W912P6-08-B-0014_Plans.pdf

PDF 6 MB Posted Aug 27, 2008

Attached to: SITE PREPARATION FOR SANITARY AND SHIP CANAL, ELECTRICAL FISH BARRIER II ALPHA, ROMEOVILLE, IL
Solicitation number: W912P6-08-B-0014
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

This is part 2 of the Solicitation Package -Project Plans Attached

View the file

Other files

File	Type	Posted
AMEND 0001 W912P6-08-B-0014 FB 2A SITE PREP WORK.pdf	PDF	Sep 26, 2008
W912P608B0014_Specs.pdf	PDF	Aug 27, 2008

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

HHHHHHHHHHHH

Chicago Sanitary Ship Canal Electrical Fish Barrier IIB Alpha Plans and Specifications

G-01

VICINITY MAP LOCALITY MAP

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

Chicago District

40 0 40 80

SCALE IN MILES

ST LOUIS

SPRINGFIELD

CHICAGO

ILLINOIS

INDIANA

WISCONSIN

INDIANAPOLIS

LAKE

MICHIGAN

PROJECT

LOCATION

PROJECT LOCATION

SITE AREA MAP

ROMEO RD.

CANAL

PROJECT BOUNDRIES

1 10

PLANS AND SPECIFICATIONS

SOLICITATION SET

AUGUST 2008

Project Title (as in Title Block)

Project Title (as in Title Block) fi

US Army Corps of Engineers

US Army Corps of Engineers xxx District

Solicitation: W912EE-XX-X-XXXX

Contract: W912EE-XX-X-XXXX

Month 20XX

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

XX-000

US Army Corps of Engineers

SHEET OFXX 10

Chicago District

G-02

STANDARD ABBREVIATIONS

NTS

MIN

VIF

COR

CONSTRUCTION JOINT

EXPANSION JOINT

NOT TO SCALE

MINIMUM

VERTICAL

HORIZONTAL

PIPE SLOPE

VERIFY IN FIELD

MANHOLE

CONTRACTING OFFICER’S

REPRESENTATIVE

STANDARD SYMBOLS

SHEET SHEET REF

NUMBER NUMBER SHEET TITLE

ROAD - GRAVEL

RAILROAD LINE

OVERHEAD POWERLINES

POWER POLE

STEEL SHEET PILE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

DIGITAL TERRAIN MODEL

ARMY CORPS OF ENGINEERS

CORPS OF ENGINEERS

NATIONAL GEODETIC VERTICLE DATUM

FIRE HYDRANT

CENTERLINE

SSP

RCP

CMP

DTM

ACOE

COE

NGVD

FENCE

EXISTING BARRIER AREA

AREA TO BE CLEARED AND GRUBBED

2 10

GENERAL NOTES:

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

2. THE VERITCAL DATUM SHALL BE BASED ON NATIONAL

GEODETIC VERTICAL DATUM (NGVD) OF 1988.

3. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION

PRESENTED IS FROM BOLLINGER, LACH, & ASSOCIATES, INC.

AND REPRESENTS CONDITIONS EXISTING AT THAT

TIME. ACTUAL CONDITIONS MAY VARY.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN

THE SPECIFIED WORK LIMITS.

5. WORK LIMITS ON THE EAST SIDE OF PROJECT, WILL EXTEND

TO THE EDGE OF THE SHIP CANAL AND TO THE EDGE OF

THE WEST LINE OF BURLINGTON NORTHERN SANTA FE RIGHT OF WAY.

6. WORK LIMITS ON THE WEST SIDE OF THE PROJECT, WILL EXTEND

TO THE EDGE OF THE SHIP CANAL AND 15 FT AWAY FROM CANAL.

7. SERVICES OF A REGISTERED LAND SURVEYER ARE REQUIRED FOR

LAYOUT OF WORK LIMITS AND FENCE LINE.

1 G-01 LOCATION, VICINITY, AND SITE AREA MAPS

2 G-02 SHEET INDEX, SYMBOLS, ABBREVIATION AND GENERAL NOTES

3 C-01 SITE LAYOUT

4 C-02 SITE LAYOUT AND BORING LOCATIONS

5 C-03 CROSS SECTIONS 0+00 TO 8+00

6 C-04 CROSS SECTIONS 8+50 TO 15+00

7 C-05 CROSS SECTIONS 16+00 TO 17+73

8 C-06 FENCE DETAIL

9 C-07 CLEARING AND GRUBBING SPECIFICATIONS

10 C-08 PERMANENT FENCE SPECIFICATIONS

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

XX-000

US Army Corps

C-01

ROMEO RD.

EXISTING BRIDGE

CL OF ROMEO RD

EXISTING ACCESS ROAD

30 FT

MATCH LINE

SEE SHEET C-02

EXISTING FISH BARRIER IIA

WL02

WL27

WL26

WL03

WL25

WL04

WL05

WL24

WL06

WL21

WL20

PERMAMENT FENCE

PERMANENT FENCE

FA03

FA02

FA04

FA05

PERMANENT FENCE ALIGNMENT

RAILROAD

CROSSING

NOTES

3 10

AL01

AL02

AL03

1,811,807.28

1,812,107.27

1,812,406.76

1,059,050.22

1,059,055.17

1,059,071.98

PERMANENT FENCE

ALIGNMENT SEE

CROSS SECTIONS

ALIGNMENT SEE

CROSS SECTIONS

ALIGNMENT SEE

CROSS SECTIONS

FA01,

WL01

WL23

WL22

WL30

WL29

WL28,

FA12

FA13

AL01

AL02

AL03

FA01

FA02

FA03

FA04

FA05

FA12

FA13

1,058,987.94

1,059,002.53

1,059,007.34

1,059,027.54

1,059,057.78

1,058,803.58

1,058,845.42

1,811,805.46

1,811,805.25

1,811,868.95

1,812,155.20

1,812,549.16

1,811,798.49

1,812,312.90

WORKLIMIT POINTS

ACCESS ROAD

UNDER ROAD RISE

EXISTING FENCE

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

STORAGE BUILDING WITH FENCE

AROUND IT TO REMAIN

LOCATION OF EXISTING

ELECTRODES TO REMAIN

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

WL31WL32

WL33

1,811,805.46

1,811,870.30

1,812,156.01

1,812,216.11

1,812,216.78

1,812,415.24

1,812,441.41

1,812,240.84

1,812,380.93

1,812,313.72

1,812,240.84

1,812,155.04

1,811,866.64

1,811,806.78

1,811,798.49

1,812,050.48

1,812,571.01

1,811,886.43

1,811,887.85

1,811,799.52

1,058,987.93

1,058,991.09

1,059,017.73

1,059,022.53

1,059,016.73

1,059,031.91

1,059,074.70

1,059,049.52

1,059,067.23

1,059,056.60

1,059,049.52

1,059,047.39

1,059,041.58

1,059,041.18

1,058,803.58

1,058,824.51

1,058,865.41

1,058,827.61

1,058,811.00

1,058,820.76

WL01

WL02

WL03

WL04

WL05

WL06

WL20

WL21

WL22

WL23

WL24

WL25

WL26

WL27

WL28

WL29

WL30

WL31

WL32

WL33

OPTION 1

50 FT

CL ALIGNMENT POINTS

OPTION ONE POINTS

N E

WL01 1,811,805.46 1,058,987.93

WL02 1,811,805.46 1,058,991.09

WL26 1,811,866.64 1,059,041.58

WL27 1,811,806.78 1,059,041.18

WL28 1,811,798.49 1,058,803.58

WL31 1,811,886.43 1,058,827.61

WL32 1,811,887.85 1,058,811.00

WL33 1,811,799.52 1,058,820.76

BASE BID

BASE BID POINTS

N E

WL03 1,812,156.01 1,059,017.73

WL04 1,812,216.11 1,059,022.53

WL05 1,812,216.78 1,059,016.73

WL06 1,812,415.24 1,059,031.91

WL20 1,812,441.41 1,059,074.70

WL21 1,812,240.84 1,059,049.52

WL22 1,812,380.93 1,059,067.23

WL23 1,812,313.72 1,059,056.60

WL24 1,812,240.84 1,059,049.52

WL25 1,812,155.04 1,059,047.39

WL29 1,812,050.48 1,058,824.51

WL30 1,812,571.01 1,058,865.41

WL31 1,811,886.43 1,058,827.61

WL32 1,811,887.85 1,058,811.00

WL33 1,811,799.52 1,058,820.76

1. FOR PERMANENT FENCE DETAILS

SEE SHEET C-06.

2. PROPOSED FENCE SHALL BE TIED TO EXISTING

FENCE AROUND FISH BARRIER I (DEMO) AND IIA

TO MAKE COMPLETELY CLOSE SYSTEM.

3. REPLACE EXISTING FENCE LOCKS WITH NEW

PADLOCKS WITH THE SAME KEYS.

4. ROCK MATERIAL COULD BE FOUND WHERE THE

FENCE POSTS WILL BE INSTALLED, CONTRACTOR

SHALL FIELD VERIFY.

5. BOUNDARY LINES LIMITS FOR BASE BID AND

OPTIONS ARE SPECIFIED ON THE DRAWINGS AND

TABLES.

6. SIGNS ARE LOCATED WITHIN WORK LIMITS SHALL BE LEFT

IN PLACE.

7. TEMPORARY FENCE IS NOT SHOWN ON THE DRAWINGS FOR CLARITY.

THE TEMPORARY FENCE IS LOCATED ADJACENT TO ROADWAY ON THE

EAST SIDE OF THE CANAL FOR THE ENTIRE LENGTH OF THE PROJECT.

THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING TEMPORARY

FENCE WITHIN WORK LIMITS OR AS DIRECTED BY THE COR AS NEEDED

TO COMPLETE THE CONTRACT WORK. AFTER THE WORK IS COMPLETED,

THE CONTRACTOR IS RESPONSIBLE FOR REINSTALLING THE TEMPORARY FENCE

TO ITS ORIGINAL LOCATION OR AS DIRECTED BY THE COR.

SIGN LEAVE

METAL LANDING

SIGN

POWER POLE

CONCRETE BLOCK

BRIDGE ABUTMENT

SIX FENCE

POSTS TO

REMAIN

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

XX-000

US Army Corps

C-02

WL10

WL09

WL08

WL07

WL19

WL18

WL16

PERMANENT FENCE ALIGNMENT

FA06

WA17

WL11

WL13

WL15

CONCRETE

STRUCTURE

TO BE REMOVED

PERMANENT FENCE

EXISTING ACCESS ROAD

EXISTING FISH BARRIER I (DEMO)

PERMANENT FENCE

NOTES

FA09

FA10

4 10

AL04

AL05

AL06

AL07

FA14

FA15

FA16

FA17

FA18

FA19

FA20

FA21

FA22

PERMANENT FENCE

CONCRETE

STRUCTURE

TO REMAIN IN PLACE

FA05

FA23

FA25

FA24

WL14

WL31

WL32

WL33

WL34

WL35

WL30

FA06C

FA06B

FA06A

FA06D

FA08

ALIGNMENT SEE

CROSS SECTIONS

ALIGNMENT SEE

CROSS SECTIONS

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

HEAVY VEGETATION

AREA

EXISTING FISH

BARRIER I (DEMO)

ELECTRODES

WITH FENCE AROUND

TO REMAIN

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

LOCATION OF THE GATE

DOUBLE SWINGING

12 FT WIDE

FA11,

WL 12 A

WL12

AL07A

WL13A

AL04

AL05

AL06

AL07

AL07A

1,812,705.35

1,813,002.40

1,813,298.18

1,813,567.34

1,813,591.97

1,059,100.74

1,059,142.54

1,059,192.63

1,059,238.94

1,059,243.18

WL35A

WL35B

OPTION 2

OPTION 3

WL06

WL07

WL08

WL09

WL10

WL11

WL12

WL12A

WL13

WL13A

WL14

WL15

WL16

WL17

WL18

WL19

WL20

WL21

WL30

WL31

WL32

WL33

WL34

WL35

WL35A

WL35B

1,812,415.24

1,812,615.98

1,812,816.02

1,813,015.96

1,813,156.88

1,813,331.94

1,813,575.15

1,813,599.96

1,813,568.69

1,813,593.29

1,813,412.76

1,813,301.06

1,813,155.72

1,813,017.71

1,812,912.21

1,812,713.36

1,812,512.95

1,812,441.42

1,812,571.01

1,812,657.78

1,813,013.00

1,813,345.79

1,813,500.57

1,813,759.91

1,813,306.61

1,813,319.31

1,059,031.91

1,059,047.79

1,059,063.17

1,059,078.13

1,059,089.39

1,059,103.42

1,059,128.88

1,059,132.47

1,059,223.51

1,059,230.05

1,059,183.36

1,059,173.04

1,059,166.42

1,059,135.58

1,059,128.61

1,059,101.57

1,059,080.37

1,059,074.70

1,058,865.41

1,058,872.02

1,058,899.71

1,058,908.18

1,058,941.19

1,058,971.13

1,059,101.26

1,058,937.47

FA05

FA06

FA06A

FA06B

FA06C

FA06D

FA08

FA09

FA10

FA11

FA14

FA15

FA16

FA17

FA18

FA19

FA20

FA21

FA22

FA23

FA24

FA25

1,812,549.16

1,813,155.27

1,813,022.04

1,813,032.16

1,813,047.33

1,813,156.53

1,813,305.31

1,813,410.65

1,813,598.96

1,813,599.96

1,812,632.86

1,812,792.77

1,813,004.81

1,813,165.88

1,813,244.82

1,813,326.07

1,813,362.09

1,813,394.13

1,813,614.14

1,813,783.64

1,813,844.88

1,813,843.48

1,059,057.78

1,059,099.28

1,059,094.08

1,059,098.55

1,059,096.03

1,059,104.40

1,059,116.09

1,059,129.87

1,059,145.75

1,059,132.47

1,058,870.20

1,058,881.85

1,058,899.13

1,058,910.41

1,058,906.67

1,058,922.81

1,058,896.09

1,058,930.10

1,058,953.04

1,058,974.07

1,058,981.67

1,058,997.54

WORKLIMIT POINTS

CL ALIGNMENT POINTS

BASE BID

LOCATION OF TWO

SIGNS TO REMAIN

IN PLACE

B-4-00

B-2-00

B-1-00

B-3-00

1. FOR PERMANENT FENCE DETAILS SEE SHEET C-06.

2. PROPOSED PERMANENT FENCE SHALL BE TIED TO EXISTING FENCE AROUND FISH

BARRIER I (DEMO) AND IIA TO MAKE COMPLETELY CLOSE SYSTEM.

3. REPLACE EXISTING FENCE LOCKS WITH NEW PADLOCKS WITH THE SAME KEYS.

4. ROCK MATERIAL COULD BE FOUND WHERE THE FENCE POSTS WILL BE INSTALLED,

CONTRACTOR SHALL FIELD VERIFY.

5. BOUNDARY LINES LIMITS FOR BASE BID AND OPTIONS ARE SPECIFIED ON THE

DRAWINGS AND TABLES.

6. FOR BORING LOG INFORMATION SEE SPECIFICATIONS.

7. SIGNS ARE LOCATED WITHIN WORK LIMITS SHALL BE LEFT IN PLACE.

8. TEMPORARY FENCE IS NOT SHOWN ON THE DRAWINGS FOR CLARITY. THE TEMPORARY

FENCE IS LOCATED ADJACENT TO ROADWAY ON THE EAST SIDE OF THE CANAL FOR THE

ENTIRE LENGTH OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING

TEMPORARY FENCE WITHIN WORK LIMITS OR AS DIRECTED BY THE COR AS NEEDED TO

COMPLETE THE CONTRACT WORK. AFTER THE WORK IS COMPLETED, THE CONTRACTOR

IS RESPONSIBLE FOR REINSTALLING THE TEMPORARY FENCE TO ITS ORIGINAL LOCATION

OR AS DIRECTED BY THE COR.

C-03

1 INCH = 25 FEET

25 5012.525

NO WORK

EDGE OF WATER

PERMENENT FENCE

CL OF BNSF

RAILROAD

EDGE OF ROAD

15’ 15’

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD

CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD

CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD

CL OF BNSF

RAILROAD

CL OF BNSF

RAILROAD

EDGE OF ROAD

PERMENENT FENCE

EDGE OF WATER

15’ 15’

15’

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD

CL OF BNSF

RAILROAD

CL OF BNSF

RAILROAD

EDGE OF ROAD

EDGE OF WATER

PERMENENT FENCE

15’

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD

CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD CL OF BNSF

RAILROAD

TO BE EXCAVATED

ELEV. 586 FT

TO BE EXCAVATED

ELEV. 586 FT

TO BE EXCAVATED

ELEV. 586 FT

NOTES:

1. CLEARING AND GRUBBING ON THE EAST

SIDE OF THE CANAL WITHIN WORKLIMITS

AS SHOWN OR BETWEEN EDGE OF WATER

AND EDGE OF ROAD. ON THE WEST SIDE OF

THE CANAL CLEARING AND GRUBBING

WITHIN WORKLIMITS AS SHOWN.

2. GROUND SHALL BE LEFT FLAT AFTER

EXCAVATION AND CLEARING AND

GRUBBING, FOR EROSION CONTROL

DETAILS SEE ENVIRONMENTAL

SPECIFICATIONS.

3. NO EXCAVATION NECESSARY ON THE

WEST SIDE OF THE CANAL. WEST SIDE OF

THE CANAL NOT SHOWN FOR CLARITY.

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

SHEET OF 10

Chicago District

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 0+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 1+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 2+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 3+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 4+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 5+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 6+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 7+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 7+50

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 8+00

C-04

1 INCH = 25 FEET

25 5012.525

15’

EDGE OF WATER EDGE OF ROAD

CL OF BNSF

RAILROAD

15’

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD

15’

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD

CL OF BNSF

RAILROAD

CL OF BNSF

RAILROAD

15’

CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE EDGE OF ROAD

15’

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD

CL OF BNSF

RAILROAD

15’

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD

EDGE OF WATER PERMENENT FENCE EDGE OF ROAD

CL OF BNSF

RAILROAD

CL OF BNSF

RAILROAD

PERMENENT FENCE

EDGE OF ROAD

CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD CL OF BNSF

RAILROAD

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD CL OF BNSF

RAILROAD

EDGE OF WATER

TO BE EXCAVATED

ELEV. 586 FT

TO BE EXCAVATED

ELEV. 586 FT

TO BE EXCAVATED

ELEV. 586 FT

SLOPE 3 TO 1

15’

10’

TO BE EXCAVATED

ELEV. 586 FT

TO BE EXCAVATED

ELEV. 586 FT

TO BE EXCAVATED

ELEV. 586 FT

SLOPE 3 TO 1

NOTES:

1. CLEARING AND GRUBBING ON THE EAST

SIDE OF THE CANAL WITHIN WORKLIMITS

AS SHOWN OR BETWEEN EDGE OF WATER

AND EDGE OF ROAD. ON THE WEST SIDE OF

THE CANAL CLEARING AND GRUBBING

WITHIN WORKLIMITS AS SHOWN.

2. GROUND SHALL BE LEFT FLAT AFTER

EXCAVATION AND CLEARING AND

GRUBBING, FOR EROSION CONTROL

DETAILS SEE ENVIRONMENTAL

SPECIFICATIONS.

3. NO EXCAVATION NECESSARY ON THE

WEST SIDE OF THE CANAL. WEST SIDE OF

THE CANAL NOT SHOWN FOR CLARITY.

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

SHEET OF 10

Chicago District

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 8+50

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 9+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 9+50

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 10+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 10+50

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 11+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 12+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 13+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 14+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 15+00

C-05

1 INCH = 25 FEET

25 5012.525

15’

EDGE OF WATER

PERMENENT FENCE

EDGE OF ROAD CL OF BNSF RAILROAD

CL OF BNSF RAILROAD

EDGE OF ROAD

PERMENENT FENCE

15FT FROM EDGE OF

WATER

PERMENENT FENCE

15FT FROM EDGE OF

WATER

NOTES:

1. CLEARING AND GRUBBING ON THE EAST

SIDE OF THE CANAL WITHIN WORKLIMITS

AS SHOWN OR BETWEEN EDGE OF WATER

AND EDGE OF ROAD. ON THE WEST SIDE OF

THE CANAL CLEARING AND GRUBBING

WITHIN WORKLIMITS AS SHOWN.

2. GROUND SHALL BE LEFT FLAT AFTER

EXCAVATION AND CLEARING AND

GRUBBING, FOR EROSION CONTROL

DETAILS SEE ENVIRONMENTAL

SPECIFICATIONS.

3. NO EXCAVATION NECESSARY ON THE

WEST SIDE OF THE CANAL. WEST SIDE OF

THE CANAL NOT SHOWN FOR CLARITY.

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

SHEET OF 10

Chicago District

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 16+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 17+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA 17+98

LATCH AND LOCK

1. ALL FERROUS PARTS AND MATERIALS SHALL BE GALVANIZED AFTER

FABRICATION.

2. ADJUSTABLE TIGHTENERS SHALL BE TURN-BUCKLE OR EQUIVALENT, HAVING

MINIMUM 6" TAKE-UP.

3. EXTENSION ARMS FOR BARBED WIRE SHALL BE STEEL, MALLEABLE IRON , OR

WROUGHT IRON, AND SHALL BE ATTACHED TO THE TOP OF THE POST WITH A

1/4" INCH ROUND-HEAD RIVET. THE EXTENSION ARMS SHALL CARRY THREE

BARBED WIRES EACH AT APPROXIMATELY 5 INCH CENTERS IN A PLANE

APPROXIMATELY 45° FROM THE VERTICAL.

4. ALL GATE HINGES SHALL BE HEAVY-DUTY MALLEABLE IRON OR STEEL,

INDUSTRIAL SERVICE TYPE, 270 DEGREE SWING , OF APPROVED QUALITY AND

DESIGN.

5. SECURE CAP TO POST WITH 1/4 INCH ROUND-HEAD RIVET.

6. SEE SHEET C-08 FOR MORE FENCE DETAILS.

DOUBLE SWING GATE DETAIL

DETAIL OF CUT-OUT FOR CHAIN AND LOCK

END, CORNER, SLOPE,

PULL, AND GATE POSTS

(FOR SINGLE GATES 6

FEET OR LESS IN WIDTH)

FOR CHAIN LINK FABRIC

72 INCHES OR HIGHER

TYPE

NOMINAL

SIZE

(INCHES)

ACTUAL

O.D.

(INCHES)

WEIGHT/

FOOT

(POUNDS

12"D

STRETCHER-BAR BANDS

SPACED 12" ON CENTERS

ON SLOPE POSTS

STRETCHER BARS

3/16" X 3/4" MIN

LINE POST

STRETCHER BAR BANDS,

SPACED 12" ON GATE

POSTS

9 GUAGE GALVANIZED

CHAIN LINK FABRIC

STRETCHER BAR

GALVANIZED HIGH CARBON

STEEL 3/16" X 3/4" MIN.

3/8" DIA. TRUSS ROD

WITH TURNBUCKLE

WATERTIGHT CAPS

(TYPICAL)

CONCRETE FOOTING

CONCRETE

1" STD.

GALVANIZED

PIPE SLEEVE

1’-0"

8’-0"

1 1/4" STD. PIPE STIFFENER

USE IN 10 FT. OR WIDER SPAN

CUTOUT FOR

CHAIN AND LOCK

(SEE DETAIL)

GATE FRAME

A-A

NTS

1’-0"

BRACE, WHERE

REQUIRED

8’-0"

FRAME FOR GATES

USE

END, CORNER, AND PULL-POST BRACING

3’-0"

12"D

NOTE: BRACE AND TRUSS ALL CORNER

POSTS IN BOTH DIRECTIONS TO

ADJACENT LINE POSTS.

3/8" DIA. TRUSS ROD

WITH TURNBUCKLE

CONCRETE FOOTING

BRACE

1’-0"

10’-0"

MAXIMUM SPACING

CENTER TO CENTER

10’-0"

MAXIMUM SPACING

TYPICAL BRACE AND TRUSS WIRE PANEL

500’-0"

MAXIMUM SPACING

12"

MIN. DIA.

3’-0"

9 GUAGE

GALVANIZED CHAIN

LINK FABRIC, 2" MESH,

SHARP POINTS, TOP

AND BOTTOM EDGES

9 GUAGE WIRE

TIES, SPACED 18"

7 GUAGE GALVANIZED COIL

SPRING STEEL TENSION WIRE

TOP AND BOTTOM OF FENCE

GALVANIZED BARBED WIRE

CORNER POST, LOCATED

WHEREVER HORIZONTAL

DEFLECTION ANGLE EXCEEDS

15" OR PULL POST AT 500’

MAXIMUM SPACING

12"

MIN. DIA.

G-06

PIPE

BRACES

LINE POSTS FOR CHAIN

LINK FABRIC 72 INCHES

OR HIGHER

GATE POSTS FOR

DOUBLE SWING GATES

OVER 12 FEET BUT NOT

OVER 26 FEET IN WIDTH

2 1/2

3 1/2

1 1/4

1 1/2

2.875

4.000

3.375

1.660

1.900

5.75

9.11

3.65

2.27

2.72

STRETCHER BAR

3/8" DIA TRUSS-

ROD WITH

TURNBUCKLE

122.0400

291.1200

120.7200

12.0000

2.4000

BRACE (SEE TABLE 1)

GATE POST (SEE TABLE 1)

LINE POST-(SEE TABLE 1),

9 GAUGE WIRE

TIES SPACED 15"

C-06

GROUND SYSTEM SCHEMATIC

NTS

#3/0 BARE COPPER

(TYPICAL)

FENCE POST

(TYPICAL)

FENCE

(TYPICAL) FENCE GATES

24"X24"X1/16" (0.0625")

COPPER GROUND PLATE

(TYPICAL)

EXOTHERMIC

WELD

(TYPICAL)

#3/0 AWG

(TYPICAL)

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

US Army Corps

SHEET OF 10

C-07

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

US Army Corps

C-08

2 3

4 5

SHEET

IDENTIFICATION

US Army Corps of Engineers

US Army Corps

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