL:

20’ 40’

SCALE:1"=20’

200’ 400’

SCALE:1"=200’

EL. 262.65

STA. 1188+00

T E

E L P

C M

T E

E L P

T W

C M

/2 e e t_ s e e d .d

C-103

S T

A T

O S

T A

ROW 17

ROW 18

ROW 19

ROW 59

ROW 60

ROW 61

FLOW

F/L OUT: 271.96

F/L IN: 272.62

24" DIA. STEEL PIPE

F/L OUT: 274.59

F/L IN: 274.89

30" DIA. CMP

F/L OUT: 274.31

F/L IN: 274.49

24" DIA. STEEL PIPE

F/L OUT: 270.66

F/L IN: 271.33

48" DIA. CMP

F/L OUT: 270.87

F/L IN: 271.27

48" DIA. CMP

50’ BOTTOM WIDTH

CLEANOUT PLAN - B/L STA. 1188+00 TO B/L STA. 1240+00

CLEANOUT PROFILE - B/L STA. 1188+00 TO B/L STA. 1240+00

C L E

A N

O U

T P

L A

N A

N D P

R O

E A

R E

1. UTILITIES SHOWN ON PROFILE FOR REFERENCE ONLY.

NOTES:

ELECTRICAL

OVERHEAD

Y = 13254034.579

X = 2513537.604

SET IRON ROD

BL STA. 1195+79.28

D19-107 2014

Y = 13255184.733

X = 2513037.465

SET IRON ROD

BL STA. 1208+33.47

D19-108 2014

Y = 13256654.572

X = 2512991.725

SET IRON ROD

BL STA. 1223+04.02

D19-109 SET IRON ROD

Y = 13258104.507

X = 2512929.944

SET IRON ROD

BL STA. 1237+55.27

D19-110 2014

BOTTOM (CENTERLINE)

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

1240+00 1245+00 1250+00 1255+00 1260+00 1265+00 1270+00 1275+00 1280+00 1285+00 1290+00

200’ 400’

SCALE:1"=200’

IMAGERY AQUIRED 2009

AZ 0̂02’34"

1475.11’

AZ 359̂15’08"

1483.95’

AZ 358̂19’35"

1119.72’

AZ 356̂51’00"

941.60’

AZ 0̂26’01"

1470.64’

ELECTRICAL WIRE

LOW PRIMARY OVERHEAD

COMMUNICATION LINE

UNDERGROUND

32" DIA. STEEL PIPE

24" DIA. CMP

ROW LIMITS

USACE BASELINE

CHANNEL CENTERLINE

H W

A Y

INCOMING DITCH

S T

M A

T C

H L

E C -1

S T

M A

T C

H L

E C -1

S T

M A

T C

H L

E C -1

CHANNEL DESIGN GRADE

EL. 264.24

STA. 1240+00

RIGHT TOP BANK

HORIZONTAL:

VERTICAL:

20’ 40’

SCALE:1"=20’

200’ 400’

SCALE:1"=200’

300300

E L E

V A

300300

E L E

V A

S T

M A

T C

H L

E C -1

EL. 266.04

STA. 1290+27

OF HIGHWAY 62 BRIDGE

NO WORK WITHIN 50’

/2 e e t_ s e e d .d

C-104

S T

A T

O S

T A

ROW 20

ROW 21

ROW 22

ROW 23

ROW 24

ROW 25

ROW 62

ROW 63

ROW 64

ROW 65

ROW 66

ROW 67

ROW 68

DRIFT/HAUL MATERIAL

FLOW

CLEANOUT PLAN - B/L STA. 1240+00 TO B/L STA. 1290+27

CLEANOUT PROFILE - B/L STA. 1240+00 TO B/L STA. 1290+27

C L E

A N

O U

T P

L A

N A

N D P

R O

E A

R E

50’ BOTTOM WIDTH

SECTION TO THE EXISTING SECTION

200’ LONG TRANSITION FROM THE DESIGN

CABLE

UNDERGROUND

ELECTRICAL

OVERHEAD

DESIGN SECTION

SECTION TO THE

FROM THE EXISTING

200’ LONG TRANS.

Y = 13259579.614

X = 2512931.046

SET IRON ROD

BL STA. 1252+30.38

D19-111 2014

Y = 13261063.435

X = 2512911.679

SET IRON ROD

BL STA. 1267+14.33

D19-112 2014

Y = 13262182.680

X = 2512878.975

SET IRON ROD

BL STA. 1278+34.05

D19-113 2014

Y = 13263122.862

X = 2512827.233

SET IRON ROD

BL STA. 1287+75.65

D19-114 2014

EL. 265.84

STA. 1284+73

Z = 287.33

Y = 13263118.948

X = 2512854.565

FND TYPE C DISK

JMA14005-16

3. UTILITIES SHOWN ON PROFILE FOR REFERENCE ONLY.

FROM THE EXISTING CROSS SECTION TO THE DESIGN CROSS SECTION.

DESIGN SECTION. ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION

AT THE "NO WORK" LIMIT 50’ UPSTREAM OF THE BRIDGE FACE, TO THE

2. 200’ LONG CROSS SECTION TRANSITION FROM THE EXISTING SECTION,

CROSS SECTION.

CROSS SECTION FROM THE DESIGN CROSS SECTION TO THE EXISTING

OF THE BRIDGE FACE. ENSURE SMOOTH TRANSITION OF FULL

TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50’ DOWNSTREAM

1. 200’ LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION

NOTES:

BOTTOM (CENTERLINE)

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00

EL. 266.24

PVI STA. 1295+81

EL. 267.64

PVI STA. 1333+98

200’ 400’

SCALE:1"=200’

IMAGERY AQUIRED 2009

1394.18’

AZ 359̂43’14"

1494.26’

AZ 4̂55’19"

1088.4

7’

AZ 350̂

23’01"

1470.64’

AZ 0̂26’01"

96" DIA. STEEL PIPE

INCOMING DITCH

30" DIA. STEEL PIPE

S T

M A

T C

H L

E C -1

ROW LIMITS

CHANNEL CENTERLINE

USACE BASELINE

S T

M A

T C

H L

E C -1

ROW LIMITS

VERTICAL:

HORIZONTAL:

200’ 400’

SCALE:1"=200’

20’ 40’

SCALE:1"=20’

CHANNEL DESIGN GRADE

RIGHT TOP BANK

S T

M A

T C

H L

E C -1

H W

A Y

300300

E L E

V A

300300

E L E

V A

S T

M A

T C

H L

E C -1

EL. 267.94

STA. 1340+00

EL. 266.04

STA. 1290+27

T E

E L P

T E

E L P

/2 e e t_ s e e d .d

C-105

S T

A T

O S

T A

ROW 26

ROW 27 ROW 28

ROW 29

ROW 69 ROW 70 ROW 71

ROW 72

ROW 73F/L OUT: 273.98

F/L IN: 274.94

36" DIA. STEEL PIPE

F/L OUT: 276.80

F/L IN: 277.14

30" DIA. STEEL PIPE

FLOW

CLEANOUT PLAN - B/L STA. 1290+27 TO B/L STA. 1340+00

CLEANOUT PROFILE - B/L STA. 1290+27 TO B/L STA. 1340+00

SUCH THAT A 50’ BOTTOM WIDTH IS CENTERED ON THE CHANNEL CENTERLINE

EXCAVATE CHANNEL BETWEEN B/L STA. 1308+00 AND B/L STA. 1327+00

C L E

A N

O U

T P

L A

N A

N D P

R O

E A

R E

FOR EME PLACEMENT.

MATERIAL AS NECESSARY

DRIFT/HAUL EXCAVATED

VEGETATION TO REMAIN.

WOODED WETLAND.

Y = 13264593.455

X = 2512838.361

SET IRON ROD

BL STA. 1302+46.29

D19-115 2014

Y = 13265666.628

X = 2512656.531

SET IRON ROD

BL STA. 1313+34.76

D19-116 2014

Y = 13267155.378

X = 2512784.737

SET IRON ROD

BL STA. 1328+29.02

D19-117 2014

BOTTOM (CENTERLINE)

EXISTING CHANNEL

45’ BOTTOM WIDTH

100’ LONG BOTTOM WIDTH TRANSITION

50’ BOTTOM WIDTH

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

1340+00 1345+00 1350+00 1355+00 1360+00 1365+00

200’ 400’

SCALE:1"=200’

IMAGERY AQUIRED 2009

1108.67’

AZ 358̂27’23"

1435.58’

AZ 358̂46’41"

24" DIA. CPP/CMP

C O

R D

S T

M A

T C

H L

E C -1

ROW LIMITS

CHANNEL CENTERLINE

ROW LIMITS

USACE BASELINE

S T

20’ 40’

SCALE:1"=20’

VERTICAL:

HORIZONTAL:

200’ 400’

SCALE:1"=200’

CHANNEL DESIGN GRADE

S T

M A

T C

H L

E C -1

300300

E L E

V A

300300

E L E

V A

S T

RIGHT TOP BANK

EL. 268.98

STA. 1364+87

EL. 267.94

STA. 1340+00

OF CO. RD. 222 BRIDGE

NO WORK WITHIN 50’

C M

/2 e e t_ s e e d .d

C-106

S T

A T

O S

T A

ROW 30

ROW 31

ROW 32

ROW 33

ROW 34

ROW 35

ROW 36

ROW 79

ROW 78

ROW 77

ROW 76ROW 75

ROW 74

DITCH

INCOMING

FLOW

E N

D C

H A

N N

E L C

L E

A N

O U

T A

R E

CLEANOUT PLAN - BL STA. 1340+00 TO B/L STA. 1366+87

CLEANOUT PROFILE - B/L STA. 1340+00 TO B/L STA. 1366+87

F/L OUT: 273.91

F/L IN: 276.12

30" DIA. CMP

C L E

A N

O U

T A

R E

E N

D C

H A

N N

A N

O U

T P

L A

N A

N D P

R O

E A

R E

45’ BOTTOM WIDTH

SECTION TO THE EXISTING SECTION

200’ LONG TRANSITION FROM THE DESIGN

Y = 13268549.541

X = 2512777.940

SET IRON ROD

BL STA. 1342+23.20

D19-118 2014

Y = 13269984.799

X = 2512747.329

SET IRON ROD

BL STA. 1356+58.78

D19-119 2014

BOTTOM (CENTERLINE)

EXISTING CHANNEL

TO THE EXISTING CROSS SECTION.

OF FULL CROSS SECTION FROM THE DESIGN CROSS SECTION

CLEANOUT (B/L STA. 1366+87). ENSURE SMOOTH TRANSITION

SECTION TO THE EXISTING SECTION AT THE END OF THE

1. 200’ LONG CROSS SECTION TRANSITION FROM THE DESIGN

NOTES:

Z = 286.21

Y = 13271093.068

X = 2512717.464

RECOVERED TYPE F MONUMENT

BL STA. 1367+67.45

D19-120 = JMA14005-17

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

320320

1775+00 1780+00 1785+00 1790+00 1795+00 1800+00 1805+00 1810+00 1815+00 1820+00

E L E

V A

E L E

V A

200’ 400’

SCALE:1"=200’

IMAGERY AQUIRED 2009

C O R

CHANNEL CENTERLINE

USACE BASELINE

20’ 40’

SCALE:1"=20’

VERTICAL:

HORIZONTAL:

200’ 400’

SCALE:1"=200’

CHANNEL DESIGN GRADE

LEFT TOP BANK

EL. 286.30

STA. 1818+09

EL. 285.41

STA. 1791+11

C H

A N

N E

L C

L E

A N

O U

T S

T A

C H

A N

N E

L C

L E

A N

O U

T S

T A

AZ 23^00’46"

804.56’

AZ 22̂33’46"

790.30’

AZ 23^15’38"

1492.04’

INCOMING DITCH

24" CMP

/2 e e t_ s e e d .d

C-107

CLEANOUT PLAN - B/L STA. 1790+11 TO B/L STA. 1819+09

CLEANOUT PROFILE - B/L STA. 1790+11 TO B/L STA. 1819+09

C L E

A N

O U

T A

R E

B E

H A

N N

C L E

A N

O U

T A

R E

E N

D C

H A

N N

E L

S T

A T

O S

T A

C L E

A N

O U

T P

L A

N A

N D P

R O

E A

R E

FLOW

ELECTRICAL WIRE

LOW PRIMARY OVERHEAD

B E

H A

N N

E L C

L E

A N

O U

E N

D C

H A

N N

E L C

L E

A N

O U

ELECTRICAL

OVERHEAD

F/L OUT: 287.14

F/L IN: 289.07

36" DIA. CMP

ENTRANCE/E

XIT

PROPOSED

AREA #

STATE

OUTE

C M

ROW 1

ROW 2

ROW 3

ROW 4

ROW 5

ROW 6

ROW 7

ROW 8

ROW 9

ROW 10

ROW 11

ROW 12

ROW 13

BOTTOM (CENTERLINE)

EXISTING CHANNEL

25’ BOTTOM WIDTHSECTION TO THE DESIGN SECTION

100’ LONG TRANSITION FROM EXISTING

SECTION TO THE EXISTING SECTION

100’ LONG TRANSITION FROM DESIGN

Y = 13311977.780

X = 2512765.997

SET IRON ROD

BL STA. 1803+71.68

D19-156 2014 Y = 13312707.593

X = 2513069.231

SET IRON ROD

BL STA. 1811+61.99

D19-157 2014

3. NO WORK WITHIN 50’ OF STATE RT. MM OR CO. RD. 692

TO THE EXISTING CROSS SECTION.

OF FULL CROSS SECTION FROM THE DESIGN CROSS SECTION

CLEANOUT (B/L STA. 1819+09). ENSURE SMOOTH TRANSITION

SECTION TO THE EXISTING SECTION AT THE END OF THE

2. 100’ LONG CROSS SECTION TRANSITION FROM THE DESIGN

TO THE DESIGN CROSS SECTION.

CROSS SECTION FROM THE EXISTING CROSS SECTION

TO THE DESIGN SECTION. ENSURE SMOOTH TRANSITION OF FULL

SECTION, AT THE BEGINNING OF THE CLEANOUT (B/L STA. 1790+11),

1. 100’ LONG CROSS SECTION TRANSITION FROM THE EXISTING

NOTES:

Z = 296.65

Y = 13310607.012

X = 2512176.771

RECOVERED TYPE F MONUMENT

BL STA. 1788+79.64

D19-155 = JMA14005-24

Z = 294.85

Y = 13313448.121

X = 2513383.762

RECOVERED TYPE F MONUMENT

BL STA. 1819+66.54

D19-158 = JMA14005-25

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®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

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

/2 e e t_ s e e d .d

R O

B /L

R O

B /L

EXISTING GROUND

DESIGN GRADE

M A

40' BERM

FOR EME PLACEMENT

LIMITED CLEARING

CHANNEL CLEANOUT, CLEARING AND SNAGGING

FOR EME PLACEMENT

LIMITED CLEARING

CHANNEL CLEANOUT, CLEARING AND SNAGGING

TYPICAL SECTIONS

EMBANKMENT (EME)

EXCAVATED MATERIAL

EMBANKMENT (EME)

EXCAVATED MATERIAL

RIGHT TOP BANK

POST-EXCAVATION

RIGHT TOP BANK

POST-EXCAVATION

VARIES

SEE CROSS SECTION NOTES

VARIES

EXISTING GROUND

DESIGN GRADE

B /L

25'

40' BERM

EMBANKMENT (EME)

EXCAVATED MATERIAL

FOR EME PLACEMENT

LIMITED CLEARING

B/L STA. 1317+89 TO B/L STA. 1366+87 (10' MAX. EME)

B/L STA. 1097+33 TO B/L STA. 1286+61 AND

CHANNEL CLEANOUT, CLEARING AND SNAGGING - AREA#1

B/L STA. 1286+61 TO B/L STA. 1317+89 (12' MAX. EME)

CHANNEL CLEANOUT, CLEARING AND SNAGGING - AREA #1

B/L STA. 1790+11 TO B/L STA. 1819+09 (2' MAX. EME)

CHANNEL CLEANOUT, CLEARING AND SNAGGING - AREA #2

/2 e e t_ s e e d .d

C-300C-300

N .T .S

T Y

A L S

E C

N S

N .T .S

T Y

A L S

E C

N S

CHANNEL CLEANOUT, CLEARING AND SNAGGING

R O

3H:1V

M A

TOWARD THE CHANNEL

10' MIN. SLOPED

TOWARD THE CHANNEL

10' MIN. SLOPED

CLEARING RESTRICTIONS.

7. SEE SPECIFICATION SECTION 31 11 00.00 11 PARAGRAPH 3.2, FOR

6. EXCAVATION SHALL NOT DAMAGE EXISTING CULVERTS ON EITHER BANK.

SECTIONS.

GROUND IN ORDER TO AVOID EXCAVATION IN BERM AREA. SEE CROSS

5. POST-EXCAVATION RIGHT TOP BANK MAY EXTEND BEYOND EXISTING

LOCATIONS AS INSTRUCTED BY THE CONTRACTING OFFICER.

ON THE PLAN AND PROFILE SHEETS. DRIFT/HAUL MATERIAL AT THE SPECIFIED

4. THREE AREAS WITH ROW LIMITATIONS FOR SPOILING MATERIAL ARE NOTED

TOWARDS THE CHANNEL.

GREATER THAN +/- 1.0%. MAINTAIN A SMOOTH CROWN, SLOPED TO DRAIN

3. THE EME CROWN SHALL NOT EXCEED A LONGITUDINAL SLOPE OF

PLACE MATERIAL SUCH THAT RAINWATER DOES NOT POND ON TOP OF BANK.

2. DO NOT BLOCK EXISTING DRAINAGE WITH EXCAVATED MATERIAL.

IT WILL NOT SLIDE OR FLOW OUTSIDE OF ROW OR INTO CHANNEL.

1. CONTRACTOR SHALL PLACE EXCAVATED MATERIAL SUCH THAT

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

R O

EL. 260.84

OFF. -113.96

EL. 277.97

OFF. -1.87

EL. 277.16

OFF. -8.30

EXCAVATED AREA: 192.4 SF

EXCAVATED AREA: 239.3 SF

EXCAVATED AREA: 230.6 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1097+33 / CENTERLINE STA. 1093+20

BASELINE STA. 1105+94 / CENTERLINE STA. 1101+64

BASELINE STA. 1115+61 / CENTERLINE STA. 1111+60

BASELINE STA. 1125+62 / CENTERLINE STA. 1121+60

EL. 275.99

OFF. -58.70

EL. 261.06

OFF. -60.73

EL. 261.29

OFF. -65.07

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-301

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

NOTE: BEGIN CHANNEL CLEANOUT

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

R O

EXCAVATED AREA: 241.6 SF

EXCAVATED AREA: 284.1 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1135+69 / CENTERLINE STA. 1131+61

BASELINE STA. 1144+82 / CENTERLINE STA. 1141+18

BASELINE STA. 1150+00 / CENTERLINE STA. 1146+36

BASELINE STA. 1151+36 / CENTERLINE STA. 1147+71

EL. 278.17

OFF. -20.48

EL. 261.51

OFF. -78.61

EL. 278.42

OFF. -36.13

EL. 261.72

OFF. -94.53

BOTTOM EL. 261.84

OFF. -111.32

BOTTOM EL. 261.87

OFF. -111.29

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-302

DESIGN GRADE

EXISTING GROUND

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

NOTE: NO WORK ZONE

NO WORK ZONE

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

EL. 281.75

OFF. 4.40

EL. 281.76

OFF. -1.98

EL. 279.32

OFF. 1.90

EXCAVATED AREA: 324.2 SF

EXCAVATED AREA: 331.0 SF

EXCAVATED AREA: 283.1 SF

EXCAVATED AREA: 366.4 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1158+68 / CENTERLINE STA. 1155+05

BASELINE STA. 1168+66 / CENTERLINE STA. 1165+02

BASELINE STA. 1178+66 / CENTERLINE STA. 1175+03

BASELINE STA. 1188+68 / CENTERLINE STA. 1185+05

EL. 278.99

OFF. -29.35

EL. 262.03

OFF. -88.28

EL. 262.24

OFF. -57.29

EL. 262.46

OFF. -65.63

EL. 262.67

OFF. -58.80

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-303

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

EL. 282.41

OFF. 9.88

EL. 283.94

OFF. 6.01

EL. 283.68

OFF. 3.77

EXCAVATED AREA: 396.3 SF

EXCAVATED AREA: 372.3 SF

EXCAVATED AREA: 412.6 SF

EXCAVATED AREA: 254.0 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1198+67 / CENTERLINE STA. 1195+04

BASELINE STA. 1208+80 / CENTERLINE STA. 1204+96

BASELINE STA. 1218+85 / CENTERLINE STA. 1214+97

BASELINE STA. 1228+85 / CENTERLINE STA. 1224+98

EL. 262.88

OFF. -62.91

EL. 263.11

OFF. -62.68

EL. 263.47

OFF. -53.00

EL. 284.35

OFF. -16.58

EL. 263.83

OFF. -82.62

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-304

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

EL. 284.95

OFF. -7.49

EL. 283.50

OFF. -5.63

EL. 283.59

OFF. 2.54

EXCAVATED AREA: 365.6 SF

EXCAVATED AREA: 350.5 SF

EXCAVATED AREA: 360.6 SF

EXCAVATED AREA: 396.9 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1238+83 / CENTERLINE STA.1234+95

BASELINE STA. 1248+01 / CENTERLINE STA. 1244+14

BASELINE STA. 1258+01 / CENTERLINE STA. 1254+13

BASELINE STA. 1267+99 / CENTERLINE STA. 1264+11

EL. 284.74

OFF. -24.02

EL. 264.19

OFF. -90.11

EL. 264.52

OFF. -73.36

EL. 264.88

OFF. -67.86

EL. 265.24

OFF. -59.17

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-305

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

W R

O W

R O

B /L

R O

EL. 283.23

OFF. -7.52

EL. 285.03

OFF. -5.95

EXCAVATED AREA: 316.6 SF

EXCAVATED AREA: 379.8 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1278+01 / CENTERLINE STA. 1274+13

BASELINE STA. 1286+61 / CENTERLINE STA. 1282+93

BASELINE STA. 1288+44 / CENTERLINE STA. 1284+60

BASELINE STA. 1297+97 / CENTERLINE STA. 1294+09

EL. 265.60

OFF. -67.79

EL. 266.32

OFF. -68.37

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-306

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

AS NEEDED, TO ENSURE SMOOTH TRANSITION. SEE PROFILE.

NOTE: BOTTOM WIDTH AND SIDE SLOPES SHALL VARY,

AS NEEDED, TO ENSURE SMOOTH TRANSITION. SEE PROFILE.

NOTE: BOTTOM WIDTH AND SIDE SLOPES SHALL VARY,

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

0-100-200-300-350 100 200 250

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

EL. 288.55

OFF. -3.59

EL. 280.36

OFF. -125.84

EL. 267.05

OFF. -177.36

EL. 266.69

OFF. -135.75

EXCAVATED AREA: 422.8 SF

EXCAVATED AREA: 348.4 SF

EXCAVATED AREA: 362.8 SF

EXCAVATED AREA: 234.9 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1308+02 / CENTERLINE STA. 1304+08

BASELINE STA. 1326+95 / CENTERLINE STA. 1322+86

BASELINE STA. 1336+95 / CENTERLINE STA. 1332+86

BASELINE STA. 1317+89 / CENTERLINE STA. 1313+91

EL. 285.76

OFF. -72.60

EL. 283.93

OFF. -23.01

EL. 267.38

OFF. -81.07

EL. 267.79

OFF. -67.62

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-307

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N E C

A L L

A H

A N P .E

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

E L E

V A

R O

B /L

R O

EXCAVATED AREA: 235.6 SF

EXCAVATED AREA: 227.3 SF

EXCAVATED AREA: 228.9 SF

0-100-200-300-350 100 200 250

BASELINE STA. 1346+96 / CENTERLINE STA. 1342+87

BASELINE STA. 1356+95 / CENTERLINE STA. 1352+86

BASELINE STA. 1362+88 / CENTERLINE STA. 1358+78

BASELINE STA. 1366+87 / CENTERLINE STA. 1362+84

EL. 284.75

OFF. -12.14

EL. 268.23

OFF. -67.67

EL. 287.79

OFF. -13.20

EL. 268.65

OFF. -73.20

EL. 289.09

OFF. -18.00

EL. 268.90

OFF. -81.10

HORIZONTAL:

60’

SCALE:1"=30’

0 30’

30’

SCALE:1"=15’

0 15’

VERTICAL:

/2 e e t_ s e e d .d

C-308

EXISTING GROUND

DESIGN GRADE

FACING DOWNSTREAM.

4. CROSS SECTIONS ARE VIEWED

STA. 1366+87.

45’ FROM B/L STA. 1333+98 TO B/L

CHANNEL BOTTOM WIDTH SHALL BE

TRANSITION TO A 45’ BOTTOM WIDTH.

STA. 1332+98, FOLLOWED BY A 100’ LONG

BE 50’ FROM B/L STA. 1097+33 TO B/L

3. CHANNEL BOTTOM WIDTH SHALL

SHALL BE 2H:1V.

2. ALL CHANNEL SIDE SLOPES

CENTERLINE.

PERPENDICULAR TO CHANNEL

1. CROSS SECTIONS TAKEN

NOTES:

C R

O S

S S

E C

N S A

R E

NOTE: END CHANNEL CLEANOUT

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Sheet

P A

S M

B C

M E

M P

T R

M E

M P

E N

N E

S S

E E

S T F

R A

N C

E R B

A S

T E

N A

N C

E D

E R

K M

B R

A S

H E

R P .E

C H

H A

N N

E L C

L E

A N

O U

D U

N K

O U

N T

S O

U R I

C L E

A R

G A

N D S

N A

G G

D R

A G

E D

T R

F D

U N

K L

O M

D S

H A

N…

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