MEMP15DrawingsAdment02_Part1.pdf

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GENERAL SYMBOLS

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X#

SCALE: 1' = 20'

SHEET NUMBER

CROSS REFERENCE SCALE

NORTH ARROW INDICATOR

NOTE:

DETAIL NOTE

TITLE DRAWING/DETAIL TITLE

DRAWING/DETAIL LIMITS

SHEET NUMBER

CROSS REFERENCE

DRAWING/DETAIL LOCATION DESIGNATION

CROSS REFERENCE GRID LOCATION

DRAWING/DETAIL LOCATION DESIGNATION

N

SECTION LOCATION DESIGNATION

SECTION CROSS REFERENCE SHEET NUMBER

ELEVATION LOCATION DESIGNATION

ELEVATION CROSS REFERENCE SHEET NUMBER

NORTH ARROW

DRAWING/DETAIL DESIGNATION

SECTION DESIGNATION

ELEVATION DESIGNATION

KEY NOTE

LETTER INDICATES MODIFICATION)

(NUMBER INDICATES AMENDMENT

REVISION DESIGNATION

BREAK LINE, MATERIAL TO CONTINUE

CONSTRUCTION LIMITS

FILL SLOPE

CUT SLOPE

LEVEE CENTERLINE

RIPRAP LIMITS

GENERAL NOTESABBREVIATIONS

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VERTICAL POINT OF INTERSECTIONVPI

VERTICALV

UNITED STATES FISH AND WILDLIFE SERVICEUSFWS

TANGENT LENGTHT

STATIONSTA

RADIUS/RATE OF CURVATURER

POINT OF VERTICAL TANGENCYPVT

POINT OF VERTICAL CURVATUREPVC

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

POINT OF CURVATUREPC

NOT TO SCALENTS

NORTHINGN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMUTCD

MEANDER RESTORATIONMR

MISSOURI DEPARTMENT OF TRANSPORTATIONMODOT

MINIMUMMIN

MAXIMUMMAX

BERM SETBACKBS

LEVEE DEGRADELD

LENGTH/LENGTH OF CURVEL

RATE OF CURVATUREK

HORIZONTALH

ELEVATIONELEV

ELEVATIONEL

EASTINGE

BERM DEGRADEBD

AS ADVERTISED

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EXISTING STRUCTURES.

SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO PASSING OVER THE

HL-93 LIVE LOAD. ANY TRAFFIC EXCEEDING THAT LOADING WILL NEED TO BE

EXISTING STRUCTURES ALONG ACCESS/HAUL ROUTES WERE DESIGNED WITH A 17.

ACCEPTED BY THE CONTRACTING OFFICER.

ROADS AND NOT REMOVED UNTIL THE ROADS NOT YET COMPLETED ARE

EXISTING ROADS IDENTIFIED TO BE REMOVE ED SHALL BE USED AS A HAUL 16.

DEGRADE 14 MAY BE USED AS AN ACCESS/HAUL ROAD.

UNDER CONSTRUCTION ARE COMPLETED BY OTHERS. UNTIL THEN BERM

DO NOT DEGRADE BERM DEGRADE 14 UNTIL NOTED ACCESS/HAUL ROADS 15.

THERE IS NO MEANDER RESTORATION 21.14.

CONTRACTING OFFICER REPRESENTATIVE.

CONTRACTOR TO COORDINATE IDENTIFICATION OF THOSE TREES WITH THE

WHAT IS SHOWN ON THE PLANS FOR THE RIVER SIDE MEANDER RESTORATIONS.

BERM SETBACK WHICH MAY REQUIRE MINOR ALIGNMENT DEVIATIONS FROM

USACE FORESTER MAY IDENTIFY TREES TO AVOID ON THE RIVER SIDE OF THE 13.

SETBACK.

MINIMUM ELEVATION OF 448 ALONG THE ENTIRE LENGTH OF THE BERM

EMBANKMENT (INCLUDING THE STABILTY BERM) IS CONSTRUCTED TO A

THE MAIN LEVEE DEGRADE SHALL NOT OCCUR UNTIL THE BERM SETBACK 12.

ACCESS ROAD AND CROSSING OVER THE CREEK AND LEVEES.

CONSTRUCTION TO ALLOW FOR CONTINUOS ACCESS OR PROVIDE ALTERNATE

CONTRACTOR TO STAGE THE BERM SETBACK AND BERM DEGRADES 11 AND 12

EXISTING LEVEE ON THE NORTH END MUST BE MAINTAINED AT ALL TIMES.

LANDOWNER ACCESS TO THE NORTH OF THE BERM SETBACK TIE-IN TO THE 11.

POSITIVE DRAINAGE.

OF SURVEY, SOME FIELD ADJUSTMENTS MAY BE REQUIRED TO OBTAIN

FOR GRADING. DUE TO THE GROUND COVER AND WATER LEVELS AT THE TIME

THE ARROWS SHOWING DIRECTION OF FLOW REFLECT THE GENERAL INTENT 10.

DIMENSIONS AND ELEVATIONS MARKED NTS ARE "NOT TO SCALE".

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. ALL 9.

APPROXIMATE. THE CONTRACTOR TO VERIFY ACTUAL DIMENSION IN THE FIELD.

DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (±) ARE 8.

GRADE MAY VARY FROM WHAT IS SHOWN.

SURVEY DATA WAS OBTAINED IN 2014. ACTUAL CONTOURS AND EXISTING 7.

CONDITIONS MAY VARY FROM WHAT IS SHOWN.

AERIAL PHOTOGRAPHY WAS ACQUIRED IN FEBRUARY OF 2017. ACTUAL SITE 6.

VERTICAL DATUM OF 1988 (NAVD 88).

UNLESS NOTED OTHERWISE VERTICAL COORDINATES ARE IN NORTH AMERICAN 5.

SURVEY FEET.

STATE PLANE, ZONE 2401, NORTH AMERICAN DATUM OF 1983 (NAD83), U.S.

UNLESS OTHERWISE NOTED HORIZONTAL COORDINATES ARE MISSOURI EAST 4.

WITH OSHA AND USACE SAFETY MANUAL, ENGINEERING MANUAL (EM) 385-1-1.

ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE 3.

THE CONTRACTOR'S EXPENSE.

CAUSED BY CONTRACTOR'S NEGLIGENCE. THE DAMAGE WILL BE REPAIRED AT

CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES 2.

1-800-892-0123) AND FIELD VERIFYING LOCATION OF ALL UTILITIES.

ONE CALL SYSTEM (MISSOURI DIG-RITE 1-800-344-7483 OR ILLINOIS JULIE

UTILITY COMPANIES. CONTRACTOR IS RESPONSIBLE FOR CONTACTING STATE

APPROXIMATE AND ARE BASED ON SURVEYS OR LOCATIONS PROVIDED BY

ALL KNOWN UTILITIES ARE SHOWN ON THE DRAWINGS. LOCATIONS SHOWN ARE 1.

REVISION CLOUD

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BRYANTS CREEK

ANNADA, MO

M O

PAYNESVILLE ROAD

USFW (REFUGE) OFFICE

RABOURN SLOUGH

GOOSE PASTURE FARMS

MR 1

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ACCESS/HAUL ROAD

ACCESS/HAUL ROAD

ACCESS/HAUL ROAD

FLOW

PIKE COUNTY, MISSOURI

CALHOUN COUNTY, ILLINOIS

RIVER MILE 263

RIVER MILE 262

RIVER MILE 261

LOCATION OF EAGLE NEST

660' BUFFER FROM APPROX.

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: SPRING 2020

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: SPRING 2020

ACCESS/HAUL ROAD

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AS ADVERTISED

EAGLE'S NEST.

NO PERSONNEL OR EQUIPMENT SHALL BE WITHIN 660' BUFFER OF THE 3.

ACCEPTED BY THE CONTRACTING OFFICER.

ROADS AND NOT REMOVED UNTIL THE ROADS NOT YET COMPLETED ARE

EXISTING ROADS IDENTIFIED TO BE REMOVED SHALL BE USED AS HAUL 2.

THERE IS NO MEANDER RESTORATION 21.1.

GENERAL SHEET NOTES

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ACCESS/HAUL ROAD

ACCESS/HAUL ROAD

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: FALL 2019

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: SPRING 2020

ACCESS/HAUL ROAD

ANTICIPATED COMPLETION DATE: SPRING 2020

ACCESS/HAUL ROAD

2019/07/08

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MISSOURI

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AS ADVERTISED

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GENERAL SHEET NOTES

EAGLE'S NEST.

NO PERSONNEL OR EQUIPMENT SHALL BE WITHIN 660' BUFFER OF THE 1.

LOCATION OF EAGLE NEST

660' BUFFER FROM APPROX.

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C-120 C-121

C-122 C-123

C-124 C-125

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C-128

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MR 1 9

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P O

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STAGING AREA

CONSTRUCTION LIMITS

N 1,251,122

E 736,103

N 1,251,056

E 736,268

N 1,251,276

E 737,017

N 1,251,478

E 737,891

N 1,251,314

E 736,480

N 1,251,424

E 736,237

N 1,250,454

E 737,924

N 1,250,454

E 738,258

N 1,250,649

E 737,924

N 1,250,655

E 737,664

N 1,250,819

E 737,668

N 1,250,809

E 737,673

N 1,250,660

E 737,669 N 1,250,648

E 738,179

N 1,250,797

E 738,179

CONSTRUCTION LIMIT

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BERM DEGRADE LIMITS

BERM DEGRADE LIMITS

BERM DEGRADE 10 CENTERLINE

FOLLOWS EXISTING FIELD ROAD

ACCESS ROAD/HAUL ROAD 20' WIDE.

FOLLOWS EXISTING ROADWAY

ACCESS ROAD/HAUL ROAD 12' WIDE.

FOLLOWS EXISTING ROADWAY

ACCESS ROAD/HAUL ROAD 20' WIDE.

FOLLOWS EXISTING ROADWAY

ACCESS ROAD/HAUL ROAD 12' WIDE.

AREA TO A MAX HEIGHT OF 5'.

FROM BERM DEGRADES IN DISPOSAL

STOCKPILE ONLY STONE SURFACING

DISPOSAL AREA

ENTRANCE CHANNEL

GRAVITY DRAIN STRUCTURE MSU7

STOP MEANDER CONSTRUCTION AT

DATE OF CONSTRUCTION: SPRING 2020

CONSTRUCTION ONGOING. ANTICIPATED COMPLETION

DRAINAGE STRUCTURE PS1 TO BE BUILT BY OTHERS

NW2 ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SUMMER 2020

NW2 ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2020

MSU7 ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020

MSU7 ANTICIPATED START DATE OF CONSTRUCTION: FALL 2019

DRAINAGE STRUCTURES TO BE BUILT BY OTHERS

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440440

440440

440 440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-120

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MATCHLINE - SEE SHEET C-112

M A

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H E

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MEANDER RESTORATION 5 CENTERLINE

MEANDER RESTORATION 9 CENTERLINE

MEANDER RESTORATION 16 CENTERLINE

PO

B

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+0 0.

MR 16 15+00

PI

STA 1

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5.59

B D

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20' WIDE. FOLLOWS EXISTING ROADWAY

ACCESS/HAUL ROAD

12' WIDE. FOLLOWS EXISTING ROADWAY

ACCESS/HAUL ROAD

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

N 1,250,178

E 741,153

N 1,250,172

E 740,906

N 1,249,934

E 741,282

N 1,250,706

E 741,051

N 1,250,916

E 741,055

N 1,250,921

E 740,986

N 1,251,185

E 740,997

N 1,251,430

E 740,935

N 1,250,733

E 740,249

N 1,250,864

E 740,280

N 1,251,433

E 740,231

N 1,251,425

E 740,114

N 1,250,887

E 739,895

N 1,250,978

E 739,659

N 1,251,569

E 739,891

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

STABILITY BERM DEGRADE 12 CENTERLINE

DRAINAGE STRUCTURE ENTRANCE CHANNEL

STOP MEANDER CONSTRUCTION AT

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019

ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019

ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS

BERM DEGRADE 13 CENTERLINE

BERM DEGRADE LIMITS

M R

M R 5+

MR 5 80+00

POE

STA 84+26.86

MR 9

+0

M R

POB

STA 10+00.00

P O

E S

T A

.5

PI

STA

+8 0.

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2020

ANTICIPATED START DATE OF CONSTRUCTION: SUMMER 2020

DRAINAGE STRUCTURE NE2 TO BE BUILT BY OTHERS

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440440440

0 4

440440

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

MATCHLINE - SEE SHEET C-126

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MATCHLINE - SEE SHEET C-115

M A

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MEANDER RESTORATION 14 CENTERLINE

MEANDER RESTORATION 16 CENTERLINE

P I

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+0

M R

MR 1

4 2

5+0

PO

B

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P I

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.1

PI

STA 27+47.17

MR 16 20+00

M R

+0

M R

+0

PI

STA 18+54.33

PI

STA 20+80.17

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

N 1,249,195

E 741,251 N 1,249,220

E 740,950

N 1,249,220

E 740,917

N 1,248,142

E 740,839

N 1,248,843

E 740,622

N 1,249,036

E 740,338

N 1,248,679

E 740,393

N 1,248,892

E 740,078

N 1,248,215

E 740,533

N 1,248,109

E 740,030

N 1,249,427

E 739,746

N 1,249,558

E 739,952

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020

ANTICIPATED START DATE OF CONSTRUCTION: FALL 2019

ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS

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440440

440440

440440

440 440

440 440

440 440 44

440440

440 440

0C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

C-130 C-131 C-132 C-133 C-134 C-135

C-101

M A

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H E

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MATCHLINE - SEE SHEET C-120

M A

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E E S

H E

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MEANDER RESTORATION 14 CENTERLINE

MEANDER RESTORATION 15 CENTERLINE

B D

POE

STA 48+87.63

M R

MR 12 45+00

P I

S

TA

3+

.2

PI

STA 47+22.37

M R

M R 14 35+00

M R

MR 14 45+00

POE

STA 49+22.37

P

IS

T A .2

P

IS

T A .8

P I

S T A 42+

87.04

P O

E

S T

A

.5

MR 15 45+00

M R

M R

P

IS

T A .6

P

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T A .7

M R

P O

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P O

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12' WIDE. FOLLOWS EXISTING ROADWAY

ACCESS/HAUL ROAD

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

LIMITS

CONSTRUCTION

N 1,247,534

E 739,322

N 1,247,217

E 739,298

N 1,246,948

E 739,249

N 1,246,611

E 739,300 N 1,246,604

E 739,546

N 1,247,241

E 739,555

N 1,247,308

E 739,892

N 1,247,530

E 739,686

N 1,247,765

E 740,127

N 1,247,907

E 740,586

N 1,247,194

E 741,383

N 1,246,973

E 741,508

N 1,246,791

E 741,517

N 1,246,825

E 741,126 N 1,246,800

E 740,569

N 1,246,436

E 740,573

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

BOTTOM AND TOP OF BANK

MEANDER RESTORATION

MATCHLINE - SEE SHEET C-132

CONSTRUCTION COMPLETE

CHANNEL REALIGNMENT BUILT BY OTHERS

BERM DEGRADE LIMITS

BERM DEGRADE LIMITS

BERM DEGRADE 17 CENTERLINE

20 CENTERLINE

BERM DEGRADE

18 CENTERLINE

MEANDER RESTORATION M

R

P O

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P I

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12 CENTERLINE

MEANDER RESTORATION

FOLLOWS EXISTING ROADWAY

ACCESS/HAUL ROAD 12' WIDE.

FOLLOWS EXISTING ROADWAY

ACCESS/HAUL ROAD 12' WIDE.

CONSTRUCTION COMPLETE

DRAINAGE STRUCTURE PS3 BUILT BY OTHERS

DRAINAGE STRUCTURE C2 ENTRANCE CHANNEL

STOP MEANDER CONSTRUCTION AT

CONSTRUCTION COMPLETE

DRAINAGE STRUCTURE C2 BUILT BY OTHERS

CONSTRUCTION COMPLETE

DRAINAGE STRUCTURES PS4 & BP2 BUILT BY OTHERS

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020

ANTICIPATED START DATE OF CONSTRUCTION: FALL 2019

ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020

ANTICIPATED START DATE OF CONSTRUCTION: FALL 2019

ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS

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440 440 440 440

445 445

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C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

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C-101

MATCHLINE - SEE SHEET C-125

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M A

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H E

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FLOW

BRYANTS CREEK

DUCKS UNLIMITED PUMP STATION

EXISTING ROADWAY

12' WIDE. FOLLOWS

ACCESS/HAUL ROAD

UNDERGROUND POWER LINE

SPRING 2020

ESTIMATED COMPLETION :

CONSTRUCTION BY OTHERS

BERM RAISE UNDER

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2021

START DATE OF CONSTRUCTION: SPRING 2019

PUMP STATION GRADING TO BE BUILT BY OTHERS

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0 440

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440 440 440 440 440 440 4

440440

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435 435 435 435 435 435 435 435

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435435

445445445445445445445445

450 450 450 450 450 450

450450450450450450450

440440

440440

440440

440 44

440 440 440

440 440 440

445 445 445 445 445

445 445 445

445 445 445

445445445

C-102

C-103

C-104 C-105

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113

C-114 C-115

C-116 C-117

C-118 C-119

C-120 C-121

C-122 C-123

C-124 C-125

C-126 C-127

C-128

C-129

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C-101

MATCHLINE - SEE SHEET C-126

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CONSTRUCTION LIMITS

FLOW

BRYANTS CREEK

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019

ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019

PUMP STATION TO BE BUILT BY OTHERS

EXISTING ROADWAY

12' WIDE. FOLLOWS

ACCESS/HAUL ROAD

UNDERGROUND POWER LINE

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2021

START DATE OF CONSTRUCTION: SPRING 2019

PUMP STATION GRADING TO BE BUILT BY OTHERS

ESTIMATED COMPLETION: SPRING 2020

ESTIMATED START: FALL 2019

EXISTING ROADWAY TO BE BUILT BY OTHERS

ACCESS/HAUL ROAD 12' WIDE. FOLLOWS

ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020

ANTICIPATED START DATE OF CONSTRUCTION: FALL 2019

PUMP STATION ACCESS ROAD TO BE BUILT BY OTHERS

2019/06/25

2019/06/25

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