W912EQ20B0007 Plans (1).pdf

PDF 44 MB Posted Jun 22, 2020

Attached to: Ditch 1 Upper Channel Cleanout Federal contract opportunity
Solicitation number: W912EQ20B0007
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation requests offers for ditch cleaning and channel excavation work. The solicitation seeks offers for clearing, snagging, top bank shaping, channel excavation, disposal of excavated materials, shoal removal and seeding/mulching along Ditch 1 between stations 0+00 to 2032+00. The work will be divided into two phases, with the first focusing on clearing/snagging and shoal removal between stations 0+00 to 1125+00, and the second addressing clearing/snagging and full channel cleanout between stations 1125+00 to 2032+00. The estimated value of the work is between $5 million and $10 million. This is a set-aside for Service Disabled Veteran Small Businesses. Offers will be rejected if not from a qualified SDVOSB. The soliciting agency is the Department of the Army Corps of Engineers Memphis District.

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W912EQ20B0007 SOLICITATION.pdf	PDF	Jun 22, 2020

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CLEARING, SNAGGING & SHOAL REMOVAL

EX. CHANNEL TOE

THALWEG ELEV. THALWEG ELEV.

REMOVAL (TYP.)

SHOALING

CLEARING LIMITS/CONSTRUCTION LIMITSCLEARING LIMITS/CONSTRUCTION LIMITS

SHOALS

REMOVE EX. EX. SHOALS

REMOVE

EX. SHOALS

REMOVE

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

E N

U M

B E

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

FLOW

DITCH 1

BL 2150+00

BL 2175+00

BL 2200+00 BL 2225+00 BL 2250+00

BL 2275+00

BL 2300+00

C L. 845+00

C L. 850+00

C L. 855+00

C L. 860+00

C L. 865+00

C L. 870+00

C L. 875+00

C L. 880+00

CL. 885+00

CL. 890+00 CL. 895+00 CL. 900+00 CL. 905+00 CL. 910+00 CL. 915+00 CL. 920+00 CL. 925+00 CL. 930+00 CL. 935+00 CL. 940+00 CL. 945+00 CL. 950+00 CL. 955+00 CL. 960+00 CL. 965+00

CL. 970+00

CL. 975+00 CL. 980+00 CL. 985+00

CLEARING, SNAGGING & SHOAL REMOVAL

LEAR

, SN

& SH

AL R

VAL

TO HWY D PER LRDD INSPECTION

HEAVY CLEARING NEEDED

DIFFICULT ACCESS

LEAR

G /C

O N

STR

U C

TIO

LIM

ITS

C E 56

C E 55

C E 54

C E 53

CE 62

CE 61

C E 60

C E 59

C E 58

C E 57

CE 64CE 63

C 2 C3

CE 262

CE 263

CE 264

CE 265

CE 266

CE 267

CE 268

C E 269

C E 270

C E 271

C E 272

C E 273

C E 274

C17 C18

THE BANK

ON HOW TO PROTECT

ADDITIONAL INFORMATION

SEE SHEET C-150 FOR

EX. GRADE

CHANNEL DESIGN GRADE

EME MAX HEIGHTEL. 298.3

EL. 301.1

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:36:56 AM 4/14/2020

A N

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-116

P R

E V

U S S

H E

E T

M A

T C

H L

T H

H E

E T

M A

T C

H L

SCALE: 1"=500'

B A

C L E

A R

G S

N A

G G

G A

N D S

H O

A L R

E M

O V

A L

P L

A N P

R O

A N.T.S. N.T.S.

CL. 0+00 TO CL. 1125+00 & BL. 1314+25 TO BL. 2438+72

SHOAL REMOVAL

CROSS SECTIONS - CL. 907+01 - BL. 2220+91

840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00

CROSS SECTIONS - CL. 959+81 - BL. 2273+71

REPRESENT ALL SHOALING LIMITS.

ALL SHOALING AREAS. AREAS IDENTIFIED IN PLAN VIEW MAY NOT

4) THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ELEVATION (THALWEG)

3) EXCAVATE TO WITHIN +1.5ft AND -0.0ft OF LOWEST EXISTING CHANNEL

OF BANK

PLACE THE MATERIAL SUCH THAT RAINWATER DOES NOT POND ON TOP

2) DO NOT BLOCK EXISTING DRAINAGE WITH EXCAVATED MATERIAL;

NOT SLIDE OR FLOW OUTSIDE OF DISPOSAL AREAS

1) CONTRACTOR WILL PLACE EXCAVATED MATERIAL SUCH THAT IT WILL

NOTES:

120' SHOAL REMOVAL

LUPPER C

DITCH 1

60' SHOAL REMOVAL60' SHOAL REMOVAL

120' SHOAL REMOVAL

60' SHOAL REMOVAL60' SHOAL REMOVAL

LUPPER C

DITCH 1

305305

0 10' 20'

VERTICAL SCALE: 1"='10

0 500' 1000'

HORIZONTAL SCALE: 1"=500'

SCALE: 1"=500'

PROFILE

C-116 C-116

EX. CHANNEL TOE

THALWEG ELEV.

REMOVAL (TYP.)

SHOALING

CLEARING LIMITS/CONSTRUCTION LIMITS

SHOALS

REMOVE EX.

SHOALS

REMOVE EX.

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

DITCH 1 CL

FLOW

DITCH 1

BL 2300+00 BL 2325+00 BL 2350+00 BL 2375+00 BL 2400+00

BL 2425+00

CL. 985+00 CL. 990+00 CL. 995+00 CL. 1000+00 CL. 1005+00 CL. 1010+00 CL. 1015+00 CL. 1020+00 CL. 1025+00 CL. 1030+00 CL. 1035+00 CL. 1040+00 CL. 1045+00 CL. 1050+00 CL. 1055+00 CL. 1060+00 CL. 1065+00 CL. 1070+00 CL. 1075+00 CL. 1080+00 CL. 1085+00 CL. 1090+00 CL. 1095+00 CL. 1100+00 CL. 1105+00 CL. 111 0+00

CL. 1115+00 CL. 1120+00 CL. 1125+00

STA. 1125+00

BEGIN CHANNEL CLEANOUT

H W

Y D

A B

A N

D O

N E

R A

R O

A D

FROM HWY D PER LRDD INSPECTION

HEAVY CLEARING NEEDED

DIFFICULT ACCESS

CLEARING/CONSTRUCTION LIMITS

CE 68

CE 67

CE 66CE 65

CE 72

CE 71

CE 70

CE 69

CE 251

CE 253

CE 254

CE 255CE 256

CE 257

CE 258CE 259

CE 260

CE 261

C15

C16

CL. STA. 1059+00

CL. STA. 1091+85

EL. 301.1

EL. 303.8

OF HWY D BRIDGE

NO WORK WITHIN 50'

OF HWY D BRIDGE

NO WORK WITHIN 50'

OF ABANDONED RR

NO WORK WITHIN 50'

OF ABANDONED RR

NO WORK WITHIN 50'

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:37:42 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-117

N E

X T S

H E

E T

M A

T C

H L

S H

E E

T P

R E

U S

M A

T C

H L

A N.T.S. N.T.S.

CL. 0+00 TO CL. 1125+00 & BL. 1314+25 TO BL. 2438+72

SHOAL REMOVAL

CROSS SECTIONS - CL. 1030+33 - BL. 2344+10

CROSS SECTIONS - CL. 1111+60 - BL. 2425+67

C L E

A R

G S

N A

G G

G A

N D S

H O

A L R

E M

O V

A L

P L

A N P

R O

B A

985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 1030+00 1035+00 1040+00 1045+00 1050+00 1055+00 1060+00 1065+00 1070+00 1075+00 1080+00 1085+00 1090+00 1095+00 1100+00 1105+00 1110+00 1115+00 1120+00 1125+00

REPRESENT ALL SHOALING LIMITS.

ALL SHOALING AREAS. AREAS IDENTIFIED IN PLAN VIEW MAY NOT

4) THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ELEVATION (THALWEG)

3) EXCAVATE TO WITHIN +1.5ft AND -0.0ft OF LOWEST EXISTING CHANNEL

OF BANK

PLACE THE MATERIAL SUCH THAT RAINWATER DOES NOT POND ON TOP

2) DO NOT BLOCK EXISTING DRAINAGE WITH EXCAVATED MATERIAL;

NOT SLIDE OR FLOW OUTSIDE OF DISPOSAL AREAS

1) CONTRACTOR WILL PLACE EXCAVATED MATERIAL SUCH THAT IT WILL

NOTES:

120' SHOAL REMOVAL

60' SHOAL REMOVAL60' SHOAL REMOVAL

LUPPER C

DITCH 1

120' SHOAL REMOVAL

60' SHOAL REMOVAL60' SHOAL REMOVAL

LUPPER C

DITCH 1

305305

SCALE: 1"=500'

PROFILE

0 500' 1000'

HORIZONTAL SCALE: 1"=500' VERTICAL SCALE: 1"='10

0 10' 20'

C-117 C-117

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

FLOW

DITCH 1

CLEARING, SNAGGING & CLEANOUT

BL 2450+00 BL 2475+00 BL 2500+00 BL 2520+00 BL 2550+00 BL 2575+00

CL. 1125+00 CL. 1130+00 CL. 1135+00 CL. 1140+00 CL. 1145+00 CL. 1150+00 CL. 1155+00 CL. 1160+00 CL. 1165+00 CL. 1170+00 CL. 1175+00 CL. 1180+00 CL. 1185+00 CL. 1190+00 CL. 1195+00 CL. 1200+00 CL. 1205+00 CL. 1210+00 CL. 1215+00 CL. 1220+00 CL. 1225+00 CL. 1230+00 CL. 1235+00 CL. 1240+00 CL. 1245+00 CL. 1250+00 CL. 1255+00 CL. 1260+00 CL. 1265+00

STA. 1125+00

BEGIN CHANNEL CLEANOUT

CLEARING/CONSTRUCTION LIMITS

CE 74

CE 73 CE 76

CE 75

CE 221

CE 222

CE 223

CE 224CE 225

CE 226

CE 227

CE 228

CE 229

CE 250

CE 252

CE 74A

CE 74B

1125+00 1130+00 1135+00 1140+00 1145+00 1150+00 1155+00 1160+00 1165+00 1170+00 1175+00 1180+00 1185+00 1190+00 1195+00 1200+00 1205+00 1210+00 1215+00 1220+00 1225+00 1230+00 1235+00 1240+00 1245+00 1250+00 1255+00 1260+00

BEGIN CHANNEL CLEANOUT

CHANNEL DESIGN GRADE

EX. GRADE

EME MAX HEIGHT

EL. 303.8

EL. 306.3

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:43:16 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-118

P R

E V

U S S

H E

E T

M A

T C

H L

N E

X T S

H E

E T

M A

T C

H L

PROFILE

VERTICAL SCALE: 1"=10'

0 500' 1000'

HORIZONTAL SCALE: 1"=500'

CLEANOUT PROFILE - DITCH 1

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00 TO END OF PROJECT.

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

310 310

0 10' 20'

1125+00

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R O

CLEARING, SNAGGING & CLEANOUT

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

DITCH 1 CL

C R

FLOW

DITCH 1

CLEARING, SNAGGING & CLEANOUT

BL 2575+00

BL 2600+00 BL 2625+00

BL 2650+00 BL 2675+00

BL 2700+00

CL. 1265+00 CL. 1270+00 CL. 1275+00 CL. 1280+00 CL. 1285+00 CL. 1290+00 CL. 1295+00 CL. 1300+00 CL. 1305+00 CL. 1310+00 CL. 1315+00 CL. 1320+00 CL. 1325+00 CL. 1330+00 CL. 1335+00 CL. 1340+00 CL. 1345+00 CL. 1350+00 CL. 1355+00 CL. 1360+00 CL. 1365+00 CL. 1370+00 CL. 1375+00 CL. 1380+00 CL. 1385+00 CL. 1390+00 CL. 1395+00 CL. 1400+00 CL. 1405+00

C R Z

PER LRDD INSPECTION

GOOD ACCESS

CLEARING/CONSTRUCTION LIMITS

CE 80CE 79

CE 78CE 77

CE 84

CE 83CE 82CE 81

C7 C8

CE 210

CE 211CE 212

CE 213

CE 214

CE 215

CE 216CE 217CE 218

CE 219

CE 220

C13

C14

1265+00 1270+00 1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00 1310+00 1315+00 1320+00 1325+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00

CHANNEL DESIGN GRADE

EX. GRADE

OF HWY Z BRIDGE

NO WORK WITHIN 50'

200' TRANSITION FROM THE DESIGN

SECTION TO THE EXISTING SECTION

(TYP. BOTH SIDES OF THE BRIDGE)

EL. 251.7

STA. 1270+65

EL. 251.8

STA. 1274+65

OF HWY Z BRIDGE

NO WORK WITHIN 50'

EME MAX HEIGHTEL. 306.3

EL. 308.9

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:43:31 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-119

P R

E V

U S S

H E

E T

M A

T C

H L

N E

X T S

H E

E T

M A

T C

H L

VERTICAL SCALE: 1"=10'

0 500' 1000'

HORIZONTAL SCALE: 1"=500'

CLEANOUT PROFILE - DITCH 1

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00. TO END OF PROJECT

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

310 310

0 10' 20'

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R O

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

O ff 0 .1

(0 .0 m

S ta

L o n

�8 .7

°W

L a t=

�3 .7

°N

H W

Y A

C R

FLOW

DITCH 1

BL 2750+00 BL 2775+00

BL 2800+00

BL 2825+00

BL 2850+00

BL 2725+00

CL. 1405+00 CL. 1410+00 CL. 1415+00 CL. 1420+00 CL. 1425+00 CL. 143

0+00

CL. 1435+00 CL. 1440+00 CL. 1445+00 CL. 1450+00 CL. 1455+00 CL. 1460+00 CL. 1465+00 CL. 1470+00 CL. 1475+00 CL. 1480+00 CL. 1485+00 CL. 1490+00 CL. 1495+00 CL. 1500+00 CL. 1505+00 CL. 1510+00 CL. 1515+00 CL. 1520+00 CL. 1525+00 CL. 1530+00 CL. 1535+00 CL. 1540+00 CL. 1545+00

PER LRDD INSPECTION

GOOD ACCESS

CLEARING/CONSTRUCTION LIMITS

CE 85

CE 86

CE 87 CE 88

CE 89

CE 90

CE 91

CE 92

CE 93

CE 94

CE 197

CE 198

CE 199

CE 200

CE 201

CE 202

CE 203

CE 204

CE 205

CE 206

CE 207

CE 208

CE 209

C12

1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00 1490+00 1495+00 1500+00 1505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00

EX. GRADE

OF HWY A BRIDGE

NO WORK WITHIN 50'

OF HWY A BRIDGE

NO WORK WITHIN 50'

200' TRANSITION FROM THE DESIGN

SECTION TO THE EXISTING SECTION

(TYP. BOTH SIDES OF THE BRIDGE)

EL. 274.4

STA.1429+14

EL. 274.4

STA.1433+14

CHANNEL DESIGN GRADE

EL. 308.9

EL. 311.3

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:46:53 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-120

P R

E V

U S S

H E

E T

M A

T C

H L

N E

X T S

H E

E T

M A

T C

H L

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00. TO END OF PROJECT

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

CLEANOUT PROFILE - DITCH 1

VERTICAL SCALE: 1"=10'

0 500' 1000'

HORIZONTAL SCALE: 1"=500'

0 10' 20'

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R O

CLEARING, SNAGGING & CLEANOUT

OF EAGLES NEST

660' RADIUS

NO WORK WITHIN

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

DITCH 1 CL

FLOW

DITCH 1

BL 2875+00

BL 2900+00 BL 2925+00 BL 2950+00

BL 2975+00

CL. 1545+00 CL. 1550+00 CL. 1555+00 CL. 1560+00 CL. 1565+00 CL. 1570+00 CL. 1575+00 CL. 1580+00 CL. 1585+00 CL. 1590+00 CL. 1595+00 CL. 1600+00 CL. 1605+00 CL. 1610+00 CL. 1615+00 CL. 1620+00 CL. 1625+00 CL. 1630+00 CL. 1635+00 CL. 1640+00 CL. 1645+00 CL. 1650+00 CL. 1655+00 CL. 1660+00 CL. 1665+00 CL. 1670+00

CL. 1675+00 CL. 1680+00 CL. 1685+00

EAGLES NEST

PER LRDD INSPECTION

GOOD ACCESS

CLEARING/CONSTRUCTION LIMITS

CE 95 CE 96

CE 97

CE 98

CE 99

CE 100

C10

CE 184

CE 185

CE 186

CE 187CE 188

CE 189

CE 190

CE 191

CE 192

CE 193

CE 194

CE 195

CE 196 C11

1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 1575+00 1580+00 1585+00 1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+00 1630+00 1635+00 1640+00 1645+00 1650+00 1655+00 1660+00 1665+00 1670+00 1675+00 1680+00

EX. GRADE

CHANNEL DESIGN GRADE

CL. STA. 1658+15

EAGLES NEST BUFFER

CL. STA. 1644+95

EAGLES NEST BUFFER

SEE NOTE 3

WORK ZONE

NEST LIMITED

FROM EAGLES

660' RADIUS

EME MAX HEIGHTEL. 311.3

EL. 313.8

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:47:09 AM 4/14/2020

O P

OVERALL PLAN

0 500' 1000'

SCALE: 1"=500'

0 500' 1000'

C-121

P R

E V

U S S

H E

E T

M A

T C

H L

N E

X T S

H E

E T

M A

T C

H L

HORIZONTAL SCALE: 1"=500'

VERTICAL SCALE: 1"=10'

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00. TO END OF PROJECT

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

310310

315 315

CLEANOUT PROFILE - DITCH 1

0 10' 20'

TREE CLEARING WILL BE RESTRICTED TO 1 NOVEMBER - 31 MARCH DUE TO THE PRESENSE OF INDIANA BATS.

AND 31 JULY. NO TREE CLEARING WITHIN 330 FEET OF EITHER NEST SHOULD OCCUR AT ANY TIME.

3) NO WORK SHALL OCCUR WITHIN AT LEAST 600 FEET OF THE EAGLE'S NEST WITHIN THE STATIONS BELOW BETWEEN 15 JANUARY

NOTES:

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R O

CLEARING, SNAGGING & CLEANOUT

OF EAGLES NEST

660' RADIUS

NO WORK WITHIN

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

FLOW

DITCH 1

BL 3000+00 BL 3025+00

BL 3050+00 BL 3075+00 BL 3100+00

BL 3125+00

CL. 1685+00 CL. 1690+00 CL. 1695+00 CL. 1700+00 CL. 1705+00 CL. 1710+00 CL. 1715+00 CL. 1720+00 CL. 1725+00 CL. 1730+00 CL. 1735+00 CL. 1740+00 CL. 1745+00 CL. 1750+00 CL. 1755+00 CL. 1760+00 CL. 1765+00 CL. 1770+00 CL. 1775+00 CL. 1780+00 CL. 1785+00 CL. 1790+00 CL. 1795+00 CL. 1800+00 CL. 1805+00 CL. 1810+00 CL. 1815+00 CL. 1820+00 CL. 1825+00

EAGLES NEST

CLEARING/CONSTRUCTION LIMITS

CE 101

CE 102 CE 103 CE 104

CE 105

CE 106

CE 107

CE 177

CE 178

CE 179

CE 180

CE 181

CE 182

CE 183

1685+00 1690+00 1695+00 1700+00 1705+00 1710+00 1715+00 1720+00 1725+00 1730+00 1735+00 1740+00 1745+00 1750+00 1755+00 1760+00 1765+00 1770+00 1775+00 1780+00 1785+00 1790+00 1795+00 1800+00 1805+00 1810+00 1815+00 1820+00

EX. GRADE

CHANNEL DESIGN GRADE

CL. STA. 1697+15

EAGLES NEST BUFFER

CL. STA. 1710+35

EAGLES NEST BUFFER

SEE NOTE 3

WORK ZONE

NEST LIMITED

FROM EAGLES

660' RADIUS

EME MAX HEIGHTEL. 313.8

EL. 316.2

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:50:33 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-122

P R

E V

U S S

H E

E T

M A

T C

H L

N E

X T S

H E

E T

M A

T C

H L

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00. TO END OF PROJECT

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

310310

VERTICAL SCALE: 1"=10'

HORIZONTAL SCALE: 1"=500'

0 500' 1000'

CLEANOUT PROFILE - DITCH 1

0 10' 20'

TREE CLEARING WILL BE RESTRICTED TO 1 NOVEMBER - 31 MARCH DUE TO THE PRESENSE OF INDIANA BATS.

AND 31 JULY. NO TREE CLEARING WITHIN 330 FEET OF EITHER NEST SHOULD OCCUR AT ANY TIME.

3) NO WORK SHALL OCCUR WITHIN AT LEAST 600 FEET OF THE EAGLE'S NEST WITHIN THE STATIONS BELOW BETWEEN 15 JANUARY

NOTES:

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R O

CLEARING, SNAGGING & CLEANOUT

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

DITCH 1 CL

H W

CO 593

BL 3150+00

BL 3175+00

BL 3200+00

BL 3225+00

BL 3250+00

BL 3275+00

CL. 1825+00 CL. 1830+00 CL. 1835+00 CL. 1840+00

CL. 1845+00

CL. 1850+00

CL. 1855+00

CL. 1860+00 CL. 1865+0

0 CL. 1870+00

CL. 1875+00

CL. 1880+00

CL. 1885+0

0 CL. 1890+00 CL. 1895+00

CL. 1

+00

CL. 1

+00

CL. 1910+00 CL. 1915+00 CL. 1920+00 CL. 1925+00 CL. 1930+00 CL. 1935+00 CL. 1940+00 CL. 1945+00 CL. 1950+00 CL. 1955+00 CL. 1960+00 CL. 1965+00

H W

CO 793

CLEARING/CONSTRUCTION LIMITS

CE 108

CE 109

CE 110

CE 111

CE 112

CE 113

CE 114

CE 115

CE 116

CE 117 CE 118

CE 119

CE 120

CE 121

CE 122

CE 124

CE 128

CE 129

CE 130

CE 131

CE 132

CE 133

CE 134

CE 135

CE 136 CE 137

CE 138

CE 139

CE 140

CE 148

CE 149

CE 150

CE 151

CE 152

CE 153

CE 154

CE 155

CE 156

CE 157

CE 158

CE 159

CE 160

CE 161

CE 162

CE 163

CE 164CE 165

CE 166

CE 167

CE 168

CE 169

CE 170

CE 171

CE 127

CE 126

CE 125

CE 172

CE 173

CE 174

CE 175

CE 176

CE 123

EX. GRADE

CHANNEL DESIGN GRADE

EL. 282.8

STA. 1864+70

200' TRANSITION FROM THE DESIGN

SECTION TO THE EXISTING SECTION

(TYP. BOTH SIDES OF THE BRIDGE)

EL. 282.8

STA.1868+70

OF HWY 114 BRIDGE

NO WORK WITHIN 50'

OF HWY 114 BRIDGE

NO WORK WITHIN 50'

EL. 283.0

STA.1881+25

EL. 283.0

STA. 1876+25

250' TRANSITION FROM THE DESIGN

SECTION TO THE EXISTING SECTION

(TYP. BOTH SIDES OF THE BRIDGE)

OF HWY 60 BRIDGE (BOTH SIDES)

NO WORK WITHIN 50'

OF HWY 60 BRIDGE (BOTH SIDES)

NO WORK WITHIN 50'

EME MAX HEIGHT

EL. 316.2

EL. 318.8

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:50:49 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-123

P R

E V

U S S

H E

E T

M A

T C

H L

N E

X T S

H E

E T

M A

T C

H L

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00. TO END OF PROJECT

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

1825+00 1830+00 1835+00 1840+00 1845+00 1850+00 1855+00 1860+00 1865+00 1870+00 1875+00 1880+00 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00

320 320

VERTICAL SCALE: 1"=10'

0 500' 1000'

HORIZONTAL SCALE: 1"=500'CLEANOUT PROFILE - DITCH 1

0 10' 20'

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R 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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

FLOW

DITCH 1

BL 3275+00

BL 3300+00

BL 3325+00

BL 3350+00

BL 3375+00

CL. 1965+00 CL. 1970+00 CL. 1975+00 CL. 1980+00 CL. 1985+00 CL. 1990+00 CL. 1995+00 CL. 2000+00 CL. 2005+00 CL. 2010+00 CL. 2015+00 CL. 2020+00 CL. 2025+00 CL. 2030+00

CLEARING/CONSTRUCTION LIMITS

CE 141

CE 142

CE 143

CE 144

CE 145

CE 146

CE 147

EX. GRADE

CHANNEL DESIGN GRADE

EME MAX HEIGHT

EL. 318.8

EL. 320.2

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:53:47 AM 4/14/2020

O P

OVERALL PLAN

SCALE: 1"=500'

0 500' 1000'

C-124

P R

E V

U S S

H E

E T

M A

T C

H L

PROFILE

SCALE: 1"=500'

UPSTREAM AND DOWNSTREAM OF THE BRIDGE FACE, ENSURE SMOOTH TRANSITION OF FULL CROSS SECTION TO THE EXISTING.

2) 200' LONG CROSS SECTION TRANSITION FROM THE DESIGN SECTION TO THE EXISTING SECTION AT THE "NO WORK" LIMIT 50'

BOTTOM WIDTH @ CL. STA. 1941+00. TO END OF PROJECT

1) 140' BOTTOM WIDTH FOR CL. STA. 1125+00 TO CL. STA. 1939+00. TRANSITION FROM 140' BOTTOM WIDTH @ CL. STA. 1939+00 TO 100'

NOTES:

1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 2035+00

305305

320 320

VERTICAL SCALE: 1"=10'

HORIZONTAL SCALE: 1"=500'

0 500' 1000'

CLEANOUT PROFILE - DITCH 1

0 10' 20'

C L E

A R

G S

N A

G G

A N

D C

L E

A N

O U

P L

A N P

R O

PROP. GRADE

EX. GRADE

EME MAX HEIGHT

MAX. R90 RIPRAP HEIGHT

EL. 277'

CL. STA. 888+35

END R90 RIPRAP

EL. 277'

CL. STA. 876+80

BEGIN R90 RIPRAP

E:838789.35

N:13287030.62

OFFSET 94.8

BL. STA. 2189+84

E:838970.90

N:13287238.69

OFFSET 78.8

BL. STA. 2192+60

E:839079.84

N:13287365.57

OFFSET 76.0

BL. STA. 2194+24

E:839297.01

N:13287948.49

OFFSET 95.9

BL. STA. 2201+14

E:839297.42

N:13288058.06

OFFSET 99.8

BL. STA. 2202+24

E:839341.63

N:13288057.89

OFFSET 55.7

BL. STA. 2202+25

E:839341.22

N:13287948.32

OFFSET 51.8

BL. STA. 2201+16

E:839113.39

N:13287336.77

OFFSET 31.9

BL. STA. 2194+23

E:839005.96

N:13287211.18

OFFSET 34.2

BL. STA. 2192+59

E:838822.88

N:13287001.36

OFFSET 50.3

BL. STA. 2189+81

TRANSITION

ENSURE SMOOTH

CL. STA. 876+80

BEGIN R90 RIPRAP

TRANSITION

ENSURE SMOOTH

CL. STA. 888+35

END R90 RIPRAP

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

E L E

V A

0102030405060708090100110120130140150160170180190198 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190 -200-202

E L E

V A

0102030405060708090100110120130140150160170180190200204 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190-196

E L E

V A

0102030405060708090100110120130140150160170180190200 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190 -200-200

E L E

V A

0102030405060708090100110120130140150160170180190200 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190 -200

EL. = 262.9

OFFSET = 44.3'

EL. = 259.9

OFFSET = 50.1'

EL. = 259.9

OFFSET = 54.6'

EL. = 277'

OFFSET = 88.8'

EL. = 260.1

OFFSET = 48.8'

EL. = 263.1

OFFSET = 42.9'

EL. = 260.1

OFFSET = 53.3'

EL. = 277'

OFFSET = 87.1'

EL. = 260.3

OFFSET = 51.7'

EL. = 263.3

OFFSET = 45.6

EL. = 260.3

OFFSET = 56.2'

EL. = 277'

OFFSET = 89.9'

EL. = 260.8

OFFSET = 65.3

EL. = 263.8

OFFSET = 58.8

EXCAVATION AREA

EL. = 260.8

OFFSET = 69.8

EL. = 277'

OFFSET = 102.5

CL. STA. 879+53/BL. STA. 2192+59

CL. STA. 882+03/BL. STA. 2195+04

CL. STA. 884+50/BL. STA. 2197+75

CL. STA. 886+95/AZ 94.64°/BL. STA. 2200+55

0.5' THICKNESS

BEDDING MATERIAL

1.5' THICKNESS

RIPRAP R90

0.5' THICKNESS

BEDDING MATERIAL

1.5' THICKNESS

RIPRAP R90

AS NECESSARY

BACKFILL WITH R90

0.5' THICKNESS

BEDDING MATERIAL

1.5' THICKNESS

RIPRAP R90

0.5' THICKNESS

BEDDING MATERIAL

1.5' THICKNESS

RIPRAP R90

H :1

V H :1

H :1

R90 AREA = 80SF

BEDDING MATERIAL AREA = 25SF

EXCAVATION AREA = 33SF

R90 AREA = 104SF

BEDDING MATERIAL AREA = 25SF

EXCAVATION AREA = 10SF

R90 AREA = 117SF

BEDDING MATERIAL AREA = 25SF

EXCAVATION AREA = 5SF

R90 AREA = 80SF

BEDDING MATERIAL AREA = 25SF

EXCAVATION AREA = 110SF

876+00

877+00

878+00

879+00

880+00

881+00

882+00

883+00

884+00

885+00

886+00

887+00

888+00

STA.

a a

C L

C L a

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:54:19 AM 4/14/2020

O P

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

C-150

SCALE: 1"=100'

0 100' 200'

879+53

X S S

TIO

882+03

XS STATIO

884+50

XS STATION

886+95

XS STATION

875+00 880+00 885+00 890+00

SCOUR PROTECTION - XS VIEW

SCOUR PROTECTION - PLAN VIEW

SCOUR PROTECTION - PROFILE VIEW

S C

O U

R P

R O

T E

C T

B A S E L

L .4 R

L .2 R

5% MAX (TYP.)

SLOPE TO DRAIN

THALWEG ELEVATION

REMOVE EX. SHOALS

LTB

EX. GROUND

60' BOTTOM WIDTH - LT OF CL 60' BOTTOM WIDTH - RT OF CL

30' BERM

5% MAX (TYP.)

SLOPE TO DRAIN

THALWEG ELEVATION

REMOVE EX. SHOALS

LTB

EX. GROUND

60' BOTTOM WIDTH - LT OF CL

30' BERM

5% MAX (TYP.)

SLOPE TO DRAIN

THALWEG ELEVATION

REMOVE EX. SHOALS

LTB

EX. GROUND

60' BOTTOM WIDTH - LT OF CL 60' BOTTOM WIDTH - RT OF CL

30' BERM

EL. 277'

AS NECESSARY

BACKFILL WITH R90

0.5' THICKNESS

BEDDING MATERIAL

1.5' THICKNESS

RIPRAP R90

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:56:04 AM 4/14/2020

O P

C-300

T Y

A L S

E C

N S

ORIENTED TO LOOK DOWN STREAM

NOTE: CROSS SECTIONS ARE

TYPICAL SECTION - CLEARING, SNAGGING & SHOAL REMOVAL

BL STA. 1314+25 TO BL. STA. 2189+86

CL STA. 0+00 TO CL. STA. 876+80

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

UPPER C

DITCH 1

CLEARING AND SNAGGING LIMITS

(TYP.)

HEIGHT

25' MAX

15' MAX HEIGHT (TYP.)

DESIGN BOTTOM (TYP.)

FROM CHANNEL

NOT EXCEED 35'

SPOIL HEIGHT SHALL

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

UPPER C

DITCH 1

CLEARING AND SNAGGING LIMITS

(TYP.)

HEIGHT

25' MAX

15' MAX HEIGHT (TYP.)

DESIGN BOTTOM (TYP.)

FROM CHANNEL

NOT EXCEED 35'

SPOIL HEIGHT SHALL

BL STA. 2189+86 TO BL. STA. 2202+22

CL STA. 876+80 TO CL. STA. 888+35

TYPICAL SECTION - CLEARING, SNAGGING & SHOAL REMOVAL

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

UPPER C

DITCH 1

CLEARING AND SNAGGING LIMITS

(TYP.)

HEIGHT

25' MAX

15' MAX HEIGHT (TYP.)

DESIGN BOTTOM (TYP.)

FROM CHANNEL

NOT EXCEED 35'

SPOIL HEIGHT SHALL

BL STA. 2202+22 TO BL. STA. 2438+82

CL STA. 888+25 TO CL. STA. 1125+00

CHANNEL BOTTOM

4) FLATTEN ALL SHARP EDGES TO CREATE A UNIFORMLY GRADED TRANSITION TO THE

3) EXCAVATE TO WITHIN +1.5FT AND -0.0FT OF LOWEST EX. CHANNEL ELEVATION (THALWEG).

RAINWATER DOES NOT POND ON TOP OF BANK.

2) DO NOT BLOCK EX. DRAINAGE WITH EXCAVATED MATERIAL; PLACE MATERIAL SUCH THAT

FLOW OUTSIDE OF DISPOSAL AREAS OR BACK INTO THE CHANNEL.

1) CONTRACTOR SHALL PLACE EXCAVATED MATERIAL SUCH THAT IT WILL NOT SLIDE OR

CLEARING, SNAGGING & SHOAL REMOVAL NOTES:

TYPICAL SECTION - CLEARING, SNAGGING, SHOAL REMOVAL & SCOUR PROTECTION

3.0'

60' BOTTOM WIDTH - RT OF CL 0.5'

4.5'

CHANNEL BOTTOM

4) FLATTEN ALL SHARP EDGES TO CREATE A UNIFORMLY GRADED TRANSITION TO THE

3) EXCAVATE TO WITHIN +1.5FT AND -0.0FT OF LOWEST EX. CHANNEL ELEVATION (THALWEG).

RAINWATER DOES NOT POND ON TOP OF BANK.

2) DO NOT BLOCK EX. DRAINAGE WITH EXCAVATED MATERIAL; PLACE MATERIAL SUCH THAT

FLOW OUTSIDE OF DISPOSAL AREAS OR BACK INTO THE CHANNEL.

1) CONTRACTOR SHALL PLACE EXCAVATED MATERIAL SUCH THAT IT WILL NOT SLIDE OR

CLEARING, SNAGGING & SHOAL REMOVAL NOTES:

EX. GROUND

EXCAVATION AREA

EL. = 284.5

DESIGN GRADE

EL. = 284.8

DESIGN GRADE

EL. = 285.1

DESIGN GRADE

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

2034+11

EXCAVATED AREA: 160

EXCAVATED AREA: 142

EXCAVATED AREA: 233

CL. 1995+70/BL. 3309+14

CL. 2013+32/BL. 3326+77

CL. 2029+15/BL. 3342+61

EAST

WEST

0102030405060708090100110120130140150160170180190200210220230240250260270280290300310320330340350 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 -160 -170 -180 -190 -200 -210 -220 -230 -240 -250 -260 -270 -280 -290 -300 -310 -320 -330 -340 -350

(TYP.)

EME LIMITS

(TYP.)

EME LIMITS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:58:50 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-301

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

1960+44

EXCAVATED AREA: 247

EXCAVATED AREA: 31

EXCAVATED AREA: 70

EXCAVATED AREA: 68

CL. 1936+19/BL. 3249+65

CL. 1942+92/BL. 3256+36

CL. 1978+12/BL. 3291+56

EL. = 283.8

EX. GROUND

EXCAVATION AREA

EL. = 283.3

DESIGN GRADE

EL. = 283.4

DESIGN GRADE

EL. = 284.1

DESIGN GRADE

(TYP.)

EME LIMITS

(TYP.)

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:58:54 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-302

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

30'0 15'

VERTICAL SCALE: 1"=15

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 275

EXCAVATED AREA: 228

EXCAVATED AREA: 343

EXCAVATED AREA: 269

CL. 1916+18/BL. 3229+62

CL. 1921+18/BL. 3234+63

CL. 1926+18/BL. 3239+64

CL. 1931+18/BL. 3244+62

EX. GROUND

EXCAVATION AREA

EL. = 282.9

DESIGN GRADE

EL. = 283.0

DESIGN GRADE

EL. = 283.1

DESIGN GRADE

EL. = 283.2

DESIGN GRADE

(TYP.)

EME LIMITS

(TYP.)

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:58:57 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-303

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

30'0 15'

VERTICAL SCALE: 1"=15

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 336

EXCAVATED AREA: 110

EXCAVATED AREA: 277

EXCAVATED AREA: 110

CL. 1896+10/BL. 3209+74

CL. 1906+29/BL. 3220+26

CL. 1911+18/BL. 3224+58

EX. GROUND

EXCAVATION AREA

EL. = 282.5

DESIGN GRADE

EL. = 282.6

DESIGN GRADE

EL. = 282.7

DESIGN GRADE

EL. = 282.8

DESIGN GRADE

CL. 1901+14/BL. 3214+99

SKEW 15°

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:59:00 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-304

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 348

EXCAVATED AREA: 382

EXCAVATED AREA: 249

EXCAVATED AREA: 139

CL. 1876+20/BL. 3189+90

CL. 1881+09/BL. 3194+76

CL. 1886+06/BL. 3199+66

CL. 1891+11/BL. 3204+76

EAST

EX. GROUND

EXCAVATION AREA

EL. = 282.1

DESIGN GRADE

EL. = 282.2

DESIGN GRADE

EL. = 282.3

DESIGN GRADE

EL. = 282.4

DESIGN GRADE

EL. = 307.2

OFFSET = 123.1'

CONSTRUCT 30' BERM/BENCH

CONTRACTOR SHALL

(TYP.)

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:59:03 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-305

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 330

EXCAVATED AREA: 220

EXCAVATED AREA: 234

EXCAVATED AREA: 212

CL. 1838+10/BL. 3151+78

CL. 1855+70/BL. 3169+35

CL. 1864+66/BL. 3178+37

CL. 1869+49/BL. 3183+18

EX. GROUND

EXCAVATION AREA

EL. = 281.5

DESIGN GRADE

EL. = 281.8

DESIGN GRADE

EL. = 281.9

DESIGN GRADE

EL. = 282.0

DESIGN GRADE

EL. = 306.5

OFFSET = 119.0'

CONSTRUCT 30' BERM/BENCH

CONTRACTOR SHALL

(TYP.)

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:59:06 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-306

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

30'0 15'

VERTICAL SCALE: 1"=15

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 185

EXCAVATED AREA: 260

EXCAVATED AREA: 306

CL. 1767+66/BL. 3081+21

CL. 1802+86/BL. 3116+37

CL. 1820+47/BL. 3134+11

EAST

WEST

EX. GROUND

EXCAVATION AREA

EL. = 280.2

DESIGN GRADE

EL. = 280.8

DESIGN GRADE

EL. = 281.1

DESIGN GRADE

EL. = 305.2

OFFSET = 124.0'

CONSTRUCT 30' BERM/BENCH

CONTRACTOR SHALL

EL. = 305.8

OFFSET = 118.5'

CONSTRUCT 30' BERM/BENCH

CONTRACTOR SHALL

EL. = 306.1

OFFSET = 120.9'

CONSTRUCT 30' BERM/BENCH

CONTRACTOR SHALL

(TYP.)

EME LIMITS

(TYP.)

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:59:10 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-307

ORIENTED TO LOOK DOWN STREAM

1) CROSS SECTIONS ARE

NOTES:

30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 214

EXCAVATED AREA: 197

EXCAVATED AREA: 81

EXCAVATED AREA: 154

CL. 1697+26/BL. 3010+79

CL. 1714+86/BL. 3028+38

CL. 1732+46/BL. 3045+97

CL. 1750+06/BL. 3063+60

EX. GROUND

EXCAVATION AREA

EL. = 279.0

DESIGN GRADE

EL. = 279.3

DESIGN GRADE

EL. = 279.6

DESIGN GRADE

EL. = 279.9

DESIGN GRADE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:59:13 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-308

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

DOWN STREAM

ORIENTED TO LOOK

1) CROSS SECTIONS ARE

NOTES:

CLEARING/CONSTRUCTION LIMITS

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 86

EXCAVATED AREA: 145

EXCAVATED AREA: 157

EXCAVATED AREA: 183

CL. 1626+72/BL. 2940+37

CL. 1644+30/BL. 2957+93

CL. 1661+90/BL. 2975+55

CL. 1679+67/BL. 2993+12

EX. GROUND

EXCAVATION AREA

EL. = 277.8

DESIGN GRADE

EL. = 278.1

DESIGN GRADE

EL. = 278.4

DESIGN GRADE

EL. = 278.7

DESIGN GRADE

(TYP.)

EME LIMITS

(TYP.)

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:59:16 AM 4/14/2020

O P

C R

O S

S S

E C

N S

C-309 30'0 15'

VERTICAL SCALE: 1"=15

HORIZONTAL SCALE: 1"=30

60'0 30'

SCALE: HORIZONTAL: 1"=30' VERTICAL 1"=15'

DITCH 1 UPPER CROSS SECTIONS

DOWN STREAM

ORIENTED TO LOOK

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

E N

U M

F F G

A F F

M P

T R

N M

M E

M P

E N

A M

S T F

R A

N C

A S

C H U

P P

E R C

H A

N N

E L C

L E

A N

O U

P E

C O

T C

O N

E W M

A D

T O

D D

A R

D C

O M

O U

R I

J E

F F G

A F F

O R

D P .E

J O

S H G

N N

I, P .E

D O

N A

L D S

C A

L L

A H

A N P .E

EXCAVATED AREA: 187

EXCAVATED AREA: 221

EXCAVATED AREA: 79

EXCAVATED AREA: 146

CL. 1556+32/BL. 2870+02

CL. 1573+91/BL. 2887+60

CL. 1591+50/BL. 2905+17

CL. 1609+10/BL. 2922+77

EX. GROUND

EXCAVATION AREA

EL. = 276.6

DESIGN GRADE

EL. = 276.9

DESIGN GRADE

EL. = 277.2

DESIGN GRADE

EL. = 277.5

DESIGN GRADE

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File details come from the government source that posted it. Updated Sep 2, 2020.