FM57 - ADVERTISEMENT - 3 OF 3.PDF

PDF 39 MB Posted May 12, 2021

Attached to: Rehabilitate Burma Road - Fort McCoy, Wisconsin
Solicitation number: W9128F21B0008
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This advertisement solicits bids for a construction project to rehabilitate Burma Road at Fort McCoy in Wisconsin. The Department of the Army Corps of Engineers Engineering District Omaha seeks to award a contract for repair work along Burma Road including resurfacing sections, replacing drainage structures, and repairing shoulders. Interested bidders may submit proposals through July 15, 2021. The solicitation is open to both large businesses and small businesses. The advertisement provides contact information for additional details on procurement requirements and specifications.

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Other files

File	Type	Posted
Abstract of Offers 21-B-0008.pdf	PDF	Jun 23, 2021
W9128F-21-B-0008-Am_0002.pdf	PDF	Jun 15, 2021
W9128F-21-B-0008-Am_0001.pdf	PDF	Jun 2, 2021
SPECS_W9128F-21-B-0008_Burma-Road.pdf	PDF	May 12, 2021
FM57 - ADVERTISEMENT - 2 OF 3.PDF	PDF	May 12, 2021
FM57 - ADVERTISEMENT - 1 OF 3.PDF	PDF	May 12, 2021

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S O

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R

D A

T E

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D B

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C A

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D E

S C

C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A P

NO SCALE

(MIN.)

FINAL BACKFILL

(MIN.)

BEDDING BEDDING

(MIN.)

FINAL BACKFILL

(MIN.)

BEDDING

(MIN.)

FINAL BACKFILL

(MIN.)

BEDDING

(MIN.)

FINAL BACKFILL

BEDDING

(MIN.)

FINAL BACKFILL

(MIN.)

BEDDING

FINAL BACKFILL

(MIN.)(MIN.)

CB /6 B /6CC

CB /3

C C C

C C

C C C

B /6 B /6C C C

CB /3

B /6 B /6

B /3

B /6 B /6

B /3

B /6 B /6

B /3

C C C

C C

CC CB /6 B /6

B /3

FINAL BACKFILL

B + 8" MIN.

BACKFILL

INITIAL

D, 4" MIN.4

B4 1 B2

B + 8" MIN. B + 8" MIN.

BACKFILL

INITIAL

BACKFILL

INITIAL

1/6 B

B B

C C C

CCC

FINAL BACKFILL FINAL BACKFILL

B ,4" MIN.4

B ,4" MIN.8

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

CONCRETE CIRCULAR PIPE BEDDING DETAILS

NO SCALE

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

CONCRETE ARCH PIPE BEDDING DETAILS

NO SCALE

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

CONCRETE HORIZONTAL ELLIPTICAL PIPE BEDDING DETAILS

CONCRETE PIPE BEDDING NOTES:

THICKNESS SHALL BE INCREASED TO 6 INCHES IN ROCK CUTS.

1. MINIMUM BEDDING THICKNESS SHALL BE 3 INCHES. MINIMUM BEDDING

LEGEND:

D = INSIDE PIPE DIAMETER

B = OUTSIDE PIPE DIAMETER

CLASS A CLASS B CLASS C

NOTES:

OF PIPE.

PIPE OR COATED OR WRAPPED PIPE AND 1-1/2" FOR ALL OTHER TYPES

2. MAXIMUM PARTICLE SIZE IN INITIAL BACKFILL SHALL BE 1/2" FOR PLASTIC

1. SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS.

NO SCALE

PIPE BEDDING DETAILS

GENERAL NOTES:

SHALL BE AS SPECIFIED IN ASTM D 2321.

4. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES

OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.

STEEL PIPES SHALL BE AS SPECIFIED IN SECTION 26, DIVISION II

3. MINIMUM COVER FOR CONSTRUCTION LOADS OVER CORRUGATED

TO PASS OVER THEM DURING CONSTRUCTION.

OF COVER PRIOR TO PERMITTING HEAVY CONSTRUCTION EQUIPMENT

2. CONCRETE PIPES SHALL BE PROTECTED BY A MINIMUM OF 3 FEET

SPECIFICATIONS.

SECTION 01400 SPECIAL SAFETY REQUIREMENTS OF THE

1. EXCAVATION AND TRENCHING SHALL BE IN ACCORDANCE WITH

SIDEBSIDE

CLEARANCE

TRENCH WIDTH

FINAL BACKFILL

SIDE B SIDE

STRUCTURAL BACKFILL WIDTH

FINAL BACKFILL

S T

R U

C T

U R

A L B

A C

K F

FINAL BACKFILL

TRENCH WIDTH

BSIDE

SIDE SIDE

TRENCH WIDTH

FINAL BACKFILL

B SIDE

E E

M B

E D

M E

N T

SIDE B

TRENCH WIDTH

SIDE

E E

M B

E D

M E

N T

SIDE B

EMBEDMENT WIDTH

SIDE

H A

U N

C H

Z O

N E

E Z

O N

PLASTIC PIPE BEDDING NOTES:

CORRUGATED STEEL PIPE BEDDING NOTES:

S T

R U

C T

U R

A L

B A

C K

S T

R U

C T

U R

A L

B A

C K

B A

C K

S T

R U

C T

U R

A L

FINAL BACKFILL FINAL BACKFILL

B A

C K

CLEARANCE CLEARANCE CLEARANCE

CLEARANCE CLEARANCE CLEARANCE CLEARANCE

C C

CLEARANCE CLEARANCE CLEARANCE CLEARANCE

B A

C K

E Z

O N

Z O

N E

H A

U N

C H

NO SCALE

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

CORRUGATED STEEL CIRCULAR PIPE BEDDING DETAILS

NO SCALE

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

CORRUGATED STEEL ARCH PIPE BEDDING DETAILS

2. BEDDING DEPTH SHALL BE INCREASED TO 6" IN ROCK CUTS.

GRANULAR MATERIAL.

18 INCHES IN DIAMETER. STRUCTURAL BACKFILL SHALL CONSIST OF

12 TO 18 INCHES IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN

1. STRUCTURAL BACKFILL SIDE CLEARANCE SHALL BE 12 INCHES FOR PIPES

NO SCALE

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

PLASTIC PIPE BEDDING DETAILS

2. BEDDING DEPTH SHALL BE INCREASED TO 6" IN ROCK CUTS.

IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN 18 INCHES IN DIAMETER.

1. EMBEDMENT SIDE CLEARANCE SHALL BE 12 INCHES FOR PIPES 12 TO 18 INCHES

SPRINGLINESPRINGLINE

OUTER BEDDING

MIDDLE BEDDING

SPRING LINE

MATERIAL

SELECT GRANULAR

MATERIAL

SELECT GRANULAR

2000 PSI F' (MIN.)

CONCRETE CRADLE

TRENCH WALL

VERTICAL

BACKFILL

STRUCTURAL

4" MIN. BEDDING 4" MIN. BEDDING

BACKFILL

STRUCTURAL

TRENCH WALL

SLOPING

4" MIN. BEDDING

BACKFILL

STRUCTURAL

ZONE

CORNER SUPPORT

ZONE

SUPPORT

CORNER

4" MIN. BEDDING

ZONE

SUPPORT

CORNER

BACKFILL

STRUCTURAL

WALL

TRENCH

VERTICAL

ZONE

SUPPORT

CORNER

WALL

TRENCH

SLOPING

HAUNCHING

4" MIN. BEDDING

HAUNCHING

4" MIN. BEDDING

WALL

TRENCH

VERTICAL

TRENCH WALL

SLOPING

AS REQUIRED

EXCAVATION LINE

HAUNCH

OUTER BEDDING

MIDDLE BEDDINGOUTER BEDDING

HAUNCH

OUTER BEDDINGOUTER BEDDING

MIDDLE BEDDING

AS REQUIRED

EXCAVATION LINE

AS REQUIRED

EXCAVATION LINE

HAUNCH

OUTER BEDDING

MIDDLE BEDDING

SPRING LINE

HAUNCH

OUTER BEDDING

MIDDLE BEDDING

SPRING LINE

HAUNCH

OUTER BEDDING

MIDDLE BEDDING

SPRING LINE

HAUNCH

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C G

.d g n

R M

A R

O A

F O

R T M

C C

O Y

C O

D M

B W

C D

CG501

A N

S I

W F

D A

V E

N P

O R

L V

E R

T D

E T

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

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A P

P R

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B E

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B M

T E

D B

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C A

L E

P L

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A T

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M A

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D E

S C

C O

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R A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

NO SCALE

END SECTION FOR CORRUGATED HDPE PIPE

PLAN

END VIEWSECTION C-C

TYPICAL CONNECTIONS

PLAN ELEVATIONS

PLAN

END VIEWEND VIEW SECTION B-BSECTION A-A

NO SCALE

CONCRETE JOINT FASTENER DETAILS

NO SCALENO SCALE

NO SCALE

END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPEEND SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE

END SECTION FOR ROUND AND ARCH CORRUGATED METAL PIPE CULVERTS

C C

2'-7" *

2'-5"5"

1 INCH DIA. HOLES

LOCATION OF

SPAN

A A

DIAMETER

AWA

OR SPAN

" 2

HOLES FOR TOE

PLATE, AT 12" C.C.

MAX SPACING MAX SPACING

PLATE, AT 12" C.C.

HOLES FOR TOE

NOTES:

SECTION LENGTHS SHALL BE INCLUDED IN THE 15 LF REQUIREMENT.

OUTLET END OF THE PIPE ARE MECHANICALLY LOCKED TOGETHER. END

SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE

3. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON THE DRAWINGS,

SECTION WITH 3/8" GALVANIZED BOLTS, NUTS AND WASHERS.

AS END SECTIONS. TOE PLATE SHALL BE FIELD-BOLTED TO END

FOR CORRUGATED STEEL PIPE AND SHALL BE THE SAME THICKNESS

2. GALVANIZED TOE PLATE SHALL BE REQUIRED ON END SECTIONS

VARIATIONS.

SHOWN ON THE TABLES DUE TO DIFFERENT MANUFACTURER'S

1. DIMENSIONS OF END SECTIONS MAY VARY SLIGHTLY FROM THOSE

THICKNESS

18 8

21 9

24 10

30 12

36 14

42 16

48 18

54 18

60 18

66 18

7 8 6 26

A B H L

30 40

W T

DIMENSIONS IN INCHES

(INCHES)

PIPE DIAM.

(INCHES)

0.064

0.079

0.109

ROUND PIPE

72 18

78 18

84 18

0.109

THICKNESS

7 10 6 23

A B H L

36 46

W T

DIMENSIONS IN INCHES

(INCHES)(INCHES)

0.064

0.079

0.109

ARCH PIPE

(1"*) (MAX.) (1"*) (1.5"*)

SPAN X RISE

21 X 15

24 X 18

28 X 20

35 X 24

42 X 29

49 X 33

57 X 38

64 X 43

71 X 47

(2"*)

12 6 6 6 21 24 340.064

PIPE DIAM.

55 54

L E

DIMENSIONS IN INCHES

(INCHES)

45 46

33 4212

CORRUGATED HDPE ROUND PIPE

(INCHES)

72 TO 84

PIPE DIAMETER F

(INCHES)

18 TO 30

36 TO 42

48 TO 60

9 33 72 48

A C L E

DIMENSIONS IN INCHES

(INCHES)

SPAN X RISE

30 X 19

38 X 24

45 X 29

53 X 34

60 X 38

68 X 43

76 X 48

REINFORCED CONCRETE ELLIPTICAL PIPE

PIPE DIAM.

10 48 78 36

A C L E

DIMENSIONS IN INCHES

(INCHES)

REINFORCED CONCRETE ROUND PIPE

72 108

6 48 73 30

4 48 72 2412

TOE PLATE (FIELD-BOLTED)TOE PLATE (FIELD-BOLTED)

ARCH PIPE.

ALSO FOR CORRUGATED METAL

REROLLED ANNULAR ENDS.

HELICALLY FORMED PIPE WITH

ANNULAR CORRUGATIONS OR

84-INCH ROUND PIPE WITH

FOR 42-INCH THROUGH

REROLLED ANNULAR ENDS

HELICALLY FORMED PIPE WITH

ANNULAR CORRUGATIONS OR

36-INCH ROUND PIPE WITH

FOR 30-INCH THROUGH

REROLLED ANNULAR ENDS

HELICALLY FORMED PIPE WITH

ANNULAR CORRUGATIONS OR

24-INCH ROUND PIPE WITH

FOR 18-INCH THROUGH

TYPE 3TYPE 2TYPE 1

TWO ANCHOR BOLTS ARE REQUIRED PER JOINT

EPOXY PAINT OR APPROVED EQUAL

ROD LUG SHALL BE COATED WITH COAL-TAR,

NUTS AND WASHERS, MILD STEEL, ASTM A 307.

3/4-INCH GALVANIZED ANCHOR BOLTS,

HOLDER

ROD

LUG

CONNECTOR

OR ACCEPTABLE EQUIV.

1/2" DIA. THREADED ROD

OR ACCEPTABLE EQUIV.

1/2" DIA. THREADED ROD

APPROVED EQUAL

ROD LUG, OR

3/4" CANOPY TYPE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C G

R M

A R

O A

F O

R T M

C C

O Y

C O

B W

C D

CG502

A N

S I

W F

D A

V E

N P

O R

L V

E R

T D

E T

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C G

R M

A R

O A

F O

R T M

C C

O Y

C O

B W

C D

CG701

D A

V E

N P

O R

K B

S U

P E

R E

L E

V A

N E

V E

N T P

T S

A N

S I

W F

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C G

R M

A R

O A

F O

R T M

C C

O Y

C O

S I

W F

W C

CG702

D A

V E

N P

O R

K B

S U

P E

R E

L E

V A

N E

V E

N T P

+BURMA-07

895.5

Z= 895.532

Y= 737809.773

X= 1778582.319

SET TYPE G MONUMENT

BURMA-07

ANYTIME

NO PARKING

ANCHORAGE

FENCE GUY

TACTICS

PAINTBALL

NET FENCE

12 FT

NET FENCE

12 FT

NET FENCE

12 FT

ANCHORAGE

FENCE GUY

925 925

965 970

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

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C C

O Y

C O

N S

D M

B W

C D

CE101

A R

E A

D A

V E

N P

O R

K B

C O

N T

R O

L P

L A

S E

E N

T A

N D E

R O

A N

S I

W F

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

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B E

S U

B M

T E

D B

P L

O T S

C A

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P L

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A T

D A

T E

M A

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D E

S C

C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

11100'0 50'

BLANKET (TYP.)

EROSION CONTROL

LEGEND

ALONG CONTOUR EL. 930

PLACE STRAW WATTLE

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

CIP CULVERT INLET PROTECTION

FENCE (TYP.)

SILT

EL. 940, AND EL. 950

ALONG CONTOURS EL. 930,

PLACE STRAW WATTLES

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00

0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50 11+50 12+50 13+50

ALONG CONTOUR EL. 935

PLACE STRAW WATTLE

THICKNESS "T" = 30"

PIPE DIA. "D" = 36"

HEAVY RIPRAP

SCOUR HOLE

PLACE PREFORMED

100'0 50'

BLANKET (TYP.)

EROSION CONTROL

PLACE RIPRAP TRENCH

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

FENCE (TYP.)

SILT

EL. 940, AND EL. 950

ALONG CONTOURS EL. 930,

PLACE STRAW WATTLES

13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

21+00 22+00

23+00

24+00

12+50 13+50 14+50 15+50 16+50 17+50 18+50 19+50 20+50 21+50

22+50

23+50

24+

ALONG CONTOUR EL. 950

PLACE STRAW WATTLE

EL. 945 AND EL. 955

ALONG CONTOURS

PLACE STRAW WATTLES

PLACE RIPRAP TRENCH

P L A

C E R

R A P T

R E

N C

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

104010

80 108

40104

75 1

0 1080

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50'

BLANKET (TYP.)

EROSION CONTROL

PLACE RIPRAP TRENCH

SILT FENCE (TYP.)

LEGEND

EL. 1125 AND EL. 1115

ALONG CONTOURS EL. 1135,

PLACE STRAW WATTLES

EL. 1135 AND EL. 1125

ALONG CONTOURS

PLACE STRAW WATTLES

ALONG CONTOUR EL. 1125

PLACE STRAW WATTLE

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

ALONG CONTOUR EL. 1110

PLACE STRAW WATTLE

40+00 41+00 42+00 43+00

44+00

45+00

46+00 47+00

48+0

49+

50+

51+

52+00 53+00

54+00

39+50 40+50 41+50 42+50 43+50

44+50

45+50

46+50 47+50

48+

49+

50+

51+50 52+50

53+50

54+50

EL. 1030 TO EL. 1100

AT 10' INTERVALS

PLACE STRAW WATTLES

EL. 1035 TO EL. 1095

AT 10' INTERVALS

PLACE STRAW WATTLES

EL. 1070 TO EL. 1110

AT 10' INTERVALS

PLACE STRAW WATTLES

PLACE RIPRAP TRENCH

100'0 50'

BLANKET (TYP.)

EROSION CONTROL

SILT FENCE (TYP.)

PLACE RIPRAP TRENCH

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

26+00

27+00

28+00

29+00 30+0

33+

34+00

35+00

36+00

37+00

38+00 39+00

40+00

25+50

26+50

27+50

28+50 29+50

30+

33+50

34+50

35+50

36+50

37+50

38+50

39+50

40+50

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE102

A R

E A

D A

V E

N P

O R

K B

C O

N T

R O

L P

L A

S E

E N

T A

N D E

R O

A N

S I

W F

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

WOOD FENCE

5 FT

Z= 1135.144

Y= 743194.438

X= 1776308.014

SET TYPE G MONUMENT

BURMA-01

AHEAD

STOP

YIELD

DANGER

M293

M292

M291

DANGER

5DANGER

DANGER

+DROP

DANGER

GATE

DANGER

STOP

CK69

CK BURMA-01

CK71

CK BURMA-01

CK287

CK BURMA-01

CK179

CK BURMA-01

CK163

CK BURMA-01

CK19

CK295

CK BURMA-01

CK164

CK BURMA-01

CK17

CK BURMA-01

CK82

CK BURMA-01

+BURMA-01

DANGER

INTERSECTION

HILL & T

DANGER

AHEAD

GATE

WARNING

XING

TANK

WOOD FE

NCE

5 F T

AHEAD

STOPSTOP

YIELD

TURN

LEFT

XING

TANK

STOP

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

+BURM

A-01

INTERSECTION

HILL & T

DANGER

AHEAD

GATE

WARNING

XIN

TANK

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50'

PLACE RIPRAP TRENCH

BLANKET (TYP.)

EROSION CONTROL

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

ALONG CONTOUR EL. 980

PLACE STRAW WATTLE

67+00

68+00

69+00

70+00

71+00

72+00 73+00 74+00

75+

76+

80+

81+00

66+50

67+50

68+50

69+50

70+50

71+50 72+50 73+50

74+5

75+

79+

80+5

81+50

STA. 65+50 TO STA. 66+00

PLACE RIPRAP TRENCH

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

CE103

W C

A R

E A

D A

V E

N P

O R

K B

C O

N T

R O

L P

L A

S E

E N

T A

N D E

R O

A N

S I

W F

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

100'0 50'N

PLACE RIPRAP TRENCH

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

56+50

54+00

55+00

56+00 57+00

58+

59+

60+

61+

62+

63+00 64+00

65+00 66+00 67+00 68+00

53+50

54+50

55+50 57+

58+

59+

60+

61+

62+5

63+50 64+50 65+50 66+50 67+50 68+50

STA. 65+50 TO STA. 66+00

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

DANGER

+POW

DANGER

5 +

+POW

5+POW

+POW

DANGER

GATE

AHEAD

STOP

0 11

5 1

0 11

114011

+POW

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50'

BLANKET (TYP.)EROSION CONTROL

SILT FENCE (TYP.)

PLACE RIPRAP TRENCH

LEGEND

EL. 1040 AND EL. 1030

ALONG CONTOURS EL. 1050,

PLACE STRAW WATTLES

EL. 1010 AND EL. 1000

ALONG CONTOURS

PLACE STRAW WATTLES

EL. 1010 AND EL. 1000

ALONG CONTOURS EL. 1020,

PLACE STRAW WATTLES

EL. 1055 AND EL. 1045

ALONG CONTOURS EL. 1065,

PLACE STRAW WATTLES

EL. 1085 AND EL. 1075

ALONG CONTOURS

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

CIP CULVERT INLET PROTECTION

ALONG CONTOUR EL. 980PLACE STRAW WATTLE

EL. 990, AND EL. 980

EL. 1010, EL. 1000,

ALONG CONTOURS

PLACE STRAW WATTLES

ALONG CONTOUR EL. 980

PLACE STRAW WATTLE

EL. 1085 AND EL. 1075

ALONG CONTOURS

PLACE STRAW WATTLES

81+

82+00

83+00 84+00

85+00 86+00 87+00 88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

80+

81+5

82+50 83+50

84+50 85+50 86+50 87+50

88+50

89+50

90+50

91+50

92+50

93+50

94+50

EL. 1045 TO EL. 1065

AT 10' INTERVALS

PLACE STRAW WATTLES

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

PLACE RIPRAP TRENCH

TRENCH

PLACE RIPRAP

100'0 50'

BLANKET (TYP.)

EROSION CONTROL

SILT FENCE (TYP.)

LEGEND

EL. 1105 AND EL. 1095

ALONG CONTOURS

PLACE STRAW WATTLES

EL. 1145, 1135 AND EL. 1125

ALONG CONTOURS

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

95+00 96+00

97+00

98+

99+00 100+00

101+00

102+

105+

94+50 95+50 96+50

97+5

98+

99+50 100+50

101+50

104+

105+50

EL. 1075 TO EL. 1115

AT 10' INTERVALS

PLACE STRAW WATTLES

TRENCH

PLACE RIPRAP

TRENCH

PLACE RIPRAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

10 11 12 13 14 15 16 17 18 19 20 21 22

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE104

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

N 9 100'0 50'

BLANKET (TYP.)

EROSION CONTROL

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

105+

106+00

107+00

108+00

109+00

110+00

104+

105+50

106+50

107+50

108+50

109+50

BLANKET (TYP.)

EROSION CONTROL

MARKER

COMMUNICATION

3 +

DANGER

STOP

MARKER

COMMUNICATION

DIRECTIONS

TWO

STOP

YIELD

DANGER

+POW

R-10

CABLE FENCE

FT 2

1 3

FLAG POLE

DANGER

10301030

+POW

5 +POW

+POW

MARKER

COMMUNICATION

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

0 1

S T

A . 1

5 P I

S T

A . 1

P I

S T

A . 1

P I

S T

A . 1

P I

100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

EL. 1130 AND EL. 1120

ALONG CONTOURS EL. 1140,

PLACE STRAW WATTLES

EL. 1120 AND EL. 1110

ALONG CONTOURS

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

CIP CULVERT INLET PROTECTION

EL. 110

0 ALONG CONTOUR

PLACE STRAW WATTLE

EL. 1095, AND EL. 1105

EL. 1075, EL. 1085,

ALONG CONTOURS

PLACE STRAW WATTLE

EL. 111

0 ALONG CONTOUR

PLACE STRAW WATTLE

EL. 1140

ALONG CONTOUR

PLACE STRAW WATTLE

THICKNESS "T" = 30"

PIPE DIA. "D" = 18"

HEAVY RIPRAP

SCOUR HOLE

PLACE PREFORMED

PLACE RIPRAP TRENCH

TRENCH

PLACE RIPRAP

T A . 1

5 P I

S T

A . 1

P I

100'0 50'

BLANKET (TYP.)

EROSION CONTROL

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

CIP CULVERT INLET PROTECTION

ALONG CONTOUR EL. 1090

PLACE STRAW WATTLES

AND EL. 1040

ALONG CONTOURS EL. 1050

PLACE STRAW WATTLES

CIP

EL. 1100

ALONG CONTOUR

PLACE STRAW WATTLE

EL. 1110

ALONG CONTOUR

PLACE STRAW WATTLE

EL. 1050

ALONG CONTOUR

PLACE STRAW WATTLE

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE105

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

1000 1000

DANGER

DIRECTIONS

TWO

STOP

YIELD

DANGER

MARKER

COMMUNICATION

DANGER

AHEAD

STOP

DANGER

FLAG POLE

DANGER

MARKER

POWER

MARKER

COMMUNICATION

MARKER

COMMUNICATION

FLAG POLE

+POW

DANGER

R012E

DANGER

R-12

GATE

STOP

DANGER

MARKER

POWER

+POW

5 9

+POW

DANGER

MARKERS

COMMUNICATION

DANGER

CK BURM

A-02

CK BURM

A-02

+POW

+BURM

A-02

+POW

FLAG POLE

+POW

DANGER

GATE

Z= 999.480

Y= 750870.382

X= 1775829.454

SET TYPE G MONUMENT

BURMA-02

10201

DANGER 1025

GATE

DANGER

R-11

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

N 100'0 50'

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

CIP CULVERT INLET PROTECTION

THICKNESS "T" = 30"

PIPE DIA. "D" = 36"

HEAVY RIPRAP

SCOUR HOLE

PLACE PREFORMED

PLACE RIPRAP TRENCH

S T

A . 1

P I

100'0 50'N

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

CIP CULVERT INLET PROTECTION

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE106

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

FLAG POLE

MARKER

POWER

DANGER

FLAG POLE

+POW

R012E

DANGER

R-12

GATE

STOP

MARKER

POWER

+POW

MARKERS

COMMUNICATION

DANGER

GATEDANGER

DANGER

MARKER

COMMUNICATION

GATE

MP 304

OP-13A

CURVE

WINDING

DANGER

FLAG POLE

GATE

MP 304

OP-13A

CURVE

WINDING

DANGER

MARKER

COMMUNICATION

DANGER

MARKER

POWER

DANGER

1100 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

N 100'0 50'

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

PLACE RIPRAP TRENCH

S T

A . 1

P I

N100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

ALONG CONTOUR EL. 1075 AND EL. 1065

PLACE STRAW WATTLES

CIP CULVERT INLET PROTECTION

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE107

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

01100

DANGER

+POW

DANGER

+POW

MARKER

COMMUNICATION

11251130

1135 11

1145 1145

1155 1

CK BURM

A-03

CK BURM

A-03

BURM

A 3 STATIC

BURM

A 3 STATIC BURM

A-03

Z= 1161.970

Y= 756251.407

X= 1775957.681

SET TYPE G MONUMENT

BURMA-03

CK BURM

A-03

CK BURM

A-03

0 1040

DANGER

+POW

DANGER

DANGER1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

N 100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

EL. 1155 AND EL. 1145

ALONG CONTOURS EL. 1165,

PLACE STRAW WATTLES

EL. 1190 AND EL. 1180

ALONG CONTOURS

PLACE STRAW WATTLES

EL. 1160 AND EL. 1150

ALONG CONTOURS EL. 1170,

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

EL. 1160 AND EL. 1150

ALONG CONTOURS

PLACE STRAW WATTLES

ALONG CONTOUR EL. 1135

PLACE STRAW WATTLE

EL. 1150

ALONG CONTOUR

PLACE STRAW WATTLE

CIP CULVERT INLET PROTECTION

CIP

192+00

193+00

194+00

195+00

196+00

197+00

198+00

199+00

200+00

+00

204+

205+00 206+00

207+00

191+50

192+50

193+50

194+50

195+50

196+50

197+50

198+50

199+50 200+

+50

204+50 205+50

206+50

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

PLACE RIPRAP TRENCH

TRENCH

PLACE RIPRAP

TRENCH

PLACE RIPRAP

TRENCH

PLACE RIPRAP

100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

EL. 1130 AND EL. 1120

ALONG CONTOURS EL. 1140,

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

CIP

EL. 1050 TO EL. 1090

10 FOOT INTERVALS,

PLACE STRAW WATTLES

WATTLE EL. 1045

PLACE STRAW

CIP

206+00 207+00

208+00 209+00

210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00

205+50 206+50

207+50

208+50 209+50

210+50 211+50 212+50 213+50 214+50 215+50 216+50 217+50 218+50 219+50

EL. 1055 TO EL. 1095

10 FOOT INTERVALS,

PLACE STRAW WATTLES

THICKNESS "T" = 30"

PIPE DIA. "D" = 36"

HEAVY RIPRAP

SCOUR HOLE

PLACE PREFORMED

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

THICKNESS "T" = 30"

PIPE DIA. "D" = 18"

HEAVY RIPRAP

SCOUR HOLE

PLACE PREFORMED

TRENCH

PLACE RIPRAP

TRENCH

PLACE RIPRAP

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE108

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

151015

GATE

DANGER

D A

N G

E R

DANGER

1085 10

DANGER

STOP

DANGER

GATE

DANGER

MARKER

COMMUNICATION

DANGER

+POW

FLAG POLE

+POW

DANGER

CK BURM

A-04

MP-305

+POW

CK BURM

A-04

CK BURM

A-04

+BURM

A-04

CK BURM

A-04

R-16

DANGER

Z= 1021.680

Y= 760390.366

X= 1775974.185

SET TYPE G MONUMENT

BURMA-04

MARKER

POWER

STOP

DANGER

GATE

DANGER

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

EL. 1085 AND EL. 1075

ALONG CONTOURS

PLACE STRAW WATTLES

ALONG CONTOUR EL. 1075

PLACE STRAW WATTLE

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 218+50 219+50 220+50 221+50 222+50 223+50 224+50 225+50 226+50 227+50 228+50 229+50 230+50 231+50 232+50

PLACE RIPRAP TRENCH PLACE RIPRAP TRENCH

PLACE RIPRAP TRENCH

100'0 50' N

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

ALONG CONTOUR EL. 1025

PLACE STRAW WATTLE

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00232+50 233+50 234+50 235+50 236+50 237+50 238+50 239+50 240+50 241+50 242+50 243+50 244+50 245+50 246+50

CIP

THICKNESS "T" = 30"

PIPE DIA. "D" = 30"

HEAVY RIPRAP

SCOUR HOLE

PLACE PREFORMED

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE109

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

+POW

DANGER

+POW

CK BURM

A-04

+POW

CK BURM

A-04

CK BURM

A-04

+BURM

A-04

CK BURM

A-04

MARKER

POWER

DANGER

FLAG POLE

DANGER

MARKER

COMMUNICATION

DANGER

GATE

+POW

DANGER

GATE

+POW

DANGER

MARKER

POWER

DANGER

MP 306

OP-12

FLAG POLE

DANGER1140

DANGER

GATE MARKER

COMMUNICATION

DANGER

100'0 50' N

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

CIP

247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 246+50 247+50 248+50 249+50 250+50 251+50 252+50 253+50 254+50 255+50 256+50 257+50 258+50 259+50 260+50

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

PLACE RIPRAP TRENCH

100'0 50' N

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

EL. 1125 AND EL. 1115

ALONG CONTOURS

PLACE STRAW WATTLES

EL. 1125 AND EL. 1115

ALONG CONTOURS

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

BOTH SIDES OF ROADWAY

EL. 1070 TO EL. 1100,

10 FOOT INTERVALS,

PLACE STRAW WATTLES

261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00

260+50 261+50 262+50 263+50 264+50 265+50 266+50 267+50 268+50 269+50 270+50 271+50 272+50 273+50 274+50

PLACE RIPRAP TRENCH

EL. 1105 AND EL. 1095

ALONG CONTOURS

PLACE STRAW WATTLES

EL. 1105 AND EL. 1095

ALONG CONTOURS

PLACE STRAW WATTLES

EL. 1085

CONTOUR

WATTLE ALONG

PLACE STRAW

EL. 1085

CONTOUR

WATTLE ALONG

PLACE STRAW

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE110

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

Z= 1051.721

Y= 764544.326

X= 1775997.346

SET TYPE G MONUMENT

BURMA-05

STOP

DANGER

MARKER

COMMUNICATION

+BURM

A-05

DANGER

+POW

MARKER

COMMUNICATION

GATE

D A

N G

E R

1070 10

GATE

DIRECTION

CHEVRON

LEFT TURN

STOP AHEAD

DANGER

MP 307 FLAG POLE

CURVE

RIGHT

10451

M208POWER

M276

M277

M275

DANGER

M274

DANGER

1060 1060

DANGER

YIELD

5 1

GATE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50' N

SILT FENCE (TYP.)BLANKET (TYP.)

EROSION CONTROL

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP CULVERT INLET PROTECTION

275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00

274+50 275+50 276+50 277+50 278+50 279+50 280+50 281+50 282+50 283+50 284+50 285+50 286+50 287+50 288+50

PLACE RIPRAP TRENCH

EL. 1085

CONTOUR

WATTLE ALONG

PLACE STRAW

EL. 1085

CONTOUR

WATTLE ALONG

PLACE STRAW

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE111

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

N 100'0 50'

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

CIP

+00

294+

295+00 296+00 297+00

298+00

299+00

300+00

301+00

302+00

303+00

304+00

+50

294+5

295+50 296+50

297+50

298+50

299+50

300+50

301+50

302+50

303+50

THICKNESS "T" = 30"

PIPE DIA. "D" = 24"

HEAVY RIPRAP

MULTIPLE CULVERT OUTLET

SCOUR HOLE AT

PLACE PREFORMED

THICKNESS "T" = 18"

PIPE DIA. "D" = 18"

LIGHT RIPRAP

SCOUR HOLE

PLACE PREFORMED

YIELD

M215POWER

DANGER

101110

M273

M272

DANGER

M209POWER

DANGER

M214POWER

M213POWER

M210POWER

+POWER

M212POWER

117511

11801180

0 1185

DANGER

+POW

MARKER

POWER

DANGER

1070 +

DANGER

90 1090

DANGER

+POW

DANGER

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

EL 1175 AND EL. 1165

ALONG CONTOURS EL. 1185,

PLACE STRAW WATTLES

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

303+00

304+00

305+00

306+00

307+00

308+00 309+00 310+00

311+00

312+00

313+

302+50

303+50

304+50

305+50

306+50

307+50 308+50 309+50

310+50

311+50

312+50

+50

PLACE RIPRAP TRENCH PLACE RIPRAP TRENCH

PLACE RIPRAP TRENCH

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

C D

CE112

C O

N T

R O

L P

L A

A R

E A

D A

V E

N P

O R

K B

S E

E N

T A

N D E

R O

A N

S I

W F

100'0 50'

SILT FENCE (TYP.)

BLANKET (TYP.)

EROSION CONTROL

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

+00

322+00 323+00

324+00

325+00

326+00

327+00

328+00

329+

+50

321+

322+50

323+50

324+50

325+50

326+50

327+50

328+50

M221

POWER

1007 .5

M225

1007 .9

M226

1008 .3

CABLE FENCE

FT 2

1 3

M224

1009 .7J

MP 308

M260

M261

1010 .2

M263

1010 .2

M262

1010 .2

R-17A

FLAG POLE

R17AE

GATE

MARKER

COMMUNICATION

STOP

M222

POWER

1012 .3

M220

POWER

1013 .8

M219

POWER

1013 .9

M217

POWER

1013 .9

M218

POWER

1013 .9

BURMA ROAD

+BURMA-06

1015 .9

Z= 1015.896

Y= 768469.783

X= 1776861.646

SET TYPE G MONUMENT

BURMA-06

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

D M

B W

D C

CE113

A R

E A

S E

E N

T A

N D E

R O

N C

O N

T R

O L P

L A

D A

V E

N P

O R

K B

A N

S I

W F

100'0 50'

SILT FENCE (TYP.)

LEGEND

STRAW WATTLE

SILT FENCE

RIPRAP TRENCH

EROSION CONTROL BLANKET

331+

332+0

+50

331+

332+50

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

ROCK CHECK DAM NOTES:

INLET PROTECTION NOTES:

CAUSE INCONVENIENCE OR DAMAGE.

DO NOT USE WHERE PONDING AROUND THE STRUCTURE MIGHT

WHERE HEAVY CONCENTRATED FLOWS ARE NOT EXPECTED.

4. USE TYPE B INLET PROTECTION ONLY IN SUMP LOCATIONS

3. USE TYPE A INLET PROTECTION IN SUMP LOCATIONS ONLY.

2. USE WIRE MESH WITH 1/2 X 1/2 INCH OPENINGS.

AGGREGATE.

1. FOR GRAVEL FILTERS USE 2 TO 3 INCH DIAMETER COARSE

NO SCALE

ROCK CHECK DAM DETAILS

PROFILE VIEW

DOWNSTREAM VIEW

TYPE 1

DOWNSTREAM VIEW

TYPE 2

FLOW

M A

NO SCALE

INTERCEPTOR DIKE AND SWALE

TRAPEZOIDAL CROSS-SECTION

PARABOLIC CROSS-SECTION

70' MINIMUM

PLAN

NO SCALE

STONE CONSTRUCTION ENTRANCE

SECTION 1

NO SCALE

SILT FENCE NOTES:

SECTION A

SECTION B

FLOW

SECTION A

SECTION B

6'-0" (MAX.)

SPACING

FLOW

VARIES

LOPE

FLOW

VARIES

FLOW

T O

E O

F S

L O

P E

S P

A C

M A

8" TRENCH

A X

INTO GROUND (MIN.)

POST DRIVEN 16"

FLOW

(M A

BELOW GROUND LINE

A DEPTH OF 8" (MIN.)

BURY GEOTEXTILE

OVERFLOW

1'-8"

6'-0"

NO SCALE

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

PLAN

ELEVATION

NOTE:

SPECIFIED ON EROSION CONTROL PLAN.

LOW FLOW CONDITIONS ONLY WHEN

USE DRAINAGE DITCH INSTALLATION FOR

NO SCALE

SILT FENCE INSTALLATION DETAILS

THE SILT FENCE

AROUND THE END OF

WATER FROM FLOWING

LENGTH TO PREVENT

PROVIDE SUFFICIENT

ELEVATION

PLAN

NO SCALE

SILT FENCE INSTALLATION AT TOE OF FILL

SILT FENCE NOTES:

OF FILL IF POST SPACING IS 6 FEET MAXIMUM.

MESH. SUPPORT MESH IS NOT REQUIRED FOR SILT FENCE AT TOE

1. POST SPACING SHOWN IS TYPICAL FOR SILT FENCE WITH SUPPORT

6" (MAX.)

SPACING

STAPLE

NO SCALE

SECTION B-B

NO SCALE

CURB INLET PROTECTION (TYPE D)

BLOCK AND GRAVEL

SECTION C-C

NO SCALE

CURB INLET PROTECTION (TYPE E)

WOODEN WEIR

TO FACILITATE THE REMOVAL OF THE STONE.

USED UNDER THE STONE TO PROVIDE A STABLE FOUNDATION AND

INTO THE SOIL APPROXIMATELY 6 INCHES. GEOTEXTILE MAY BE

3. FOR ADDED STABILITY, THE BASE OF THE CHECK DAM CAN BE KEYED

TOP OF THE DOWNSTREAM DAM.

THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE

2. THE MAXIMUM SPACING BETWEEN THE DAMS SHOULD BE SUCH THAT

ACRES.

SHALL BE USED WHEN THE UPSTREAM DRAINAGE AREA IS 2 TO 10

DRAINAGE AREA IS LESS THAN 2 ACRES. TYPE 2 ROCK CHECK DAMS

1. TYPE 1 ROCK CHECK DAMS SHALL BE USED WHEN THE UPSTREAM

SILT FENCE INSTALLATION DETAIL

TRENCH CONSTRUCTION

8" TO 12"

A X

FLOW

SOIL SLICING CONSTRUCTION

SILT FENCE AREA INLET PROTECTION

INSITU DENSITY.

SHALL BE COMPACTED TO ACHIEVE NO LESS THAN 50% OF ITS ORIGINAL

AND POSTS. THE SOIL ADJACENT TO THE BURIED SILT FENCE GEOTEXTILE

SUFFICIENTLY COMPACT SOIL ADJACENT TO THE INSTALLED GEOTEXTILE

INSTALLING PRE-ASSEMBLED SILT FENCE, CARE SHALL BE TAKEN TO

UPSTREAM SIDE FIRST, AND THEN THE DOWNSTREAM SIDE. WHEN

IMMEDIATELY NEXT TO THE SILT FENCE GEOTEXTILE. COMPACT THE

2. WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL

CONSTRUCTION METHOD.

1. SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL SLICING

AGGREGATE

COARSE

RIPRAP

(OPTIONAL)

GEOTEXTILE

(OPTIONAL)

GEOTEXTILE

POST (MIN.)

3'-0" LONG

POST (MIN.)

3'-0" LONG

(OPTIONAL)

SUPPORT MESH

COMPACTED SOIL

BACKFILLED AND

GEOTEXTILE

(TYP.)

1V ON 2H

(TYP.)

1V ON 2H

BLANKET

CONTROL

EROSION

BLANKET

CONTROL

EROSION

(OPTIONAL)

WASHRACK

GEOTEXTILE

WASHRACK (OPTIONAL)

CRUSHED AGGREGATE

STAPLE

POSTSSTAPLE

CLEARING

LIMITS OF

(UNDISTURBED)

GROUND

EXISTING FRAME

WOOD

2" X 4"

AT CORNERS

GATHER EXCESS

WITH GRATE

AREA INLET

FRAME

GEOTEXTILE

CURB INLET

WATER

FILTERED

WIRE MESH

CONCRETE BLOCKS

USED TO RETAIN

2" X 4" WOOD STUD,

ACCUMULATED SEDIMENT

SEDIMENT LADEN RUNOFF

CURB INLET

CONCRETE BLOCK

GRAVEL FILTER

MESH

WIRE

ALTERNATE WEIGHT

SAND BAG OR

CURB INLET

WIRE MESH

GRAVEL FILTER

OPENING LENGTH)

ACROSS ENTIRE

GRAVEL (EXTENDS

(TYP.)

2" X 4" SPACER

SANDBAG (TYP.)

(TYP.)

2" X 4" ANCHOR

OVERFLOW

EMERGENCY

WIRE MESH

2" X 4" WEIR

AGGREGATE

COARSE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

B W

C D

CE501

E R

O S

N C

O N

T R

O L D

E T

D A

V E

N P

O R

K B

A N

S I

W F

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

NO SCALE

EROSION CONTROL BLANKET DITCH LINING

SECTION

NOTES:

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

1. INSTALLATION OF EROSION CONTROL BLANKET SHALL BE IN

ISOMETRIC

EROSION CONTROL BLANKET

NOTES:

NO SCALE

CULVERT INLET PROTECTION DETAIL

FLOW, CREATING A "HORSESHOE" SHAPE.

6 FEET FROM THE CULVERT IN THE DIRECTION OF INCOMING

4. THE PLACEMENT OF SILT FENCE SHALL BE APPROXIMATELY

3. MAXIMUM SPACING OF STAKES SHALL BE 3 FEET.

2. GEOTEXTILE FABRIC SHALL BE EXTRA STRENGTH.

EXCEED 34 INCHES.

OPENING) SHALL BE A MINIMUM OF 16 INCHES AND SHALL NOT

1. THE HEIGHT OF THE SILT FENCE (IN FRONT OF THE CULVERT

NO SCALE

SILT FENCE INSTALLATION AT TOE OF FILL

B A

Y L

E N

G T

'-0

" M A

NO SCALE

6'-0" MIN.

EROSION CONTROL BLANKET DETAIL

NOTE:

DO NOT OTHERWISE HAVE A RIPRAP BLANKET.

OUTLET OF ALL NEW CULVERTS AND STORM DRAINS WHICH

AN EROSION CONTROL BLANKET SHALL BE INSTALLED AT THE

BLANKET

EROSION CONTROL

BLANKET

EROSION CONTROL

SILT FENCE

CULVERT INLET

SECTION

FLARED END

BLANKET

CONTROL

EROSION

STORM DRAIN

CULVERT OR

ANCHOR

NO SCALE

PROFILE VIEW

STRAW WATTLE DETAIL

NOTES:

WITH THE MANUFACTURER'S INSTRUCTIONS.

1. INSTALLATION OF STRAW WATTLE SHALL BE IN ACCORDANCE

NO SCALE

INTERCEPTOR DIKE AND SWALE

TRAPEZOIDAL CROSS-SECTION

STRAW WATTLE

GROUND SLOPE

SURFACE TO PROVIDE CUTOFF

IMBED WATTLE 3" INTO GROUND

SOIL ON UPSLOPE SIDE

COMPACT 3" EXCAVATED

(TYP.)

1V ON 2H

TURF REINFORCEMENT MAT

EROSION CONTROL BLANKET

EXISTING GRADE

BACKSLOPE

1V ON 3H

DRIVE UNTIL 2-3" EXPOSED

24" WOOD STAKE

NO SCALE

PREFORMED SCOUR HOLE DETAILS

SCOUR HOLE AT MULTIPLE CULVERT OUTLET

1V ON 3H

D D

SECTION

FLARED END

RIPRAP

D S

NO SCALE

PREFORMED SCOUR HOLE DETAILS

SECTION 1

1V ON 3H

GRADE

FINISHED

6" BEDDING

END SECTION

FLARED

RIPRAP

SECTION

FLARED END

SCOUR HOLE AT CULVERT OUTLET

NOTES:

RIPRAP, SEE NOTES

GRADE

FINISHED

10' (TYP.) OR AS SHOWN ON PLAN

AND BEDDING REQUIREMENTS.

4. SEE SPECIFICATION 31 00 00 EARTHWORK FOR RIPRAP

DETERMINING SCOUR HOLE DIMENSIONS.

3. SEE PLAN FOR PIPE DIAMETER "D" DIMENSION FOR

2. SEE PLAN FOR RIPRAP THICKNESS "T" DIMENSION.

1. SEE PLAN FOR RIPRAP GRADATION (LIGHT OR HEAVY)

RIPRAP

Y P

10' (TYP.) OR AS SHOWN ON PLAN

6" BEDDING

"LIGHT" RIPRAP

Y P

1 1

NO SCALE

SECTION 1

NOTES:

AND BEDDING REQUIREMENTS.

2. SEE SPECIFICATION 31 00 00 EARTHWORK FOR RIPRAP

1. SEE PLAN FOR RIPRAP TRENCH LOCATIONS.

RIPRAP TRENCH DETAILS

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

C E .d

R M

A R

O A

F O

R T M

C C

O Y

C O

B W

C D

CE502

E R

O S

N C

O N

T R

O L D

E T

D A

V E

N P

O R

K B

A N

S I

W F

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

CP XXX

CH XXX

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

R M

A R

O A

F O

R T M

C C

O Y

C O

N S

SUPPLEMENTAL LEGEND

A N

S I

D F

M E

S .d g n

P F

W S

L O

S U

P P

L E

M E

N T

A L L

E G

E N

D A

N D N

O T

ES001

8. ALL DEPTH SHALL MEET NFPA, NESC AND TIA REQUIREMENTS. IF FIELD CONDITIONS REQUIRE DEVIATIONS, CONTRACTOR SHALL CONTACT THE COR IMMEDIATELY.

INFRASTRUCTURE STANDARD. IF THERE ARE CONFLICTS, IEEE C2 (NESC) STANDARDS SHALL BE THE DEFAULT INSTALLATION GUIDELINE, UNLESS OTHERWISE INDICATED.

7. ALL NEW COMMUNICATIONS SYSTEMS SHALL BE INSTALLED AS DIRECTED BY NEC, AND PER TIA-758-B, CUSTOMER -OWNED OUTSIDE PLANT TELECOMMUNICATIONS

SHALL USE THE PROPER CONTACTS FOR DIGGERS HOTLINE FOR THE BASE BEFORE AND DURING CONSTRUCTION ACTIVITIES.

TYPICALLY FOUND AT LOCATIONS WHERE EXISTING GRADE IS REMOVED/CUT AND CAUSES CONFLICTS WITH EXISTING POWER AND COMMUNICATION SYSTEMS. CONTRACTOR

6. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATIONS. CONTACT THE COR IF ANY CONFLICTS DURING CONSTRUCTION WITH EXISTING DEPTHS AND FINAL GRADE . ALL NEW WORK IS

5. SEE SHEET ES501 FOR TYPICAL TRENCH DETAILS. ALL NEW MANHOLES, HAND HOLES, INNER DUCT SHALL MEET NEC REQUIREMENTS. SEE NOTE 4 THIS SHEET FOR POC.

PRELL OF FT. McCOY NESC; PH 608.388.2902.

4. PROTECT EXISTING UNDERGROUND COMMUNICATION SYSTEMS. VERIFY EXISTING DEPTHS, DRAWINGS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR SHALL CONTACT JON

COORDINATE WITH XCEL ENERGY AS NOTED ABOVE FOR INSTALLATION OF ELECTRICAL LINE.

3. CONTRACTOR SHALL NOT BE RESPONSIBILE FOR INSTALLATION OF ELECTRICAL LINE. INSTALLATION OF ELECTRICAL LINE IS TO BE DONE BY OTHERS. CONTRACTOR SHALL

WITH XCEL ENERGY AS NOTED ABOVE.

2. CONTRACTOR SHALL BE RESPONSIBILE FOR ALL ELECTRICAL LINE DEMOLITION. ELECTRICAL DEMOLITION WILL NEED TO BE COORDINATED FOR APPROPRIATE POWER SHUT OFF

KAYE CROOK; PH 608.789.3622 EMAIL: KAYE.M.CROOK@XCELENERGY.COM.

DISTRIBUTION. NO WORK SHALL COMMENCE UNTIL ALL PLANS ARE FINALIZED. POC, XCEL ENERGY;

1. CONTRACTOR SHALL COORDINATE RELOCATION OF PRIVATE UTILITIES UNDERGROUND

GENERAL NOTES (APPLICABLE TO ALL ELECTRICAL SHEETS):

S L

D G

R E

M C

C O

R M

7. STACKED SYMBOLS INDICATE THAT ALL UTILITY IS LOCATED AT THE PHYSICAL LOCATION OF THE TOP SYMBOL.

6. POWER LINE FROM SWITCHING CABINET PMH 4 THROUGH PMH 5 IS TO BE KEPT.

5. PROTECT EXISTING UNDERGROUND DISTRIBUTION COMMUNICATION SYSTEMS. VERIFY EXISTING DEPTHS, DRAWINGS ARE DIAGRAMMATIC IN NATURE.

4. NEW UNDERGROUND COMMUNICATIONS. SEE ELECTRICAL SITE DETAIL SHEETS FOR DEPTH REQUIREMENTS. COORDINATE DEPTHS WITH ACTUAL FINISHED GRADE.

3. CONTRACTOR SHALL COORDINATE RELOCATION OF UNDERGROUND PRIVATE UTILITIES WITH PRIVATIZED UTILIZT, XCEL ENERGY.

2. EXISTING UNDERGROUND PRIMARY DISTRIBUTION. COORDINATE ANY OUTAGES WITH PRIVATE UTILITY.

1. OVERHEAD PRIMARY BY XCEL ENERGY. CONTRACTOR SHALL COORDINATE ANY REQUIRED OUTAGES WITH UTILITY.

KEY NOTES (APPLICABLE TO ALL ELECTRICAL SHEETS):

W F

EXISTING ELECTRICAL SWITCHING CABINET TO BE PROTECTED IN PLACE UNLESS OTHERWISE STATED.

INDICATES NEC ID DESIGNATION.

EXISTING COMMUNICATION HAND HOLE TO BE PROTECTED IN PLACE UNLESS OTHERWISE STATED. "XXX"

INDICATES NEC ID DESIGNATION.

EXISTING COMMUNICATION PEDESTAL TO BE PROTECTED IN PLACE UNLESS OTHERWISE STATED. "XXX"

NEW COMMUNICATION PEDESTAL TO BE INSALLED BY OTHERS.

NEW COMMUNICATION MANHOLE TO BE INSTALLED BY OTHERS PER DETAILS ON ES501 AND ES502.

EXISTING OVERHEAD ELECTRICAL LINE TO BE PROTECTED IN PLACE.

EXISTING ELECTRICAL LINE TO BE PROTECTED IN PLACE.

ELECTRICAL LINE TO BE DEMOLISHED BY CONTRACTOR AS NOTED IN GENERAL NOTES 1 THROUGH 3 ABOVE.

EXISTING DIRECT BURIED 24 STRAND SINGLE MODE FIBER OPTIC CABLE TO BE PROTECTED IN PLACE.

EXISTING DIRECT BURIED 25 PAIR COPPER CABLE TO BE PROTECTED IN PLACE.

SAME LOCATION AT THE GRADE AS SHOWN ON DETAILS ON ES501.

EXISTING DIRECT BURIED 24 STRAND SINGLE MODE FIBER OPTIC CABLE TO BE REMOVED AND REPLACED IN THE

THE GRADE AS SHOWN ON DETAILS ON ES501.

EXISTING DIRECT BURIED 25 PAIR COPPER CABLE TO BE REMOVED AND REPLACED IN THE SAME LOCATION AT

NEW COMMUNICATION DUCTBANK WITH INNERDUCT TO BE PROVIDED PER DETAILS ON ES501.

PMH X

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

S .d

R M

A R

O A

F O

R T M

C C

O Y

C O

ES101

E L E

C T

A L S

E P

L A

S L

A N

S I

D G

R E

M C

C O

R M

P F

W W

1. NO ELECTRICAL & COMMUNICATION SYSTEMS ON THIS SHEET. SHOWN FOR CLARITY PURPOSES ONLY.

GENERAL NOTES: (THIS SHEET)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

T A

P O

S T

P I

+BURMA-07

895.5

Z= 895.532

Y= 737809.773

X= 1778582.319

SET TYPE G MONUMENT

BURMA-07

ANYTIME

NO PARKING

ANCHORAGE

FENCE GUY

TACTICS

PAINTBALL

NET FENCE

12 FT

NET FENCE

12 FT

NET FENCE

12 FT

ANCHORAGE

FENCE GUY

100'0 50'

0 2

25+00

26+00

S T

P C

S T

P T

S T

P C

E 1776352.46

N 739036.30

STA 25+67.52

S T

A . 2

P I

S T A . 2

P I

100'0 50'

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

0 4

S T

P T E

S T

P C

S T

P T

S T

P C

S T

T A

P C

S T

P T

S T

P C

S T

A . 4

P I

S T

A . 4

P I

S T

A . 5

P I

100'0 50'

0 3

S T

P T

S T

P C

E .0

N .9

S T

A .3

P T

E .4

N .7

S T

A .7

P C

S T

P T

S T

P C

S T

P T

S T

A . 3

P I

S T

A . 3

P I

S T

A . 3

P I

100'0 50' 100'0 50'

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

S .d

R M

A R

O A

F O

R T M

C C

O Y

C O

1. NO POWER OR COMMUNICATION ON THIS SHEET. SHOWN FOR CLARITY PURPOSES ONLY.

GENERAL NOTES: (THIS SHEET ONLY)

ES102

E L E

C T

A L S

E P

L A

S L

O P

F W

A N

M C

C O

R M

S L

D G

R E

W F

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

M293

M292

M291

+DROP

CK69

CK BURMA-01

CK71

CK BURMA-01

CK287

CK BURMA-01

CK179

CK BURMA-01

CK163

CK BURMA-01

CK19

CK295

CK BURMA-01

CK164

CK BURMA-01

CK17

CK BURMA-01

CK82

CK BURMA-01

+BURMA-01 5

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

CK BURM

A-01

+BURM

A-01

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

S .d

R M

A R

O A

F O

R T M

C C

O Y

C O

ES103

E L E

C T

A L S

E P

L A

S L

O P

M C

C O

R M

S L

D G

R E

A N

S I

W F

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

100'0 50'N 100'0 50'N

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

0 9 0 9 0 9 0 9 0 9

102+

103+00

104+00

105+

102+

103+00

104+00

105+

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

+POW

100'0 50'

PMH 1

502+00

503+00

502+00

503+00

0 1

0 1 0 1 0 1

C C

100'0 50'

1024+

1025+

1026+

1024+

1025+

1026+

524+00

525+00

526+

524+00

525+00

526+

23+00

24+00

25+

+POW

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

10 11 12 13 14 15 16 17 18 19 20 21 22

NO SCALE

A R

M Y C

O R

P S O

F E

N G

E E

R S

O M

A H

N E

B R

A S

K A

O M

A H

A D

T R

OMAHA DISTRICT

F M

S .d

R M

A R

O A

F O

R T M

C C

O Y

C O

ES104

E L E

C T

A L S

E P

L A

S L

O P

F W

A N

M C

C O

R M

S L

D G

R E

E S

W F

E S

3 4 5

7 8

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

NO SCALE

KEY MAP

100'0 50'

1025+

1026+

1027+

1025+

1026+

1027+

526+

527+

526+

527+

25+

0 1

T A . 1

5 P I

S T

A . 1

P I

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

100'0 50'

1035+00

1036+00

1037+00

1035+00

1036+00

1037+00

537+00

+POW

ER +POW

+POW

2777-18CH

100'0 50'

PMH 2

PMH 3

551+00

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File details come from the government source that posted it. Updated May 12, 2021.