Drawing-Plans.pdf

PDF 12 MB Posted Apr 16, 2020

Attached to: Ditch 251 Lower Channel Cleanout Federal contract opportunity
Solicitation number: W912EQ20B0004
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for channel cleanout and maintenance services along Ditch 251 in Dunklin and Pemiscot Counties, Missouri. The work consists of clearing and snagging, top bank shaping, channel excavation, disposal of excavated materials, seeding, and mulching across multiple phases totaling over 1,100 station points. The base contract covers station points 2+13 to 341+71 for clearing/snagging and cleanout, with options to extend similar services up to station 1129+63. The solicitation is set aside for Service-Disabled Veteran Owned Small Businesses with average annual sales under $36.5 million. Offerors must register in the System for Award Management and utilize the applicable NAICS code 237990. The estimated value ranges from $5-10 million. Interested parties should contact the specified individual at the U.S. Army Corps of Engineers Memphis District by the response date for additional details.

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Other files attached to Ditch 251 Lower Channel Cleanout, newest first.
File	Type	Posted
Abstract of Bids.pdf	PDF	May 27, 2020
Amendment 2.pdf	PDF	May 20, 2020
Performance Specifications-Updated-W912EQ20B0004.pdf	PDF	May 20, 2020
Amendment 1.pdf	PDF	May 19, 2020
Performance Specifications-W912EQ20B0004.pdf	PDF	Apr 16, 2020
Solicitation-W912EQ20B0004..pdf	PDF	Apr 16, 2020

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US Army Corps of Engineers ®

MEMPHIS DISTRICT

2 3 4

ST. FRANCIS BASIN MAINTENANCE

5 6

DITCH 251 (UNIMPROVED) CHANNEL CLEANOUT

LITTLE RIVER DRAINAGE DISTRICT

DUNKLIN COUNTY, MO, & PEMISCOT COUNTY, MO

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COUNTY LINE -------·

STATE EiOUNDARY •11•11•11••

INTERSTATE HIGHWAY �

PROJECT LOCATION W%@

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0 25MI SOMI - -- -

SCALE:1"= 25 MILES

SOLICITATION NO.: WXXXXX-XX-X-XXXX

CONTRACT NO.: WXXXXX-XX-X-XXXX

ISSUE DATE: FEBRUARY 2020

SHEET

G-001

G-002

C-100 C-101 C-102 C-103 C-104 C-300 C-310 C-311 C-312 C-313 C-314 C-315 C-316 C-317 C-318 C-500

8 9 10

INDEX OF DRAWINGS

DESCRIPTION

COVER SHEET & VICINITY !YAP

PRO..ECT LOCATION !YAP, GENERAL NOTES, LEGEND, SYM3OLS & ABBREVIATIONS, AND

CONTROL POINT TABUI.ATIONS

OVERALL PLAN & COORDINATE TABLES

PLAN & PROFILE VIEWS CL STA2+13 TO STA280+00/BL STA2+13 TO STA281+53

PLAN & PROFILE VIEWS CLSTA280+00 TO 567+50/BL STA281+53 TO STA569+74

PLAN & PROFILE VIEWS CLSTA567+50 TO STA847+50/BL STA569+74 TO STA848+21

PLAN & PROFILE VIEWS CLSTA847+50 TO STA 1129+63/8L STA848+21 TO STA 1130+00

TYPICAL CROSS SECTIONS

CROSS SECTIONS CL STATIONS 8+68 TO 145+68/BL STATIONS 10+00 TO 147+24

CROSS SECTIONS CL STATIONS 169+70 TO 243+70/BL STATIONS 174+96 TO 244+97

CROSS SECTIONS CL STATIONS 292+71 TO 442+69/BL STATIONS 293+98 TO 444+04

CROSS SECTIONS CL STATIONS 458+84 TO 494+85/BL ST ATK>NS 459+ 7 4 TO 496+ 11

CROSS SECTIONS CL STATIONS 498+91 TO 586+96/BL STATIONS 499+71 TO 587+70

CROSS SECTIONS CL STATIONS 636+00 TO 783+18/BL STATIONS 636+70 TO 783+71

CROSS SECTIONS CL STATIONS 791+19 TO 889+25/BL STATIONS 791+68 TO 889+70

CROSS SECTIONS CL STATIONS 930+28 TO 1051+38/BL STATIONS 930+73 TO 1051+75

CROSS SECTIONS CL STATIONS 1077+38 TO 1119+39/BL STATIONS 10TT+75 TO 1119+76

TYPICAL EROSION CONTROL DETALS

THIS PROJECT WAS DESIGNED BY THE

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGIS

TRATION DESIGNA TIONS OF INDIVIDUALS

APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOY

MENT AS REQUIRED BY ER 1110-1 -8152.

SI GNATURES INDICATE OFFICIAL RECOM

MENDATION OF ALL DRA WINGS IN THIS SET

APPROVED BY:

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CHIEF ENGR&CONST DIVISION

ml US Army Corps of Engineers•

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FOR SOLICITATION

(1999)

P-8-6-99

(1953)

CARUTH

(1999)

P-8-4-99

9000N18

(1999)

Q-7-4-99

(SEE GENERAL NOTE #12)

HWY EE BRIDGE

ACCESS FROM

BL STA 2+13

CL STA 2+13/

LIMIT

DOWNSTREAM

BL STA 1130+00

CL STA 1129+63

LIMIT

UPSTREAM

(SEE GENERAL NOTE #12)

HWY 164 BRIDGE

ACCESS FROM

(SEE GENERAL NOTE #12)

HWY 412/HWY 84 BRIDGE

ACCESS FROM

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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C H

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D B

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A W

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A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

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X -X -X

X X

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DEERING D

C O

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G N

NOTED ON EACH SHEET

* UNLESS OTHERWISE

PROJECT LOCATION MAP

A E

O P

SCALE:1"=6250'

12500'6250'

C H

U N

P R

O V

E D

HORNERSVILLE

D U

N K

O U

N T

P E

C O

T C

O U

N T

KENNETT

BRAGG CITY

HWY 412/HWY 84

W E

S T D

C H

HWY 164

C H N

DITCH CENTERLINE

EXISTING GRADE

DESIGN GRADE

GENERAL CROSS-REFERENCING SYMBOLS

GENERAL LEGEND

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

A2 DETAIL/SECTION

SCALE:99/999

TOP FRONT SIDE

ELEVATION A1

SECTION

SCALE:

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/ A2

99/999

A1 A2 99/999

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

XXX

G-002

ABBREVIATIONS

SHEET ID

2 3 4 5 6 7 8 9 10

®of Engineers

US Army Corps

NAT NATURAL

NO NUMBER

NTS NOT TO SCALE

NST NO STEEPER THAN

OD OUTSIDE DIAMETER

OC ON CENTER

PP POLYPROPYLENE PIPE

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PI POINT OF INTERSECTION

PL or P/L PROPERTY LINE

POB POINT OF BEGINNING

POE POINT OF ENDING

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

QTY QUANTITY

R RADIUS

REQ'D REQUIRED

RTB RIGHT TOP BANK

RC REINFORCED CONCRETE PIPE

ROW or RW RIGHT OF WAY

SECT SECTION

SD STORM DRAIN

SPEC SPECIFICATIONS

SST STAINLESS STEEL

SHT SHEET

SQ FT SQUARE FEET

STA STATION

STD STANDARD

STL STEEL

TC TOP OF CONCRETE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UNGD UNDERGROUND

US UPSTREAM

VERT VERTICAL

VOL VOLUME

WM WATER MAIN

AGGR AGGREGATE

APPROX APPROXIMATE

ALT ALTERNATE

ALUM ALUMINUM

AVG AVERAGE

BOT BOTTOM

CB CATCH BASIN

CEM CEMENT

CL or C/L CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CPP CORRUGATED PLASTIC PIPE

CU YD CUBIC YARD

DAT DATUM

DET DETAIL

DIA DIAMETER

DS DOWNSTREAM

DWG DRAWING

EL or ELEV ELEVATION

EME EXCAVATED MATERIAL

EMBANKMENT

EQ EQUAL

EX or EXIST EXISTING

FES FLARED END SECTION

FL FLOW LINE

FT FEET

GALV GALVANIZED

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

INV INVERT

LONG LONGITUDE

L/W LANDWARD

LTB LEFT TOP BANK

MATL MATERIAL(S)

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

RIPRAP

SILT FENCE

CONTROL POINT

IRON ROD

VERTICAL CONTROL

ELECTRIC POLE

OVERHEAD POWER

FENCE

VEGETATION LIMITS

DITCH FLOWLINE

EXIST. CONTOUR MINOR

PROP. CONTOUR MINOR

EXIST. CONTOUR MAJOR

PROP. CONTOUR MAJOR

EXIST. STORM CULVERT

RIGHT OF WAY

BASELINE

LEVEE CENTERLINE

CUT SLOPE LINE

FILL SLOPE LINE

DITCH 251 (UNIMPROVED) CLEANOUT

PT #

DESCRIPTION

254.1813175779.04

13132509.17 256.78

P R

O J E

C T L

O C

A T

N M

A P

G E

N E

R A

L N

O T

E S

C O

N T

R O

L P

T T

A B

U L

A T

N S

L E

G E

N D S

Y M

B O

L S A

B B

R E

N S

A N

UNGD COMM LINE

CONSTRUCTION LIMIT

CONSTRUCTION EASEMENT

DITCH BOTTOM

DRAIN - STORM

PROPERTY LINE

WATER LINE

TELEPHONE LINE

NATURAL GAS PIPE

SANITARY WASTE LINE

RIPRAP - PLAN VIEW

SHEET PILE

ON SAME DRAWING

SECTION/DETAIL TITLE

ON SAME DRAWING

SECTION/DETAIL TITLE

VIEW SUBTITLE

EME MAXIMUM ELEVATION

2525558.47

2504310.55

2549017.14 13194180.60 258.74

(EASTING)

(NORTHING)

9000N18

(ELEVATION)

EAST-WEST.

AND 15.0 FEET SOUTH OF COUNTY ROAD 431 GOING

EAST OF COUNTY ROAD 431 GOING NORTH-SOUTH

ROAD 431 IN DUNKLIN COUNTY, MO. MARK IS 6.0 FEET

INTERSECTION OF COUNTY ROAD 442 AND COUNTY

25 IN KENNETT, MO. MARK IS ON SOUTHEAST SIDE OF

APPROXIMATELY 2.0 MILES EAST OF STATE HIGHWAY

(1953)

CARUTH

(1999)

Q-7-4-99

BELOW THE GROUND.

WITNESS POST. THE STATION IS RECESSED 11-CM

UTILITY POLE AND 0.5 M (1.6 FT) WEST FROM A

ROAD Y, 10.4 M (34.1 FT) NORTH-NORTHEAST FROM A

SOUTHEAST FROM THE CENTERLINE OF COUNTY

8-INCH SQUARE CONCRETE POST, 14.9 M (48.9 FT)

NORTHWEST FROM THE NORTHWEST CORNER OF AN

THE CENTER OF A GRAVELED ROAD, 17.1 M (56.1 FT)

STATION IS LOCATED 18.7 M (61.4 FT) NORTH FROM

AFTER COUNTY ROAD 6 TURNS TO THE NORTH. THE

1.21 KM (0.75 MI) TO THE STATION ON THE RIGHT, JUST

AND Y IN CARUTH, GO EAST ON COUNTY ROAD Y FOR

STATION FROM THE JUNCTION OF COUNTY ROADS P

314-888-9086 OR HOME 314-888-4781. TO REACH THE

188, KENNETT, MO 63857. PHONE IS BUSINESS

COMMISSIONER, COUNTY COURTHOUSE, P.O. BOX

OWNERSHIP--DUNKLIN COUNTY, J.C.SKAGGS, COUNTY

HORNERSVILLE AND 1.2 KM (0.75 MI) EAST OF CARUTH.

SOUTH OF KENNETT, 11.3 KM (7.00 MI) NORTHEAST OF

THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI)

TABULATION OF ON-SITE VERTICAL CONTROL POINTS

2524294.83 13149164.75 252.70

(1999)

P-8-4-99

POST, MARK IS SET 0.5-FT BELOW GROUND SURFACE.

NORTH OF P/POLE, 3-FT SOUTH OF ORANGE WITNESS

OF CURB, 47-FT SOUTH OF CL OF DITCH #28, 83-FT

21-FT WEST OF CL OF RD, 9.5-FT WEST OF SW END

MARK ON THE LEFT BANK OF DITCH #28. MARK IS

MILES TO HWY UU. GO WEST ON "UU" 2.9 MILES TO

HWY 84, 4 MILES TO HWY "NN". GO SOUTH ON "NN" 3.5

TO REACH MARK FROM KENNETT, MO, GO EAST ON

(1999)

P-8-6-99 2504069.39 13116520.70 254.18

SET 0.5 FEET BELOW GROUND SURFACE.

ORANGE WITNESS POST SET IN GUARD RAIL. MARK IS

TOP BANK OF DITCH, MARK IS 3.0 FEET NORTH OF

CURB, & 142 FEET SOUTH OF A POWER POLE ON LEFT

CURB, 53.5 FEET NORTH OF SOUTHEAST END OF

BEING NORTH 11.0 FEET FROM NORTHEAST END OF

MARK SET ON THE NORTH SIDE OF HWY 164, MARK

HWY 44 GO NORTH & EAST ON HWY 164, 4.2 MILES TO

TO REACH MARK FROM INTERSECTION OF HWY 164 &

OF ROAD SIGN.

ON EAST SIDE OF COUNTY ROAD 228, 29.3 FEET WEST

NORTH OF HWY 288, 105 FEET WEST OF POWER POLE

WEST OF THE CENTERLINE OF CR 228, 20 FEET

SURFACE, 3 FEET EAST OF WITNESS POST, 53 FEET

FEET TO STATION SET 0.6 FEET BELOW GROUND

ROAD 288, TURN WEST ON COUNTY ROAD 288 & GO 53

228, 800 FEET TO THE INTERSECTION OF COUNTY

OF COUNTY ROAD 228 & HWY "A", GO NORTH ON HWY

NORTH ON HWY "A" 2.0 MILES TO THE INTERSECTION

STREET, "K", @ HWY "A" AT BRAGG CITY, MO, GO

TO REACH POINT FROM THE INTERSECTION OF THIRD

YD YARD

XS CROSS SECTION

ALLOWABLE EME

24. CONSTRACTOR SHALL ENSURE FINAL GRADE BETWEEN EME & CHANNEL IS SLOPED TO DRAIN INTO CHANNEL.

23. DO NOT PLACE EXCAVATED MATERIAL WITHIN 10 FEET OF TREES NOT CLEARED.

IN PARAGRAPH 3.3.1 "SEMICOMPACTED FILL."

22. EXCAVATED MATERIAL SHALL BE PLACED AS DESCRIBED IN SPECIFICATION SECTION 31 24 00.00 12 "EMBANKMENT"

21. NO FILL SHALL BE PLACED IN DITCH BOTTOM.

SEDIMENT.

USE OF CONSTRUCTION EXITS, AS DETAILED ON SHEET C-500, IS REQUIRED TO ENSURE NO OFF-SITE TRACKING OF 20.

RIGHT-OF-WAY IS GRANTED FOR AREA WITHIN WORK LIMITS.

WORK LIMITS FOR THIS PROJECT ARE ENTIRELY WITHIN PROPERTY OWNED BY LITTLE RIVER DRAINAGE DISTRICT. 19.

WITHIN THE REACH OF THE SURVEY.

SHEETS C-100 AND C-102 FOR LOCATION OF MUSSEL SURVEY AND SHEET C-300 FOR TYPICAL CROSS SECTION DUE TO AN ONGOING MUSSEL SURVEY, CLEANOUT BETWEEN BL STA 285+80 AND STA 287+30 SHALL BE LIMITED. SEE 18.

NOVEMBER. SEE SHEETS C-100, C-102, AND C-103 FOR LOCATION OF EAGLE'S NESTS.

WITHIN A 660-FOOT BUFFER ZONES OF THE EAGLE'S NESTS SHALL BE COMPLETED BETWEEN 1 SEPTEMBER AND 30 PROTECTED AREAS WITHIN 50 FEET OF THE EAGLE'S NESTS SHALL REMAIN UNDISTURBED AT ALL TIMES. ALL WORK 17.

EARED BATS.

NO CLEARING SHALL BE PERFORMED BETWEEN 1 JUNE AND 31 JULY DUE TO THE PRESENCE OF NORTHERN LONG-16.

NO WORK SHALL BE PERFORMED WITHIN 50' UPSTREAM OR DOWNSTREAM OF BRIDGES AT ANY TIME.15.

LEFT AND RIGHT BANKS SHALL BE DEFINED AS VIEWED LOOKING DOWNSTREAM.14.

CONTRACTOR SHALL COORDINATE WITH MODOT.

ROADSIDE GUARDRAIL BARRIERS AT HIGHWAY 412/84 ARE REMOVABLE. FOR ADDITIONAL INFORMATION, 13.

BRIDGE TO THE SOUTH ON LEFT DESCENDING BANK.

DESCENDING BANK, AT HWY 412/HWY 84 BRIDGE TO THE NORTH AND SOUTH ON BOTH BANKS, AND AT HWY EE ACCESS TO PROJECT WORK LIMITS IS AVAILABLE AT HWY 164 BRIDGE TO THE NORTH AND SOUTH ON THE LEFT 12.

ALL WORK SHALL BE PERFORMED DOWNSTREAM TO UPSTREAM. 11.

PROJECT.

LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK ASSOCIATED WITH THIS CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ADHERENCE TO ALL FEDERAL, STATE, AND 10.

FEATURES.

UPON CONSTRUCTION COMPLETION AND PRIOR TO FINAL ACCEPTANCE, REMOVE ALL EROSION CONTROL 9.

PLACEMENT AND FUNCTION.

FIELD ADJUSTMENTS OF EROSION CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER 8.

STRAW OR MULCH INTO THE EXISTING GROUND IN ORDER TO MINIMIZE DAMAGE OR REMOVAL BY WIND OR WATER.

COMPLETION OR A TEMPORARY CEASE LONGER THAN 21 DAYS. CONTRACTOR MAY USE A ROLLER TO PRESS DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITH 14 DAYS OF EITHER CONSTRUCTION ACTIVITY MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH DENUDED OF VEGETATION 7.

CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR FENCES ARE TO BE DISTURBED.

DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM THE GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS OTHERWISE NOTED. ALL GATES AND FENCES 6.

DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO 5.

ON SHEETS MAY NOT REFLECT SITE CONDITIONS AT TIME OF CONSTRUCTION.

DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON 2018 SURVEY CSI1601201. EXISTING CONTOURS SHOWN 4.

OPERATIONS SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT HIS EXPENSE.

OTHERS. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF SERVICE OCCASIONED BY THE CONTRACTOR'S THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO THE CONTRACTOR'S EMPLOYEES OR NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE "CALL BEFORE YOU DIG" ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS BEFORE BEGINNING DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED AT THE SITE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND THOSE 3.

THE CONTRACTING OFFICER, PLANS OR SPECIFICATIONS.

DO NOT BLOCK OR REDIRECT EXISTING DRAINAGE WITH EXCAVATED MATERIAL UNLESS OTHERWISE DIRECTED BY 2.

COMBINED GRID FACTOR; COMBINED GRID FACTOR = 1.000483.

U.S. SURVEY FEET. STATIONING IS BASED ON GROUND DISTANCE, WHERE GRID DISTANCE = GROUND DISTANCE X SOLUTION BASED PRIMARILY ON STATIONS MOHT AND MOKE. VERTICAL DATA WAS COMPUTED USING N.A.V.D. 88 IN HORIZONTAL DATA WAS COMPUTED USING NAD83 AND UTM ZONE 15N IN U.S. SURVEY FEET, USING A CORS 1.

:GENERAL NOTES

LAT LATITUDE

LDB LEFT DESCENDING BANK

RDB RIGHT DESCENDING BANK

WL WORK LIMIT

MUSSEL SURVEY

S E

E P

R O

E S

H E

E T C -1

S E

E P

R O

E S

H E

E T C -1

S E

E P

R O

E S

H E

E T C -1

S E

E P

R O

E S

H E

E T C -1

B A S

E C

O N

T R

A C

O P

N S

O P

N S

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

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E D

C H

A N

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L C

L E

A N

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R A

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A S

T E

N A

B R

U A

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X S C

L S

8+68

XS CL STA 96+68

XS CL STA 1028+37

XS CL STA 1051+38

XS CL STA 1077+38

XS CL STA 1119+39

CL STA 900+00

CL STA 800+00

CL STA 700+00

CL STA 600+00

CL STA 500+00

CL STA 400+00

CL STA 300+00

CL STA 200+00

CL STA 100+00XS CL STA 47+68

XS CL STA 145+68

XS CL STA 169+70

XS CL STA 174+05

XS CL STA 194+70

XS CL STA 243+70

XS CL STA 292+71

XS CL STA 341+71

XS CL STA 390+68

XS CL STA 442+69

XS CL STA 458+84

XS CL STA 470+87

XS CL STA 482+80

XS CL STA 494+85

XS CL STA 498+91

XS CL STA 537+95

XS CL STA 548+34

XS CL STA 586+96

XS CL STA 636+00

XS CL STA 685+06

XS CL STA 734+14

XS CL STA 783+18

XS CL STA 791+19

XS CL STA 832+19

XS CL STA 886+24

XS CL STA 889+25

XS CL STA 930+28

XS CL STA 979+40

CL STA 1100+00

CL STA 1000+00

EAGLE'S NEST

HORNERSVILLE

HWY 412/HWY 84

KENNETT

D U

N K

O U

N T

P E

C O

T C

O U

N T

HWY 164

BRAGG CITY

C O

C -1

G N

C-100

O V

E R

A L L P

L A

N C

O O

R D

A T

E T

A B

L E

A1 A6

OVERALL PLAN

SCALE: 1" = 6000' 0 12000'6000'

COORDINATE TABLES

SCALE: N/A

CL STA. 2+13

B L S

T A

O S

T A

C L S

T A

O S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

CL STA 170+67

EL 303.56

LOW WIRE

CL STA 174+05

EL 275.66

LOW WIRE

CL STA 174+05

EL 275.66

LOW WIRE

CL STA 170+67

EL 303.56

LOW WIRE

BOTTOM

EXISTING CHANNEL

(TYP BOTH SIDES OF BRIDGE)

MAINTAIN LOW ELEVATION FOR DRAINAGE

(BRIDGE NOT TO SCALE)

CL STA 171+44 TO STA 172+90

NO WORK WITHIN 50' OF HWY 164 BRIDGE

EME MAX EL. 254.8

XS CL STA 47+68

BASELINE

BOTTOM

DESIGN CHANNEL

SURVEY

MUSSEL

EXISTING EL. 229.7

CL STA 2+13

DESIGN EL. 227.6

XS CL STA 8+68

DESIGN EL. 228.2

XS CL STA 47+68 DESIGN EL. 229.8

XS CL STA 145+68

DESIGN EL. 231.8

CL STA 280+00

DESIGN EL. 231.3

XS CL STA 243+70

DESIGN EL. 230.5

XS CL STA 194+70DESIGN EL. 230.2

CL STA 174+90

DESIGN EL. 230.1

CL STA 169+44

EXISTING EL. 231.0

CL STA 171+44 EXISTING EL. 231.1

CL STA 172+90

BL STA 172+70 TO STA 174+16

CL STA 171+44 TO STA 172+90

NO WORK WITHIN 50' OF BRIDGE

EXISTING TO FINAL GRADE

NST 10H:1V TRANSITION FROM

DESIGN EL. 231.0

CL STA 213+47

(TYP. BOTH SIDES OF BRIDGE)

GRADE TO THE EXISTING CHANNEL GRADE

200' TRANSITION FROM THE DESIGN CHANNEL

DESIGN EL. 229.0

XS CL STA 96+68

GRADE TO THE DESIGN CHANNEL GRADE

200' TRANSITION FROM THE EXISTING CHANNEL

EME MAX EL. 253.0

XS CL STA 8+68

(BOTH SIDES OF BRIDGE)

EXISTING GRADE

NST 10H:1V TRANSITION TO

EME MAX EL. 258.0

CL STA 280+00

EME MAX EL. 258.8

XS CL STA 243+70

EME MAX EL. 257.3

CL STA 213+47

EME MAX EL. 256.4

XS CL STA 194+70EME MAX EL. 257.5

XS CL STA 145+68

EME MAX EL. 255.4

XS CL STA 96+68

ELEVATION

EME MAXIMUM

EME GRADE

EXISTING

LTB GRADE

BASE CONTRACT: CLEARING RDB WL TO LTB, SNAGGING, & CHANNEL CLEANOUT BASE CONTRACT: CLEARING RTB TO LDB WL, SNAGGING, & CHANNEL CLEANOUT

CENTERLINE

DESIGN EL. 227.5

XS CL STA 4+13

EME MAX EL. 256.7

XS CL STA 168+97 EME MAX EL. 258.8

XS CL STA 175+04

EXISTING EL. 252.7

CL STA 2+66

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

B L S

T A

X S C

L S

T A

L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

FLOW

M A

T C

H L

L S

T A

N O

R T

H P

L A

C-101

H W

DITCH 259

10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 110+00 120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00 210+00 220+00 230+00

S E

E C -1

C L S

T A

M A

T C

H L

C O

C -1

G N

C L S

T A

D O

W N

S T

R E

A M L

E L

K C

H U

T E

240+00 250+00 260+00 270+00

280280

SCALE: 1"=1000'

SCALE: HORIZONTAL:1"=1000' VERTICAL 1"=10'

0 2000'1000'

0 2000'1000' 10' 20'0

DITCH 1

DITCH 81

DITCH 66

DITCH 251

(UNIMPROVED)

HORIZONTAL VERTICAL

B L S

T A . 1

B L S

T A . 2

B L S

T A

C L S

T A

D O

W N

S T

R E

A M L

S E

E C -1

B L S

T A

SEE TYPICAL SECTION F1 SHEET C-300

BASE CONTRACT: CLEARING, SNAGGING, & CHANNEL CLEANOUT

BL STA 0+00 TO STA 172+70

CL STA 2+13 TO STA 171+44

SEE TYPICAL SECTION F1 SHEET C-300

BASE CONTRACT: CLEARING, SNAGGING, & CHANNEL CLEANOUT

BL STA 174+16 TO STA 218+53

CL STA 172+90 TO STA 280+00

PROFILE CL STA 2+13 TO STA 280+00/BL STA 2+13 TO STA 281+53

B L S

T A

O S

T A

C L S

T A

O S

T A

P L

A N P

R O

E V

W S

BL STA 215+00 TO STA 218+53

CL STA 213+47 TO STA 280+00

BL STA 174+16 TO STA 215+00

CL STA 172+90 TO STA 213+47

BL STA 2+13 TO STA 172+70

CL STA 2+13 TO STA 171+44

PLAN CL STA 2+13 TO STA 280+00/BL STA 2+13 TO STA 281+53

280+00

SNAGGING, & CHANNEL CLEANOUT

BASE CONTRACT: CLEARING RDB WL TO LDB WL,

CL STA 790+93

EL 269.95

LOW WIRE

LINE (AT&T)

UNDERGROUND TELEPHONE

EME MAX EL. 266.4

CL STA 567+50

EME MAX EL. 270.7

CL STA 847+50

BOTTOM

EXISTING CHANNEL

(TYP BOTH SIDES OF BRIDGE)

MAINTAIN LOW ELEVATION FOR DRAINAGE

BASELINE

CL STA 775+00

(AT&T)

UG TELEPHONE LINE

CL STA 790+93

EL 269.95

LOW WIRE

OR WITHIN 660' OF TREE FROM DECEMBER 1 TO AUGUST 31

DO NOT DISTURB AREA WITHIN 50' OF TREE AT ANY TIME

36.24274°N, 89.97385°W

PROTECTED AREA FOR EAGLE'S NEST:

DESIGN EL. 236.4

CL STA 567+50

EME MAX EL. 269.9

XS CL STA 791+19

EME MAX EL. 266.7

XS CL STA 586+96

ELEVATION

EXISTING EME

EME MAX EL. 267.4

XS CL STA 636+00 EME MAX EL. 270.5

XS CL STA 832+19

DESIGN EL. 240.7

CL STA 847+50

DESIGN EL. 240.5

XS CL STA 832+19DESIGN EL. 239.9

XS CL STA 791+19

DESIGN EL. 239.0

XS CL STA 734+14

DESIGN EL. 238.2

XS CL STA 685+06

DESIGN EL. 237.4

XS CL STA 636+00

DESIGN EL. 236.7

XS CL STA 586+96

BL STA 787+19 TO STA 789+42

CL STA 786+27 TO STA 788+53

NO WORK WITHIN 50' OF BRIDGE

EME MAX EL. 268.2

XS CL STA 685+06

(BRIDGE NOT TO SCALE)

CL STA 786+27 TO STA 788+53

NO WORK WITHIN 50' OF HWY 412/84 BRIDGE

EME MAX EL. 269.0

XS CL STA 734+14

(TYP. BOTH SIDES OF BRIDGE)

GRADE TO THE EXISTING CHANNEL GRADE

200' TRANSITION FROM THE DESIGN CHANNEL

LTB GRADE

(TYP. BOTH SIDES OF BRIDGE)

EXISTING GRADE

NST 10H:1V TRANSITION TO

EME MAX EL. 269.7

XS CL STA 783+18

CENTERLINE

DESIGN EL. 239.7

XS CL STA 783+18

EME MAX EL. 269.8

CL STA 784+52

DESIGN EL. 239.7

CL STA 784+27

DESIGN EL. 239.8

CL STA 790+53

DESIGN EL. 240.3

CL STA 788+53

DESIGN EL. 240.2

CL STA 786+27

EME MAX EL. 269.8

CL STA 789+82

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

M A

T C

H L

T A

M A

T C

H L

T A

N O

R T

H P

L A

FLOW

C-103

DITCH 259

570+00 580+00 590+00 600+00 610+00 620+00 630+00 640+00 650+00 660+00 670+00 680+00 690+00 700+00 710+00 720+00 730+00 740+00 750+00 760+00 770+00 780+00 790+00 800+00 810+00

S E

E C -1

C L S

T A

M A

T C

H L

C O

C -1

G N

C L S

T A

M A

T C

H L

S E

E C -1

820+00 830+00 840+00

TCH

H W

/ H

W Y

0 2000'1000'

10' 20'00 2000'1000'

SCALE: 1"=1000'

SCALE: HORIZONTAL:1"=1000' VERTICAL 1"=10'

CL 808+26 CL 821+23

DITCH 81

DITCH 1

DITCH 66

DITCH 251 (UNIMPROVED)

PLAN CL STA 567+50 TO STA 847+50/BL STA 569+74 TO STA 848+21

PROFILE CL STA 567+50 TO STA 847+50/BL STA 569+74 TO STA 848+21

BL STA 569+74 TO STA 787+19

CL STA 567+50 TO STA 786+27

EAGLE'S NEST

AREA FOR

PROTECTED

TO STA 821+23

CL STA 808+26

TO STA 821+23

BL STA 808+26

BL STA 789+42 TO STA 848+21

CL STA 788+53 TO STA 847+50

S E

E C -1

B L S

T A

S E

E C -1

B L S

T A

BL STA 569+74 TO STA 787+19

CL STA 567+50 TO STA 786+27

EAGLE'S NEST

AREA FOR

PROTECTED

BL STA 789+42 TO STA 848+21

CL STA 788+53 TO STA 847+50

B L S

T A

B L S

T A

B L S

T A

B L S

T A

O S

T A

C L S

T A

O S

T A

P L

A N P

R O

E V

VERTICALHORIZONTAL

SEE TYPICAL SECTION F1 SHEET C-300

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING & SNAGGING

SEE TYPICAL SECTION F1 SHEET C-300

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING & SNAGGING

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING RTB TO LTB & SNAGGING

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING RDB WL TO LTB & SNAGGING

BOTTOM

EXISTING CHANNEL

EME MAX EL. 270.7

CL STA 847+50

ELEVATION

EXISTING EME

DITCH 258

BASELINE

DESIGN EL. 240.7

CL STA 847+50

DESIGN EL. 241.3

XS CL 886+24

BERM MAX EL. 241.4

XS CL STA 889+25

BERM MAX EL. 242.0

XS CL STA 930+28

BERM MAX EL. 242.8

XS CL STA 979+40

BERM MAX EL. 243.6

XS CL STA 1028+37

BERM MAX EL. 243.9

XS CL STA 1051+38

BERM MAX EL. 244.3

XS CL STA 1077+38

BERM MAX EL. 245.0

XS CL STA 1119+39

EME MAX EL. 272.0

XS CL STA 930+28 EME MAX EL. 272.8

XS CL STA 979+40 EME MAX EL. 273.6

XS CL STA 1028+37

EME MAX EL. 273.9

XS CL STA 1051+38

EME MAX EL. 274.3

XS CL STA 1077+38

EME MAX EL. 275.0

XS CL STA 1119+39

GRADE TO THE EXISTING CHANNEL GRADE

200' TRANSITION FROM THE DESIGN CHANNEL

CL STA 886+75 TO STA 888+04/BL STA 887+25 TO STA 888+50

SEE TYPICAL SECTION A1 SHEET C-300

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING & SNAGGING

FINAL TO EXISTING GRADE

NST 10H:1V TRANSITION FROM

INCOMING DITCH)

(TYP BOTH SIDES OF

EXISTING GRADE

NST 10H:1V TRANSITION TO

LTB GRADE

DESIGN CHANNEL BOTTOM

EME MAX ELEV. 30-FT ABOVE

CENTERLINE

EME MAX EL. 271.4

XS CL STA 885+64

EME MAX EL. 271.5

XS CL STA 890+49

EME MAX EL. 275.2

XS CL STA 1129+34

BERM MAX EL. 245.1

XS CL STA 1128+00

BERM MAX EL. 246.3

XS CL STA 1129+63

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

C L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

B L S

T A

X S C

L S

T A

M A

T C

H L

T A

N O

R T

H P

L A

FLOW

C-104

DITCH 81

DITCH 1

DITCH 66

DITCH 251 (UNIMPROVED)

DITCH 259

850+00 860+00 870+00 880+00 890+00 900+00 910+00 920+00 930+00 940+00 950+00 960+00 970+00 980+00 990+00

C O

C -1

G N

DITCH 258

C L S

T A

U P

S T

R E

A M L

DUNKLI

PEM

COT

C L S

T A

U P

S T

R E

A M L

C L S

T A

M A

T C

H L

S E

E C -1

1000+00 1010+00 1020+00 1030+00 1040+00 1050+00 1060+00 1070+00 1080+00 1090+00 1100+00 1110+00 1120+00

A1 10' 20'0

0 2000'1000'

PLAN CL STA 847+50 TO 1126+78

SCALE: 1"=1000'

PROFILE CL STA 847+50 TO 1126+78

SCALE: HORIZONTAL: 1"=1000' VERTICAL: 1"=10'

B L S

T A

O S

T A

C L S

T A

O S

T A

P L

A N P

R O

E V

HORIZONTAL VERTICAL

B L S

T A

B L S

T A

B L S

T A

BL STA 848+21 TO STA 887+25

CL STA 847+50 TO STA 886+75

BL STA 888+50 TO STA 1041+45

CL STA 888+04 TO STA 1041+00

S E

E C -1

B L S

T A

B L S

T A

BL STA 848+21 TO STA 887+25

CL STA 847+50 TO STA 886+75

BL STA 887+25 TO STA 1041+45

CL STA 886+75 TO STA 1041+00

SEE TYPICAL SECTION F1 SHEET C-300

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING & SNAGGING

SEE TYPICAL SECTION F1 SHEET C-300

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEARING & SNAGGING

SEE TYPICAL SECTION F1 SHEET C-300

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEARING & SNAGGING

BL STA 1041+45 + STA 1130+00

CL STA 1041+00 TO STA 1129+63

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEARING RTB TO LTB & SNAGGING

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEARING RTB TO LDB WL & SNAGGING

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEARING RDB WL TO LDB WL & SNAGGING

BL STA 1041+45 TO STA 1130+00

CL STA 1041+00 TO STA 1129+63

20'10'

(BOTH SIDES OF EME)

GRADE AT NST 2H:1V SLOPE

TIE-IN TO EXISTING

30'30'

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

50' BERM

CLEAR

CLEAR, SNAG, & CHANNEL CLEANOUT RTB TO LTBLTB RTB LIMIT

WORK

E L E

V A

N (MIN 1%)

SLOPE TO DRAIN

LIMIT

WORK

NST 2H:1V SLOPE

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

LIMIT

WORK

(MIN 1%)

OPTION 2: SLOPE TO DRAIN

LTB LIMIT

WORK

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG WITHIN CHANNEL

E L E

V A

NST 2H:1V SLOPE

OPTION 2:

(UNIMPROVED)

DITCH 251

RTB

WORK LIMIT

OPTION 4 CHANNEL CLEANOUT

OPTION 3 CLEAR & SNAG WITHIN CHANNEL

E L E

V A

(UNIMPROVED)

DITCH 251

LIMIT

WORK

OTH

DES

O F E

ME)

NST 2

1V S

LOPE

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

RTB

DITCH 258

DITCH 259/

OPTION 2 & OPTION 4: CHANNEL CLEANOUT

OPTION 1 & OPTION 3: CLEAR & SNAG RTB TO LTB

BASE CONTRACT: CLEAR & SNAG RTB TO LTB & CHANNEL CLEANOUT

LIMIT

WORK

20' WIDE

RTBLTB

CHANNEL BOTTOM, UNO

MAX ELEV. 30' ABOVE DESIGN

(MIN 1%)

SLOPE CAP TO DRAIN

INDICATED (SEE NOTE 2)

CLEAR TO WORK LIMIT WHERE

(SEE NOTE 3)

WHERE INDICATED

CLEAR 50' BERM

T Y

A L C

R O

S S S

E C

C O

C -3

G N

C-300A1

SCALE: N/A

E L E

V A

NEW EME

BEGIN

NEW EME

BEGIN

NEW EME

BEGIN

20' WIDE

TYPICAL SECTION - MUSSEL SURVEY (CL STA 284+25 TO STA 285+75/BL STA 285+78 TO STA 287+24)

TYPICAL SECTION - SLUICEWAY (CL STA 547+72 TO STA 548+49/BL STA 548+57 TO STA 549+24)

TYPICAL SECTION - DITCH 258 CONFLUENCE (CL STA 886+75 TO STA 888+04/BL STA 887+25 TO STA 888+50)

TYPICAL SECTION

SCALE: N/A

PRICE FOR CHANNEL EXCAVATION.

OPERATIONS SHALL BE INCLUDED IN THE UNIT

ASSOCIATED WITH TEMPORARY BENCHING

CENTERLINE DESIGN ELEVATION. ALL COSTS

AN ELEVATION NO HIGHER THAN 25-FT ABOVE

GRADE (NO STEEPER THAN 10% SLOPE) AND AT

THE CHANNEL WITH NO ABRUPT CHANGES IN

ARE UTILIZED SHALL BE GRADED TO DRAIN TO

WORK, AREAS WHERE TEMPORARY BENCHES

LATEST EDITION. UPON COMPLETION OF THE

PERFORMED IN ACCORDANCE WITH EM 385-1-1,

BENCHING AND EXCAVATION WORK SHALL BE

COMPLETE REQUIRED EXCAVATION. ALL

4. CUT TEMPORARY BENCHES AS NECESSARY TO

STA 1041+45 TO STA 1130+00

OPTION 3: CL STA 1041+00 TO STA 1129+63/BL

342+97 TO STA 787+19

OPTION 1: CL STA 341+71 TO STA 786+27/BL STA

341+71/BL STA 174+16 TO STA 342+97

BASE CONTRACT: CL STA 172+90 TO STA

PROFILE SHEETS:

STATION RANGES AS INDICATED BELOW AND ON

3. CLEAR 50' BERM FROM RTB TO WORK LIMIT AT

887+25 TO STA 1130+00

OPTION 3: CL STA 886+75 TO STA 1129+63/BL STA

OPTION 1: NONE

STA 2+13 TO STA 215+00

BASE CONTRACT: CL STA 2+13 TO STA 231+47/BL

SHEETS:

RANGES AS INDICATED BELOW AND ON PROFILE

2. CLEAR FROM LTB TO WORK LIMIT AT STATION

10% SLOPE ALONG DITCH.

RESULT IN NO ABRUPT CHANGES GREATER THAN

MATERIAL IS PLACED IN SUCH A MANNER AS TO

1. CONTRACTOR SHALL ENSURE EXCAVATED

NOTES:

CLEAR, SNAG, & CHANNEL CLEANOUT RTB TO LTB

BL OFFSET 79.2'

CL DESIGN EL. 227.6

BL OFFSET 90.6'

CL DESIGN EL. 228.2

BL OFFSET 91.7'

CL DESIGN EL. 229.0

BL OFFSET 99.5'

CL DESIGN EL. 229.8

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CL STA 47+68/ BL STA 49+24

CL STA 96+68/ BL STA 98+24

CL STA 145+68/ BL STA 147+24

CL STA 8+68/ BL STA 10+00

-180

120100800 20 40 60-20-40-60-80-100-120-140-160-180-200-280 -260 -240 -220 140

-200-220-240-260-280 120100800 20 40 60 140-20-40-60-80-100-120-140-160

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

CUT AREA: 132 SF

CUT AREA: 96 SF

CUT AREA: 91 SF

CUT AREA: 104 SF C-310

C O

C -3

G N

E L E

V A

N E

L E

V A

N E

L E

V A

N E

L E

V A

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

CL OFFSET -69.0'

DESIGN EL. 247.7

LTB

CL OFFSET -60.1'

DESIGN EL. 243.3

LTB

CL OFFSET -59.3'

DESIGN EL. 243.5

LTB

CL OFFSET -61.0'

DESIGN EL. 245.2

LTB

20' 40'020' 40'0

HORIZONTAL VERTICAL

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

N S

B A

S E C

O N

T R

A C

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

TO WORK LIMIT

CLEAR LTB

TO WORK LIMIT

CLEAR LTB

TO WORK LIMIT

CLEAR LTB

TO WORK LIMIT

CLEAR LTB

CL OFFSET 65.7'

EXIST EL. 242.5

RTB

WORK LIMIT

CL OFFSET 63.6'

EXIST EL. 241.9

RTB

WORK LIMIT

CL OFFSET 65.3'

EXIST EL. 241.7

RTB

WORK LIMIT

CL OFFSET 60.5'

EXIST EL. 242.7

RTB

WORK LIMIT

OF CHANNEL)

(BOTH SIDES

NST 2H:1V SLOPE

OF CHANNEL)

(BOTH SIDES

NST 2H:1V SLOPE

CL OFFSET -89.1'

DESIGN EL. 247.4

BEGIN NEW EME

CL OFFSET -89.5'

DESIGN EL. 248.2

BEGIN NEW EME

CL OFFSET -92.9'

DESIGN EL. 250.6

BEGIN NEW EME

CL OFFSET -92.4'

DESIGN EL. 251.2

BEGIN NEW EME

CL OFFSET -128.6'

WORK LIMIT

CL OFFSET -132.6'

WORK LIMIT

CL OFFSET -129.3'

WORK LIMIT

CL OFFSET -137.4'

WORK LIMIT

MAX EME EL. 253.0

MAX EME EL. 254.8

MAX EME EL. 255.4

MAX EME EL. 257.5

BL OFFSET 91.6'

CL DESIGN EL. 230.2

BL OFFSET 97.5'

CL DESIGN EL. 230.6

BL OFFSET 87.5'

CL DESIGN EL. 230.5

BL OFFSET 96.1'

CL DESIGN EL. 231.3

CLEAR, SNAG, & CHANNEL CLEANOUT RTB TO LTB

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CL STA 169+70/ BL STA 170+96

CL STA 174+05/ BL STA 175+31

CL STA 194+70/ BL STA 195+98

CL STA 243+70/ BL STA 244+97

-180-200-220-240-280 -260

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

-180-200-220-240-280 -260 800 20 40 60-20-40-60-80-100-120-140-160-180 120100 140

CUT AREA: 80 SF

CUT AREA: 134 SF

CUT AREA: 66 SF

CUT AREA: 48 SF

E L E

V A

N E

L E

V A

N E

L E

V A

N E

L E

V A

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

50' BERM

CLEAR

50' BERM

CLEAR

50' BERM

CLEAR

CL OFFSET 106.1'

LIMIT

WORK

CL OFFSET 120.5'

LIMIT

WORK

CL OFFSET 112.5'

LIMIT

WORK

CL OFFSET -57.8'

DESIGN EL. 244.0

LTB

CL OFFSET -56.2'

DESIGN EL. 243.3

LTB

CL OFFSET -59.2'

DESIGN EL. 245.2

LTB

CL OFFSET -56.6'

DESIGN EL. 244.5

LTB

HORIZONTAL VERTICAL

20' 40'0

B A

S E C

O N

T R

A C

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

TO WORK LIMIT

CLEAR LTB

TO WORK LIMIT

CLEAR LTB

TO WORK LIMIT

CLEAR LTB

CL OFFSET 63.6'

EXIST EL. 244.5

RTB

WORK LIMIT

EXIST EL. 241.9

RTB

EXIST EL. 243.2

RTB

EXIST EL. 243.5

RTB

CL OFFSET -94.0'

DESIGN EL. 253.5

BEGIN NEW EME

CL OFFSET -92.0'

DESIGN EL. 251.7

BEGIN NEW EME

20' 40'0

CL OFFSET -139.4'

WORK LIMIT

CL OFFSET -132.9'

WORK LIMIT

CL OFFSET -135.3'

WORK LIMIT

CL OFFSET -130.7'

WORK LIMIT

MAX EME EL. 249.4

MAX EME EL. 248.9

MAX EME EL. 256.4

MAX EME EL. 258.8

(TRANSITION ZONE DOWNSTREAM OF HWY 164 BRIDGE)

(TRANSITION ZONE UPSTREAM OF HWY 164 BRIDGE)

CL OFFSET -118.6'

DESIGN EL. 248.9

BEGIN NEW EME

CL OFFSET -104.0'

DESIGN EL. 249.4

BEGIN NEW EME

C-311

C O

C -3

G N

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

BL OFFSET 83.3'

CL DESIGN EL. 232.1

BL OFFSET 95.2'

CL DESIGN EL. 232.8

BL OFFSET 104.0'

CL DESIGN EL. 233.6

BL OFFSET 112.6'

CL DESIGN EL. 234.4

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CL STA 442+69/ BL STA 444+04

CL STA 292+71/ BL STA 293+98

CL STA 341+71/ BL STA 342+98

CL STA 390+68/ BL STA 392+04

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

1201008020 40 60 1400-20-40-60-80-100-120-140-160-180-200-220-240-260-280

CUT AREA: 87 SF

CUT AREA: 139 SF

CUT AREA: 137 SF

CUT AREA: 110 SF

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

50' BERM

CLEAR CL OFFSET 134.4'

LIMIT

WORK

CL OFFSET 114.2'

LIMIT

WORK

CL OFFSET 114.2'

LIMIT

WORK

CL OFFSET 107.7'

LIMIT

WORK

CL OFFSET -57.1'

DESIGN EL. 245.7

LTB

CL OFFSET -55.9'

DESIGN EL. 245.7

LTB

HORIZONTAL VERTICAL

20' 40'0

CLEAR, SNAG, & CHANNEL CLEANOUT RTB TO LTB

B A

S E C

O N

T R

A C

T O

P T

N /O

P T

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

EXIST EL. 243.9

RTB

EXIST EL. 245.3

RTB

EXIST EL. 246.8

RTB

EXIST EL. 245.2

RTB

CL OFFSET -54.7'

DESIGN EL. 246.0

LTB

CL OFFSET -56.9'

DESIGN EL. 246.9

LTB

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

50' BERM

CLEAR

OPTION 1:

CL OFFSET -95.0'

DESIGN EL. 254.7

BEGIN NEW EME

CL OFFSET -92.2'

DESIGN EL. 254.1

BEGIN NEW EME

CL OFFSET -95.3'

DESIGN EL. 256.5

BEGIN NEW EME

CL OFFSET -75.3'

DESIGN EL. 247.2

BEGIN NEW EME

20' 40'0

CL OFFSET -131.4'

WORK LIMIT

CL OFFSET -170.8'

WORK LIMIT

CL OFFSET -180.4'

WORK LIMIT

CL OFFSET -174.4'

WORK LIMIT

MAX EME EL. 257.7

C-312

C O

C -3

G N

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

BL OFFSET 111.8'

CL DESIGN EL. 234.7

BL OFFSET 109.5'

CL DESIGN EL. 234.8

BL OFFSET 104.0'

CL DESIGN EL. 235.0

BL OFFSET 133.5'

CL DESIGN EL. 235.2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CUT AREA: 89 SF

CL STA 458+84/ BL STA 459+74

CL STA 470+87/ BL STA 471+78

CL STA 482+80/ BL STA 484+61

CL STA 494+85/ BL STA 496+11

CUT AREA: 103 SF

CUT AREA: 100 SF

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

CUT AREA: 177 SF

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

CL OFFSET 109.7'

LIMIT

WORK

CL OFFSET 95.7'

LIMIT

WORK

CL OFFSET 113.0'

LIMIT

WORK

CL OFFSET 106.5'

LIMIT

WORK

HORIZONTAL VERTICAL

20' 40'0

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

O P

N /O

P T

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

EXIST EL. 246.5

RTB

EXIST EL. 245.8

RTB

EXIST EL. 249.9

RTB

EXIST EL. 249.6

RTB

CL OFFSET -54.0'

DESIGN EL. 246.6

LTB

CL OFFSET -57.1'

DESIGN EL. 248.3

LTB

CL OFFSET -54.5'

DESIGN EL. 247.4

LTB

CL OFFSET -46.6'

DESIGN EL. 243.5

LTB

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

CL OFFSET -88.3'

DESIGN EL. 254.0

BEGIN NEW EME

CL OFFSET -99.1'

DESIGN EL. 259.6

BEGIN NEW EME

CL OFFSET -95.9'

DESIGN EL. 258.1

BEGIN NEW EME

CL OFFSET -71.9'

DESIGN EL. 246.4

BEGIN NEW EME

20' 40'0

CL OFFSET -191.9'

WORK LIMIT

CL OFFSET -175.1'

WORK LIMIT

CL OFFSET -141.5'

WORK LIMIT

CL OFFSET -168.4'

WORK LIMIT

C-313

C O

C -3

G N

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

CL STA 548+34/ BL STA 549+09

BL OFFSET 107.8'

CL DESIGN EL. 235.3

BL OFFSET 89.4'

CL DESIGN EL. 235.9

BL OFFSET 100.7'

CL DESIGN EL. 236.1

BL OFFSET 85.8'

CL DESIGN EL. 236.7

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CL STA 498+91/ BL STA 499+71

CL STA 537+95/ BL STA 538+70

CL STA 586+96/ BL STA 587+70

CUT AREA: 92 SF

CUT AREA: 93 SF

CUT AREA: 83 SF

CUT AREA: 111 SF

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

(EITHER SIDE OF SLUICEWAY)

CL OFFSET 40.0'

LIMIT

WORK

CL OFFSET 109.1'

LIMIT

WORK

CL OFFSET 116.0'

LIMIT

WORK

CL OFFSET 123.1'

LIMIT

WORK

HORIZONTAL VERTICAL

20' 40'0

O P

N /O

P T

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

EXIST EL. 247.9

RTB

EXIST EL. 250.0

RTB

EXIST EL. 251.5

RTB

CL OFFSET -70.3'

DESIGN EL. 256.9

LTB

CL OFFSET -54.2'

DESIGN EL. 248.1

LTB

CL OFFSET -65.0'

DESIGN EL. 253.3

LTB

CL OFFSET -57.4'

DESIGN EL. 249.0

LTB

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

CL OFFSET -92.2'

DESIGN EL. 256.6

BEGIN NEW EME

CL OFFSET -97.4'

DESIGN EL. 259.8

BEGIN NEW EME

CL OFFSET -94.1'

DESIGN EL. 258.3

BEGIN NEW EME

CL OFFSET -96.1'

DESIGN EL. 259.9

BEGIN NEW EME

20' 40'0

CL OFFSET -169.6'

WORK LIMIT

CL OFFSET -164.3'

WORK LIMIT

CL OFFSET -170.3'

WORK LIMIT

CL OFFSET -167.4'

WORK LIMIT

C-314

C O

C -3

G N

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

BL OFFSET 110.3'

CL DESIGN EL. 237.4

BL OFFSET 103.0'

CL DESIGN EL. 238.2

BL OFFSET 88.4'

CL DESIGN EL. 239.0

BL OFFSET 88.5'

CL DESIGN EL. 239.7

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CL STA 685+06/ BL STA 685+70

CL STA 734+14/ BL STA 734+70

CL STA 783+18/ BL STA 783+71

CUT AREA: 90 SF

CUT AREA: 50 SF

CUT AREA: 60 SF

CUT AREA: 88 SF

CL STA 636+00/ BL STA 636+70

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259 CL OFFSET 118.1'

LIMIT

WORK

CL OFFSET 119.3'

LIMIT

WORK

CL OFFSET 130.5'

LIMIT

WORK

CL OFFSET 127.7'

LIMIT

WORK

HORIZONTAL VERTICAL

20' 40'0

O P

N /O

P T

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 1:

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

EXIST EL. 247.7

RTB

EXIST EL. 253.0

RTB

EXIST EL. 252.0

RTB

EXIST EL. 253.8

RTB

CL OFFSET -58.8'

DESIGN EL. 251.9

LTB

CL OFFSET -57.8'

DESIGN EL. 250.7

LTB

CL OFFSET -59.3'

DESIGN EL. 253.6

LTB

CL OFFSET -77.3'

DESIGN EL. 263.5

LTB

SIDES CHANNEL)

(TYP BOTH

NST 2H:1V SLOPE

CL OFFSET -94.2'

DESIGN EL. 260.5

BEGIN NEW EME

CL OFFSET -96.6'

DESIGN EL. 262.5

BEGIN NEW EME

CL OFFSET -99.7'

DESIGN EL. 264.8

BEGIN NEW EME

20' 40'0

CL OFFSET -199.8'

WORK LIMIT

CL OFFSET -199.8'

WORK LIMIT

CL OFFSET -199.8'

WORK LIMIT

CL OFFSET -101.8'

DESIGN EL. 263.5

BEGIN NEW EME

CL OFFSET -196.0'

WORK LIMIT

(DOWNSTREAM OF HWY 412/HWY 84 BRIDGE)

C-315

C O

C -3

G N

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

BL OFFSET 95.7'

CL DESIGN EL. 240.5

BL OFFSET 87.1'

CL DESIGN EL. 241.3

BL OFFSET 99.5'

CL DESIGN EL. 239.9

BL OFFSET 120.8'

CL DESIGN EL. 241.4

CLEAR LTB TO WORK LIMIT

OPTION 3:

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CUT AREA: 51 SF

CUT AREA: 65 SF

CL STA 791+19/ BL STA 791+68

CL STA 832+19/ BL STA 832+68

CL STA 886+24/ BL STA 886+70

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

1201008020 40 60 1400-20-40-60-80-100-120-140-160-180-200-220-240-260-280

CL STA 889+25/ BL STA 889+70

CUT AREA: 85 SF

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 259

RTB

DITCH 258

HORIZONTAL VERTICAL

20' 40'0

O P

N /O

P T

O P

N /O

P T

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

OPTION 2: CHANNEL CLEANOUT

OPTION 1: CLEAR & SNAG RTB TO LTB

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

CL OFFSET 81.3'

EXIST EL. 252.5

RTB

WORK LIMIT

CL OFFSET 72.9'

EXIST EL. 252.5

RTB

WORK LIMIT

CL OFFSET 94.1'

EXIST EL. 256.8

RTB

WORK LIMIT

CL OFFSET 56.1'

EXIST EL. 253.5

RTB

WORK LIMIT

CL OFFSET -60.2'

DESIGN EL. 256.5

LTB

CL OFFSET -62.6'

DESIGN EL. 257.5

LTB

CL OFFSET -63.8'

DESIGN EL. 257.5

LTB

CL OFFSET -59.5'

EXIST EL. 254.3

LTB

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEAR & SNAG RTB TO LTB

CL OFFSET -69.8'

WORK LIMIT

CL OFFSET -96.1'

DESIGN EL. 263.1

BEGIN NEW EME

CL OFFSET -90.8'

DESIGN EL. 261.9

BEGIN NEW EME

20' 40'0

CL OFFSET -199.6'

WORK LIMIT

CL OFFSET -201.2'

WORK LIMIT

CL OFFSET -101.2'

DESIGN EL. 266.3

BEGIN NEW EME

CL OFFSET -185.7'

WORK LIMIT

(IMMEDIATELY DOWNSTREAM OF CONFLUENCE WITH DITCH 258)

(IMMEDIATELY UPSTREAM OF CONFLUENCE WITH DITCH 258)

(UPSTREAM OF HWY 412/HWY 84 BRIDGE)

C-316

C O

C -3

G N

B L S

T A

N S

C L S

T A

N S

C R

O S

S S

E C

BL OFFSET 195.1'

CL DESIGN EL. 242.0

BL OFFSET 186.1'

CL DESIGN EL. 242.8

BL OFFSET 174.6'

CL DESIGN EL. 243.6

BL OFFSET 179.0'

CL DESIGN EL. 243.9

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

X X

X X -X

X -X -X

X X

W X

X X

X X -X

X -X -X

E N

U M

M P

T R

N M

M E

M P

L A

U R

R E

E N

D S

H A

N E C

A L L

A H

A N

E N

A M

J O

S H G

N N

L A

U R

R E

E N

D U

N K

O U

N T

M O

E M

C O

T C

O U

N T

M O

C H

U N

P R

O V

E D

C H

A N

N E

L C

L E

A N

O U

T S

T F

R A

N C

A S

T E

N A

B R

U A

R Y

CUT AREA: 180 SF

CL STA 930+28/ BL STA 930+73

CL STA 979+40/ BL STA 979+72

CUT AREA: 95 SF

CUT AREA: 53 SF

CL STA 1028+37/ BL STA 1028+74

CL STA 1051+38/ BL STA 1051+75

CUT AREA: 156 SF

120100800 20 40 60 140-20-40-60-80-100-120-140-160-180-200-220-240-260-280

290290

290 290

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

(UNIMPROVED)

DITCH 251

RTB

DITCH 258

RTB

DITCH 258

RTB

DITCH 258

RTB

DITCH 258

CL OFFSET 107.7'

LIMIT

WORK

HORIZONTAL VERTICAL

20' 40'0

O P

N /O

P T

CLEAR LTB TO WORK LIMIT

OPTION 3:

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

(BOTH SIDES OF CHANNEL)

NST 2H:1V SLOPE

CL OFFSET 53.3'

EXIST EL. 254.8

RTB

WORK LIMIT

CL OFFSET 60.5'

EXIST EL. 257.7

RTB

WORK LIMIT

CL OFFSET 68.1'

EXIST EL. 259.2

RTB

WORK LIMIT

EXIST EL. 257.7

RTB

CL OFFSET -61.7'

DESIGN EL. 257.9

LTB

CL OFFSET -63.1'

DESIGN EL. 259.4

LTB

CL OFFSET -84.5'

DESIGN EL. 270.9

LTB

CL OFFSET -68.4'

DESIGN EL. 263.2

LTB

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEAR & SNAG RTB TO LTB

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEAR & SNAG RTB TO LTB

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEAR & SNAG RTB TO LTB

OPTION 4: CHANNEL CLEANOUT

OPTION 3: CLEAR & SNAG RTB TO LTB

50' BERM

CLEAR

OPTION 3:

CLEAR LTB TO WORK LIMIT

OPTION 3:

CLEAR LTB TO WORK LIMIT

OPTION 3:

CLEAR LTB TO WORK LIMIT

OPTION 3:

CL OFFSET -95.6'

D…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 16, 2020.