A22 Reference Site Characterization Lock 16.pdf

MISSISSIPPI RIVER

LOCK NOS. 16, 18 & 20

KEVEL RAIL REPLACEMENT

Site Characterization Information

Lock & Dam 16 Concrete Cores

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SCALE: 1" = 30'

PLAN - CORING LOCATIONS - LOCK 16

8'-1" D/S FROM MONOLITH JOINT 16/17

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

17LD16-23-03

5'-0" U/S FROM MONOLITH JOINT 14/15

3'-0" FROM LANDSIDE FACE OF CANTILEVER WALKWAY

14LD16-23-02

5'-1" D/S FROM MONOLITH JOINT 4/5

3'-0" FROM LANDSIDE FACE OF CANTILEVER WALKWAY

5LD16-23-01

LOCATION DESCRIPTION

MONOLITH

POINT

CORING LOCATIONS - LOCK 16

LD16-23-01 LD16-23-01 LD16-23-01

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®of Engineers

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NORTH

PLAN

LOCATION DESIGNATION LABELS SHOWN NEXT TO THE BORING SYMBOL.

LD16-23-02 THROUGH LD16-23-03 ARE THE CORRESPONDING BORING 2.

SHEET B-601.

THIS SHEET SHOWS THE BORING LOCATIONS. FOR THE BORING LOGS, SEE 1.

GENERAL SHEET NOTES

MONOLITH 1MONOLITH 2MONOLITH 3MONOLITH 4MONOLITH 5MONOLITH 6MONOLITH 7MONOLITH 8MONOLITH 9MONOLITH 10MONOLITH 11MONOLITH 12MONOLITH 13MONOLITH 14MONOLITH 15MONOLITH 16MONOLITH 17

MONOLITH 18MONOLITH 19

MONOLITH 20

30' 60'0

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SCALE: NTS

DIAGRAM - CORING LOGS

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

JAY GATES

NAME OF DRILLER:

DATE OF DRILLING: 11/29/2023

TOTAL DEPTH OF HOLE: 24"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD16-23-01

5'-1" DOWNSTREAM FROM MONOLITH JOINT 5/6

WALKWAY

3'-0" FROM LANDSIDE FACE OF CANTILEVER

MONOLITH #5LOCATION:

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

VERTICALDIRECTION OF CORE:

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

JAY GATES

NAME OF DRILLER:

DATE OF DRILLING: 11/29/2023

TOTAL DEPTH OF HOLE: 17"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD16-23-02

5'-0" UPSTREAM FROM MONOLITH JOINT 13/14

WALKWAY

3'-0" FROM LANDSIDE FACE OF CANTILEVER

LOCATION: MONOLITH #14

DIRECTION OF CORE: VERTICAL

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

JAY GATES

NAME OF DRILLER:

DATE OF DRILLING: 11/29/2023

TOTAL DEPTH OF HOLE: 29"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD16-23-03

8'-1" DOWNSTREAM FROM MONOLITH JOINT 17/18

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

LOCATION: MONOLITH #17

DIRECTION OF CORE: VERTICAL

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

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-CRUSHED LIMSTONE AGGREGATE 1" TOP SIZE

-17" OVERLAY

-FINE CRACKS THROUGH AGGREGATE AND PASTE

-CRUSHED AGGREGATE 2" TOPSIZE

-CORE FRACTURED @ 17" WHILE DRILLING

-APPARENT CONSTRUCTION JOINT @ 17"

BREAK TYPE: 4

COMP STR: 8,295 PSI

UNIT WEIGHT: 144.8 PCF

LOAD: 88,710 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 6.75"

IN RECOVERED OVERLAY SAMPLE INDICATES WELL BONDED LIFTS

-PASTE REMAINING FROM ORIGINAL LOCK CONCRETE

-MECHANICAL BREAK TO REMOVE CORE

-APPARENT CONSTRUCTION JOINT AT 17"

BREAK TYPE: 1

COMP STR: 7,463 PSI

UNIT WEIGHT: 144.3 PCF

LOAD: 79,810 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 6.88"

-CRUSHED LIMESTONE AGGREGATE 1" TOP SIZE

-17" OVERLAY

-LEFT IN PLACE DUE TO GOOD BOND

-DRILLED TO A DEPTH OF 24"

BREAK TYPE: 3

COMP STR: 7,809 PSI

UNIT WEIGHT: 140.3 PCF

LOAD: 83,510 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 7.00"

BREAK TYPE: 3

COMP STR: 8,829 PSI

UNIT WEIGHT: 146.2 PCF

LOAD: 94,420 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 6.88"

-CRUSHED LIMESTONE AGGREGATE 1" TOP SIZE

-VERTICAL CRACK IN SAMPLE THROUGH PASTE

-FINE CRACKS VISIBLE IN AGGREGATE

-FRACTURE @ 17"

-FRACTURE @ 23"

-MECHANICAL BREAK TO REMOVE CORE

-END OF CORING 29"

CAPPED BOTH SIDES

BREAK TYPE: 3

COMP STR: 6,388 PSI

UNIT WEIGHT: 141.9 PCF

LOAD: 68,310 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 6.88"

BREAK TYPE: 3

COMP STR: 8,295 PSI

UNIT WEIGHT: 150.0 PCF

LOAD: 88,850 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 3.88"

BREAK TYPE: 3

COMP STR: 5,863 PSI

UNIT WEIGHT: 152.3 PCF

LOAD: 67,300 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 4.50"

-ENCOUNTERED ABANDONED CONDUIT AT 24"

-END OF CORING 24"

KEVEL RAIL REPLACEMENT

Site Characterization Information

Lock & Dam 16 Survey Information

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

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: X X

X X

538.88546.07

YEAR OBSERVATION DATE

MAX. MIN. EFFECTIVE HEAD

U.P.EL. L.P.EL. AVER. MAX.

545.4

545.43 538.41 7.02

MARKER STA.

DIST. ELEV. DIST. ELEV. DIST. ELEV. DIST. ELEV.

I INDICATES INTERMEDIATE WALL

PLAN

STA. 464.5A

EL. 541.0

L SERVICE BRIDGE

STA. 534.0A

MARKER ON L OF PIER

STA. 534.0A

MARKER ON L OF PIER

C

C

C

C

C

TYPICAL TAINTER GATE PIER TYPICAL ROLLER GATE PIER

FLOW

FLOW

OF PIER

MARKER ON L

OF PIER

MARKER ON L

1" DIA.

S

W E

D G

E

PIER POSITION MARKER

BRASS ROD

WT. 15 LBS.

MAKEBRASS

AFTER CENTER PUNCHING.

STAMP IDENTIFICATION MARK

CENTER PUNCH AFTER SETTING.

GROUT

"8

SURFACE OF

CONCRETE

(FLUSH)

SMOOTH SURFACE

SETTING DIAGRAM

L SERVICE BRIDGEC

STA. 520.0A

EL. 554.5

U.P. EL. 545.0

EL. 525.0

L.P. EL. 536.0

EL. 541.0

EL. 554.5

U.P. EL. 545.5

EL. 525.0

L.P. EL 536.0

N

L INDICATES LAND WALL

R INDICATES RIVER WALL

U INDICATES UPSTREAM ON PIERS

D INDICATES DOWNSTREAM ON PIERS

A INDICATES ABUTMENT

L,I,R & A ARE NUMBERED BEGINNING UPSTREAM

U & D PRECEDE PIER NUMBERS

F L

O W

16 15

M5 set on walkway

40'x20'=232'-0"

L Pintle Sta. 590.0A

14 10 91113 12

5 TAINTERS

21 2022 line 2 foot

A3X

18 17 8

M9 set on walkway

L1C

Abutment "A"

L1B

Sta 704.0A

L Pintle

L1A

I1B I1A

B1

4 257 6 3

L3

L4

L2 U1

C

Z

Z

Z

Z

C

Z

Z

I1 L1

I5

Z

I6

L Service Bridge

Auxiliary

Main Lock

D1

A1

A2

Lock

I2

I4R3

R1

R2 line

Sta 464.5A

Sta 520.0A - Az. 164 07'50"

Sta 493.5A

4 Rollers 80'x20'=365'-0" 15'

Sta 534.0AI3 I3A

Sta 656.0A

Sta 574.0A

C

15'

Sta 20.0B

L Pintle Sta 0.0

L5

Z Z

C

10 Tainters 40'x20'=472'-0"

1315'-0"216'-0" Storage Yard

A3

2 foot

.019D

.017U .000

.010D.000

.022U .000

.019U .000

.000 .010U

.010U.018U

.016U .000

.000.012U

.000 .000

.012UINSTR.19 JUNE 2009

.000

.000 .030D

.000 .000

.035D.021U

.000 .020U

.000

.000

U5 U6U3 U4 U9 U10U7 U8

.016D

L2

14 SEPT 2004 INSTR.

U1 U2I3 R2

FORESIGHT.009U

A1

FORESIGHT

.000.004U

.010U.007U

U13 U14U11 U12 U17 U18U15 U16

PIER ALIGNMENT - STA. 534.0A

U=UPSTREAM

D= DOWNSTREAM

MARKERDISTANCE IN

FEET FROM

CONTROL LINE

48.005

47.980

70.975

L2

137.990

115.905

47.985

47.950

48.000

45.895

48.020

48.060

554.517

554.037

554.043

48.010

48.000

115.950

553.999

553.987

JUNE 2009

554.028

554.029

554.045

48.005

559.015

551.247

551.266

138.003

115.897

115.955

554.059

554.547

554.519

551.278

554.032

554.042

95.025

95.000

95.030

47.950

48.015

51.530

48.005

47.995

115.891

95.020

51.505

47.980

554.062

45.870

47.960

551.287

554.036

554.044

554.521

554.585

554.559

48.030

559.016

554.548

95.015

70.865

115.900

70.965

137.995

115.910

48.000

551.255

551.277

138.000

115.900

47.990

554.551

554.539

554.536

554.543

554.534

554.518

554.562

95.000

51.500

47.980

554.563

95.030

94.970

554.534

47.960

48.050

554.562

554.550

554.564

47.990

51.530

554.532

48.010

47.990

47.970

5+74.0A

5+74.0A

6+56.0A

5+34.0A

5+34.0A

5+34.0A

U14

U13

U12

6+56.0A

U16

U15

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

U11

L1

R1

I2

I1

U7

U6

U5

U9

U8

U1

R2

I3

U4

U3

U2

554.507

554.032

554.039

554.510

554.526

554.524

553.997

553.986

AUG,SEP 2004

554.026

554.025

554.042

554.551

554.545

554.548

554.585

554.550

554.550

554.522

554.531

554.547

554.531

554.548

554.535

U17

5+34.0AA1

U18

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

5+34.0A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

R3

I4

L3

D3

D2

D1

47.995

47.995

48.060

144.090

I1B

47.985

47.990

47.920

45.535

62.795

554.074

48.000

45.500

48.050

48.030

554.045L1C

7+04.0A

7+04.0A

7+04.0A

48.030

554.013

554.042

L2

554.067

554.023

554.030

554.036

554.026

554.032

554.074

551.257

551.297

551.303

48.035

45.455

556.735

554.024

557.028

551.285

551.288

47.990

551.306

551.262

551.282

551.273

551.252

557.027

556.729

551.287

551.296

551.286

551.254

45.515

554.055

45.540

137.995

115.990

551.255

551.277

551.281

7+04.0A

551.283

554.037

554.038

115.920

554.039

554.031

62.800

47.970

47.970

48.090

48.030

47.890

554.017

132.340

144.090

554.081

554.045

554.076

554.077

554.028

115.970

554.035

554.023

M9

4+93.5A

4+93.5A

4+93.5A

4+93.5A

D10

D17

D16

D18

A2X

A2

D12

D11

D13

D15

D14

4+93.5A

D4

D3

M5

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

4+93.5A

B1

115.957

115.975

137.995

45.510

I2

5+34.0A

I1A

115.965

L1B

47.995

551.242

551.264

551.269

554.037

132.347

551.268

551.247

551.272

551.250

551.267

5+34.0AI3A

I6

R2

0+20.0B

0+20.0B

I5

L4

A3

L5

A3X

5+34.0A

4+64.5A

4+64.5A

4+64.5A

4+64.5A

4+64.5A

MARKER STA.

DIST. ELEV. DIST. ELEV. DIST. ELEV. DIST. ELEV.

JUNE 2009AUG,SEP 2004

/8

EL. 523.0

STA. 520.0A

STA. 493.5A

EL. 551.25

FIELD BOOK REFERENCE: 2004

N16-PS-25 pgs 1 thru 16

N16-PS-25, pgs 66 thru 74

N16-PS-26, pgs 1 thru 16

AUG 25,27, SEPT 14 537.1 8.3

JUNE 16-19, JUL 23, AUG 12

2016 FEB 18, APR 13,14,18,28, MAY 5 2.12 6.35

553.990

553.995

554.039

554.016

554.026

554.043

554.024

554.501

554.539

554.524

554.554

554.537

554.524

554.553

554.535

554.551

554.552

554.548

554.551

554.548

554.586

554.515

554.546

560.852

554.061

554.043

554.022

551.274

551.268

551.240

551.240

551.268

551.264

551.271

551.250

551.261

551.245

551.268

551.302

551.251

551.295

551.285

557.031

554.037

554.036

554.034

554.020

554.026

554.024

554.039

554.023

554.073

554.039

554.080

554.056

554.007

554.528

554.54

551.28

115.943

115.907

137.975

115.907

137.961

115.950

115.966

115.949

137.974

132.319

144.084

115.93

70.968

48.004

48.019

47.983

48.054

47.962

48.011

47.973

45.463

48.014

48.026

47.989

48.003

47.926

48.064

47.999

47.988

45.540

FEB, MAY, 2016 INSTR. FORESIGHT.000.000.000.006U .010D .017U .040U .000 .008U .013U .023U .012D .000 .011D .000 .021D .000.012D

46.271

48.011

47.972

95.013

95.006

95.022

95.028

51.530

47.987

47.968

47.998

48.001

45.489

1 USED FOR REFERENCE ELEVATION.

L1A1

2 A1 RESET IN 2010 CONTRACTOR ESTABLISHED ELEV. 560.848 DISTANCE TO U18 = 46.264'.

A4

A5

71.002

A2 4+93.5A

4+93.5A

557.031

A5 560.400

90.292

SEE GENERAL NOTE 7

5+34.0AA4

213.013

560.858

3 A4 SET 2010 TO REPLACE A1X REMOVED VALUES SHOWN FROM CONTRACTOR SURVEY.

4 A5 SET 2010 TO REPLACE A2X REMOVED .

B.M. 09-77-16 EL. 552.69 (1912)

E. 2065259.05

N. 1734008.82

Sta 122.0A

L1

551.268

551.292

551.285

551.272

551.274

551.267

551.287

551.323

551.271

551.312

551.298

551.302

557.042

557.042

560.410

554.060

554.059

554.048

554.015

554.047

554.103

554.061

554.069

554.043

554.105

554.061

554.111

554.079

551.300

FEB, MAY, 2016

554.013

554.041

554.069

554.053

554.047

554.075

554.061

554.537

554.566

554.548

554.554

554.582

554.566

554.549

554.575

554.555

554.574

554.572

554.568

554.574

554.569

554.604

554.534

554.566

U10

554.565

560.867

560.816

554.084

554.067

554.059

551.304

551.303

551.268

2020,2022 DEC. 3 - APRIL 13

2020 N16-PS-25, pgs 75 thru 78

APRIL, 2021 LINE END.013U.011D.001D.020U .012U .019U .008U .015U .008U .003D .015U .000 .014U .009D .005U .022D .002U.000LINE BEGIN

116.097

115.909

137.988

115.900

47.991

47.988

95.012

95.007

70.983

48.002

51.512

45.264

47.949

48.031

95.006

95.034

47.964

48.050

47.989

51.549

48.015

47.989

47.967

48.002

48.023

48.021

47.986

48.003

47.925

48.057

48.020

47.973

45.549

45.501

137.982

48.018

47.988

90.193

115.957

116.022

115.957

137.980

.012U

2021 N16-PS-26, pgs 23 thru 30

5 L1 AND I1 REPLACED IN 2018 SEE FIELD BOOK N16-PS-26 PGS,17 &19.

DEC 2020 APRIL 2021 FEB, MAY, 2016 DEC 2020 APRIL 2021

ALIGNMENT COMPUTED USING POINT COORDINATES.7

MONUMENTS

SETS OF ANGLES AND DISTANCES FROM NEWLY SET

HORIZONTAL POSITION AT EACH POINT COLLECTED BY 3 6

APPROXIMATELY 0.72 US SURVEY FEET.

TO CONVERT MSL 1912 DATUM TO NAVD 1988 SUBTRACT 5

MONUMENT 09-77-16 ALUMIUM ROD IN CASING

LEVEL & RECORDED IN MSL 1912 DATUM, BASED ON

ALL ELEVATIONS MEASURED USING LEICA LS10 DIGITAL4

TOTAL STATION.

HORIZONTAL SURVEY PREFORMED WITH 1" LEICA TS16

UNITS: U.S. SURVEY FEET

VERTICAL DATUM: MSL 1912

ILLINOIS WEST

PROJECT HORIZONTAL DATUM: NAD83(2011) STATE PLANE

3RD & APRIL 8TH - 13TH

INSTURMENTATION SURVEY COMPLETED ON DEC 1ST -

GENERAL NOTES

5/8"REBAR WITH ALUMIUM CAP2065273.6431734247.812I

ALUMIUM ROD INSIDE CASING2066157.7541734185.911LD16US

ALUMIUM ROD INSIDE CASING2064629.9421733744.073LD16DS

ALUMIUM ROD INSIDE CASING2065259.051734008.8209-77-16

DESCRIPTIONEASTINGNORTHINGMARKER

CONTROL

line 2 foot

Control Point I

132.332

ACCESS COVER

DATUM POINT

FINNED ROD SECTION

CONCRETE

6" PVC PIPE

SAND

IN-SITU MATERIAL

3/4" ROD

DRIVEN TO REFUSAL

ALUMINUM ROD SECTIONS

SPIRAL DRIVE POINT

CONTROL

544.99 541.23 2.88 5.31

GAUGE ZERO AT L&D 16 = 533.79

A N

S I

D

-1

-2

S U

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E Y

S E

C T

IO

N

E

-T

H

IN

S

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E N

T A

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N

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A N

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S

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V-101

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S -2

R

H

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C ,2

A

P R

IL

COORDINATE SYSTEM: US STATE PLANE

ZONE: ILLINOIS WEST - 1202

PROJECT DATUM: NAD 83 EPOCH (2011) (CONUS)

VERTICAL DATUM: MSL 1912

FIELD BOOK: N16 PS 25 PAGES 75 - 77, N16 PS 26 PAGES 23 - 30

COORDINATE UNITS: US SURVEY FEET

DISTANCE UNITS: US SURVEY FEET

NOTES: L1 AND I1 REPLACED IN 2018 SEE N16 PS 26 PAGES 17 AND 19

2016 DEC,2020 2016 2021

MARKER ELEV ELEV ∆V MARKER DIST DIST ∆H

LD16DS 560.919 682.545

09-77-16 552.690 1590.418

LD16US 558.105 LD16DS - I 817.376

2000-132 559.090 I L1 - I1 115.943 116.097 -0.1536 A1 560.852 560.867 -0.015 I2 - R1 115.907 115.909 -0.0022 A2 557.031 557.042 -0.011 L2 - I3 137.975 137.988 -0.0132 A4 560.858 560.816 I3 - R2 115.907 115.900 0.0068 A5 560.400 560.410 -0.010 R2 - U1 71.002 70.983 0.0186 D1 551.274 551.304 -0.030 U1 - U2 48.002 D2 551.268 551.303 -0.035 U2 - U3 48.011 47.991 0.0197 D3 551.240 551.268 -0.028 U3 - U4 47.972 47.988 -0.0161 D4 551.268 551.300 -0.032 U4 - U5 51.512 M5 551.264 551.292 -0.028 U5 - U6 95.013 95.012 0.0013 M9 551.271 551.285 -0.014 U6 - U7 95.006 95.007 -0.0009 D10 551.250 551.272 -0.022 U7 - U8 95.022 95.034 -0.0124 D11 551.261 551.274 -0.013 U8 - U9 95.028 95.006 0.0217 D12 551.245 551.267 -0.022 U9 - U10 51.530 51.549 -0.0186 D13 551.268 551.287 -0.019 U10 - U11 47.987 47.989 -0.0015 D14 551.302 551.323 -0.021 U11 - U12 47.968 47.967 0.0011 D15 551.251 551.271 -0.020 U12 - U13 47.998 47.989 0.0093 D16 551.295 551.312 -0.017 U13 - U14 48.001 48.015 -0.0137 D17 551.280 551.298 -0.018 U14 - U15 48.054 48.048 0.0061 D18 551.285 551.302 -0.017 U15 - U16 47.962 47.964 -0.0016 I1 553.995 554.041 -0.046 U16 - U17 48.011 48.031 -0.0198 I1A 554.073 554.105 -0.032 U17 - U18 47.973 47.949 0.0238 I1B 554.080 554.111 -0.031 U18 - A1 46.271 46.264 0.0073 I2 554.039 554.069 -0.030 L3 - I4 137.961 137.982 -0.0206 I3A 554.070 554.103 -0.033 I4 - R3 Missed R3 I3 554.043 554.075 -0.032 R3 - D1 Missed R3 I4 554.043 554.067 -0.024 D1 - D2 47.983 47.988 -0.0048 I5 554.036 554.059 -0.023 D2 - D3 48.019 48.018 0.0009 I6 554.020 554.015 0.005 D3 - D4 48.004 48.002 0.0021

VERTICAL HORIZONTAL

09-77-16 - LD16DS

LD16DS - LD16US

LOCK AND DAM 16 INSTRUMENTATION 2021

2016 DEC,2020 2016 2021

MARKER ELEV ELEV ∆V MARKER DIST DIST ∆H

VERTICAL HORIZONTAL

L1 553.990 554.013 -0.023 D4 - M5 45.489 45.501 -0.0117 L1A 554.023 554.043 -0.020 M9 - D0 Missed M9 L1B 554.039 554.061 -0.022 D10 - D11 48.014 48.023 -0.0087 L1C 554.056 554.079 -0.023 D11 - D12 48.026 48.021 0.0048 L2 554.026 554.047 -0.021 D12 - D13 47.989 47.986 0.0027 L3 554.061 554.084 -0.023 D13 - D14 48.003 48.003 -0.0001 L4 554.037 554.060 -0.023 D14 - D15 47.926 47.925 0.0014 L5 554.034 554.048 -0.014 D15 - D16 48.064 48.057 0.0072 R1 554.016 554.053 -0.037 D16 - D17 47.999 48.020 -0.0208 R2 554.024 554.061 -0.037 D17 - D18 47.988 47.973 0.0152 R3 554.022 554.059 -0.037 D18 - A2 45.540 45.549 -0.0093 U1 554.501 554.537 -0.036 A2 - A5 90.292 90.193 0.0995 U2 554.539 554.566 -0.027 L4 - I5 115.950 115.957 -0.0069 U3 554.528 554.554 -0.026 L5 - I6 115.966 116.022 -0.0559 U4 554.524 554.548 -0.024 L2 - I3A 115.949 115.957 -0.0075 U5 554.554 554.582 -0.028 I2 - L1A 137.974 137.980 -0.0062 U6 554.537 554.566 -0.029 I1A - L1B 132.319 132.332 -0.0125 U7 554.524 554.549 -0.025 U8 554.540 554.566 -0.026 U9 554.553 554.575 -0.022 U10 554.535 554.555 -0.020 U11 554.551 554.574 -0.023 U12 554.552 554.572 -0.020 U13 554.548 554.568 -0.020 U14 554.551 554.574 -0.023 U15 554.548 554.569 -0.021 U16 554.586 554.604 -0.018 U17 554.515 554.534 -0.019 U18 554.546 554.565 -0.019

KEVEL RAIL REPLACEMENT

Site Characterization Information

Lock & Dam 16 Site Survey

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S of Engineers

US Army Corps

Rock Island District

R O

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D a n ie l

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LEGEND

EXTERIOR LIGHT

CATCH BASIN

DECIDUOUS TREE

SANITARY MANHOLE

WATER VALVE

MOORING BIT

WATER HYDRANT

ELEC. BOX

WATER METER

COMMUNICATION JUNCTION BOX

GAS METER

CATCH BASIN ROUND

SIGN

ANCHOR

STORM MANHOLE

SEPTIC TANK

THE UNDRGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY WEBER COMMUNICATIONS AND

THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY

PROVIDED FOR IRRIGATION SYSTEMS.

HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NO LOCATES OR RECORD DRAWINGS WERE

EXISTING DRAWINGS PROVIDED BY THE UTILITY OWNER. THE SURVEYOR DOES NOT WARRANT THAT THEON A FIELD SURVEY PERFORMED BY EISENBRAUN & ASSOCIATES

THIS DRAWING WAS PREPARED BY WOOLPERT INC., BASED

ON APRIL 07, 2010

VERTICAL CONTROL DATUM FOR THIS SURVEY IS

VERTICAL DATUM

THE 4TH GENERAL ADJUSTMENT OF 1912

ILLINOIS WEST ZONE (1202) STATE PLANE COORDINATE

HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS NAD83,

HORIZONTAL DATUM

S

CB

P

ST

CB

ILLINOIS

STATE OF

SURVEYOR

LAND

PROFESSIONAL

M A

T T

H

E W

H.SCH

R

A D

E R

W A

T

E R

LO LLI

N

O I S

IO,

N

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-101

M R

V -4

L .d g n

/0

/2

/0

/0

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

030 30 60

SCALE: 1" = 30'

OF THE STATE OF ILLINOIS.

THAT I AM DULY LICENSED LAND SURVEYOR UNDER THE LAWS

BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND

PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED

I HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT WAS

MATTHEW H. SCHRADER LS 3487 DATE

SURVEYOR'S CERTIFICATE

EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

PVC = POLYVYNAL CHLORIDE PIPE

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

EX. WATER LINE

EX. SEWER LINE

DIRECTION OF FLOW

BOTTOM STRUCTURE = 548.41

BOTTOM STRUCTURE = 548.73

SAFETY RING STAND

LADDER

SAFETY RING STAND

LADDER

SAFETY RING STAND

ASP

HALT

D

RI

VE

GAGEWELL

W

ATE

R

TYPICAL

CONCRETE CURB & GUTTER

RIM = 551.31

INV. 12" CLAY N = 548.46

INV. 12" CLAY S = 548.41

RIM = 551.33

INV. 12" CLAY S = 548.78

STORM LINE FROM UTILITY DGN M-L16/126 NUMBER C4

PROVIDED FROM LOCKMASTER

10" VCP STORM SEWER

LADDER

BLD.

DEC

36"

DEC

12"

C B

DEC

6"

C B

DEC

6"

CON

18"

CON

18"

CON

18"

CON

18"

CON

24"

DEC

36"

P P 555555

560 560

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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US Army Corps

Rock Island District

R O

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LEGEND

EXTERIOR LIGHT

CATCH BASIN

DECIDUOUS TREE

SANITARY MANHOLE

WATER VALVE

MOORING BIT

WATER HYDRANT

ELEC. BOX

WATER METER

COMMUNICATION JUNCTION BOX

GAS METER

CATCH BASIN ROUND

SIGN

ANCHOR

STORM MANHOLE

SEPTIC TANK

THE UNDRGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY WEBER COMMUNICATIONS AND

THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY

PROVIDED FOR IRRIGATION SYSTEMS.

HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NO LOCATES OR RECORD DRAWINGS WERE

EXISTING DRAWINGS PROVIDED BY THE UTILITY OWNER. THE SURVEYOR DOES NOT WARRANT THAT THEON A FIELD SURVEY PERFORMED BY EISENBRAUN & ASSOCIATES

THIS DRAWING WAS PREPARED BY WOOLPERT INC., BASED

ON APRIL 07, 2010

VERTICAL CONTROL DATUM FOR THIS SURVEY IS

VERTICAL DATUM

THE 4TH GENERAL ADJUSTMENT OF 1912

ILLINOIS WEST ZONE (1202) STATE PLANE COORDINATE

HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS NAD83,

HORIZONTAL DATUM

S

CB

P

ST

CB

N

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-102

M R

V -4

L .d g n

/0

/2

/0

/0

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

030 30 60

SCALE: 1" = 30'

EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

PVC = POLYVYNAL CHLORIDE PIPE

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

EX. WATER LINE

EX. SEWER LINE

DIRECTION OF FLOW

M A

T C

H L

IN

E S

E E S

H E

E T V -1

FUEL LINE

ASPHALT

CABLE PULLEY

METAL GRATE

METAL GRATE

LADDER

SAFETY RING STAND

ASPHALT

LADDER

CRANE BASE

METAL GRATE

WEATHER STATION

SAFETY RING STAND

METAL GRATE

ASPHALT DRIVE

ASPHALT

WELL

TRANSFORMER PAD

AIR COMPRESSOR PAD

GENERATOR PAD

MITER GAUGE

ASSEMBLY FLAGPOLE

MAINTENANCE

BUILDING

FF= 557.04

CCS BUILDING

FRONT STOOP

FF= 554.65

SHELTER

COMFORT STATION

BLD.

BLD

PARKING BLD.

MACH

MACHINERY

MACH.

BRICK PLANTERS (TYP.)

STORM LINE FROM UTILITY DGN M-L16/126 NUMBER C4

PROVIDED FROM LOCKMASTER

10" VCP STORM SEWER

RIM = 551.08

INV. 6" VCP N = 546.33

INV. 6" VCP S = 546.33

RIM = 556.69

INV. 6" VCP E = 547.58

INV. 6" VCP W = 547.58

RIM = 552.83

INV. 10" VCP W = 540.68

SANITARY LINE FROM UTILITY DGN M-L16/126 NUMBER C4

PROVIDED FROM LOCKMASTER

UG AIR

UG AIR

UG AIR

U G A

IR

BLD.

DEC

4"

DEC

30"

DEC

6"

DEC

12"

DEC

18"

CB

DEC

4"

DEC

12"

P

DEC

6"

DEC

4"

DEC

24"DEC

24"

CON

18"

DEC

6"

P

DEC

30"

DEC

18"

P

PP

555555555

DEC

12"

DEC

6"

DEC

6"

DEC

6"

S

S

P

WW

560 560 560

560 560

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US Army Corps

U .S

A R

M Y C

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F E

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US Army Corps

Rock Island District

R O

C K I S

L A

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LEGEND

EXTERIOR LIGHT

CATCH BASIN

DECIDUOUS TREE

SANITARY MANHOLE

WATER VALVE

MOORING BIT

WATER HYDRANT

ELEC. BOX

WATER METER

COMMUNICATION JUNCTION BOX

GAS METER

CATCH BASIN ROUND

SIGN

ANCHOR

STORM MANHOLE

SEPTIC TANK

THE UNDRGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY WEBER COMMUNICATIONS AND

THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY

PROVIDED FOR IRRIGATION SYSTEMS.

HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NO LOCATES OR RECORD DRAWINGS WERE

EXISTING DRAWINGS PROVIDED BY THE UTILITY OWNER. THE SURVEYOR DOES NOT WARRANT THAT THEON A FIELD SURVEY PERFORMED BY EISENBRAUN & ASSOCIATES

THIS DRAWING WAS PREPARED BY WOOLPERT INC., BASED

ON APRIL 07, 2010

VERTICAL CONTROL DATUM FOR THIS SURVEY IS

VERTICAL DATUM

THE 4TH GENERAL ADJUSTMENT OF 1912

ILLINOIS WEST ZONE (1202) STATE PLANE COORDINATE

HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS NAD83,

HORIZONTAL DATUM

S

CB

P

ST

CB

N

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-103

M R

V -4

L .d g n

/0

/2

/0

/0

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

030 30 60

SCALE: 1" = 30'

EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

PVC = POLYVYNAL CHLORIDE PIPE

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

EX. WATER LINE

EX. SEWER LINE

DIRECTION OF FLOW

BOTTOM STRUCTURE = 549.30

BOTTOM STRUCTURE = 549.84

ASPHALT

LADDER

METAL GRATE

MITER GAUGE ASSEMBLY

METAL GRATE

LADDER

SAFETY RING STAND

WEATHER STATION

SAFETY RING STAND

LADDER

SAFETY RING STAND

LADDER

A S P H

A

LT

D

R

IV

E

MONDEVICE KEY PAD

GATE SENSOR PAD

GAGEWELL

FENCE

SHELTER

WATER

CANOPY

RIM = 552.50

INV. 12" CLAY N = 549.30

INV. 12" CLAY S = 549.30

RIM = 552.50

INV. 12" CLAY S = 549.79

INV. 12" CLAY = 548.82

U G A

IR

WATER

BLD

CON

24"

CON

24"

CON

18"

CON

12"

CON

12"

CON

12"

CON

12"

CON

18"

CON

12"

CB

CB

P

P

DEC

2"

DEC

30"

DEC

4"

P

P

P P

P

P

DEC

36"