A22 Reference Site Characterization Lock 18.pdf

MISSISSIPPI RIVER

LOCK NOS. 16, 18 & 20

KEVEL RAIL REPLACEMENT

Site Characterization Information

Lock & Dam 18 Concrete Cores

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SCALE: 1" = 30'

PLAN - CORING LOCATIONS - LOCK 18

3'-0" D/S FROM MONOLITH JOINT 16/17

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

17LD18-23-04

3'-0" U/S FROM MONOLITH JOINT 14/15

1'-0" FROM LANDSIDE FACE OF GUIDEWALL

14LD18-23-03

2'-6" D/S FROM MONOLITH JOINT 8/9

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

9LD18-23-02

2'-0" D/S FROM MONOLITH JOINT 1/2

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

2LD18-23-01

LOCATION DESCRIPTION

MONOLITH

POINT

CORING LOCATIONS - LOCK 16

LD18-23-04 LD18-23-02 LD18-23-01

LD18-23-03

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NORTH

PLAN

LOCATION DESIGNATION LABELS SHOWN NEXT TO THE BORING SYMBOL.

LD18-23-01 THROUGH LD18-23-04 ARE THE CORRESPONDING BORING 2.

SHEET B-602.

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 19MONOLITH 20

30' 60'0

FLOW

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SCALE: NTS

DIAGRAM - CORING LOGS - LOCK 18

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

JAY GATES

NAME OF DRILLER:

DATE OF DRILLING: 12/6/2023

TOTAL DEPTH OF HOLE: 39"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD18-23-01

2-0"' UPSTREAM FROM MONOLITH JOINT 1/2

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

MONOLITH #2LOCATION:

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:

DIRECTION OF CORE: VERTICAL

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

JAY GATES

NAME OF DRILLER:

DATE OF DRILLING: 12/6/2023

TOTAL DEPTH OF HOLE: 25"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD18-23-03

2'-0" DOWNSTREAM FROM MONOLITH JOINT 14/15

1'-0" FROM LANDSIDE FACE OF GUIDEWALL

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

BILL TAGUE

NAME OF DRILLER:

DATE OF DRILLING: 12/6/2023

TOTAL DEPTH OF HOLE: 33"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD18-23-04

3'-0" UPSTREAM FROM MONOLITH JOINT 16/17

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:

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

JAY GATES

NAME OF DRILLER:

DATE OF DRILLING: 12/6/2023

TOTAL DEPTH OF HOLE: 36"

DRILL DESIGNATION: MILWAUKEE DRILL

PROJECT: LOCKS 16, 18, AND 20 KEVEL RAIL

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO: LD18-23-02

2'-6" UPSTREAM FROM MONOLITH JOINT 8/9

1'-8" FROM RIVERSIDE FACE OF GUIDEWALL

LOCATION: MONOLITH #9

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 LIMESTONE AGGREGATE 3/4" TOP SIZE

-16 1/2" OVERLAY

BREAK TYPE: 2

COMP STR: 7,590 PSI

UNIT WEIGHT: 142.6 PCF

LOAD: 83,680 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 5.75"

-CRUSHED LIMESTONE AGGREGATE 2" TOP SIZE

-HORIZONTAL CRACK @ 9 1/4"

-FRACTURE AT 12 1/2" (SIGNIFIGANT)

-FINE CRACKS THROUGH AGGREGATES AND PASTE

-CRUSHED LIMESTONE AGGREGATE 2" TOPSIZE

AND ORIGINAL CONSTRUCTION)

-FRACTURE @ 16 1/2" (APPARENT TRANSITION ZONE BETWEEN OVERLAY

-FRACTURE AT 20"

-FRACTURE AT 25"

-END OF CORING 39"

BREAK TYPE: 3

COMP STR: 5,771 PSI

UNIT WEIGHT: 151.2 PCF

LOAD: 64,960 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 5.25"

-CRUSHED LIMESTONE AGGREGATE 3/4" TOP SIZE

-HORIZONTAL AND VERTICAL CRACKING THROUGH TOP 5"

BREAK TYPE: 3

COMP STR: 6,563 PSI

UNIT WEIGHT: 142.4 PCF

LOAD: 70,180 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 7.13"

-RUBBLE NOT RECOVERED

-TOP 4 1/2" OVERLAY SURFACE

-FRACTURE AT 10 3/4"

-ABANDONED ELECTRICAL CONDUIT AT 18"

-END OF CORING 25"

BREAK TYPE: 3

COMP STR: 5,693 PSI

UNIT WEIGHT: 146.3 PCF

LOAD: 66,170 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 4.25"

BREAK TYPE: 1

COMP STR: 6,911 PSI

UNIT WEIGHT: 147.7 PCF

LOAD: 76,190 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 5.75"

-COLOR CHANGE IN AGGREGATE AND PASTE

-CRUSHED LIMESTONE AGGREGATE 1 1/2" TOP SIZE

-16 1/2" BONDED OVERLAY

-FRACTURE AT 5 1/2"

-FINE CRACKING THROUGH AGGREGATES AND PASTE

-FRACTURE AT 23"

-END OF CORING 33"

BREAK TYPE: 3

COMP STR: 7,253 PSI

UNIT WEIGHT: 154.4 PCF

LOAD: 79,960 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 5.75"

-FINE TO MEDIUM CRACKING THROUGH AGGREGATES AND PASTE

-FRACTURE AT 14"

-FINE TO MEDIUM CRACKING THROUGH AGGREGATES AND PASTE

-CRUSHED LIMESTONE AGGREGATE 3/4" TOP SIZE

-17" OVERLAY

BREAK TYPE: 1

COMP STR: 6,511 PSI

UNIT WEIGHT: 142.6 PCF

LOAD: 69,630 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 7.00"

-FRACTURE AT 6"

-#6B ANCHOR AT 3"

-FINE CRACKS THROUGH AGGREGATES AND PASTE

-BROKEN CONCRETE FROM 17-19"

-FRACTURE AT 24"

-END OF CORING 36"

BREAK TYPE: 3

COMP STR: 8,020 PSI

UNIT WEIGHT: 148.4 PCF

LOAD: 85,770 LBS

AVG DIAMETER: 3.69"

AVG LENGTH: 6.88"

-ABANDONED ELECTRICAL CONDUIT AT 22 1/2"

KEVEL RAIL REPLACEMENT

Site Characterization Information

Lock & Dam 18 Survey Information

MAGNAIL

MONUMENT IN ISLAND

LD18ISL

MARKER ON L OF PIERC

STA. 537.0 AHEAD (A)

PLAN

N

MARKER ON L OF PIERC

TYPICAL TAINTER GATE PIER

TYPICAL ROLLER GATE PIER

CL SERVICE BRIDGE

C

C

L SERVICE BRIDGE

STA. 537.0 AHEAD

MARKER ON L OF PIER

STA. 458.0 AHEAD

MARKER ON L OF PIER

STA. 520.0 AHEAD (A)

HW EL. 540.88

EL. 534.75

U.P. EL. 528.0

STA. 493.25 AHEAD (A)

EL. 523.0

L.P. EL. 518.2

HW EL. 534.15

STA. 520.0 AHEAD

EL. 534.75

U.P. EL. 528.0

HW EL. 540.88

EL. 523.0

L.P. EL 518.2

SETTING DIAGRAM

STAMP IDENTIFICATION MARK

CENTER PUNCH AFTER SETTING,

1" DIA.

S

W E

D G

E

/8

GROUT

PIER POSITION MARKER

LOCK

AUXILIARY MAIN LOCK

F L

O W

EL. 516.0

FLOW

FLOW

"8

SMOOTH SURFACE

BRASS ROD

WT. 15 LBS. MAKE

SURFACE OF

CONCRETE

BRASS

STORAGE YARD

L A

N D

W A

L L

STA. 491.5 A

STA. 464.5 A

STA. 520.0 A

L SERVICE BRIDGE

C

IN

T

E R

M E

D

IA

T E

W A

L L

R

IV

E R

W A

L L

A3

A B

U T

M E

N T

B

A B

U T

M E

N T

A

A2

AB1

AB2

A1 U6 U5U8 U7 U2 U1U4 U3U14 U13U16 U15 U10 U9U12 U11

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

P

IE

R

L2I3

L1

B4L4

L3

I1

R2

R3

R1

I5

I4

I2

L5I5

M5M8

195'-0" 1350'-2"

5 TAINTER GATES @ 60' = 348'-8"3 ROLLER GATES @ 100' = 330'-0"9 TAINTER GATES @ 60' = 637'-4" 17'-1" 17'-1"

L INDICATES LAND WALL

R INDICATES RIVER WALL

U INDICATES UPSTREAM ON PIERS

A INDICATES ABUTMENT

D INDICATES DOWNSTREAM ON PIERS

U & D PRECEDE PIER NUMBERS.

I INDICATES INTERMEDIATE WALL

L, I ,R & A ARE NUMBERED BEGINNING UPSTREAM

PIER ALIGNMENT - STA. 533.5A

U11 U12U10U8 U9 U16 A1U15U13 U14U7R2 U1I3MARKER L2 U5 U6U4U2 U3

U=UPSTREAM

D=DOWNSTREAM

CONTROL LINE

DISTANCE IN

FEET FROM

AUG-SEPT 2008 POST FLOOD

JUNE 2008

INSTR.

INSTR. F.S.

.000.006D

.000 .000

.003D

.000 .000

.015D

.000 .000

.002D .017U

.000

.002D

.000

.003D.012D

.000

.015U

.000 .000

.010D

.000

.000

.000

.014DF.S.

.000

.000

.000

.000.000

.000

.000.007U

.000 .000

1 A2 RESET NOVEMBER, 1973 -REFERENCE MARKER RELOCATED

A1, AB1, AND AB2 RESET NOVEMBER, 2009

NOV 2009 .000 .000 .000 .000 .000

AB-1

.0003

3 ALIGNMENT AND LOCATION SURVEY PREFORMED BY CONTRACTOR NO INDICATION OF INSTURMENT PLACEMENT

.005D .010D .010U .030D

528.80

AUG 28-29 SEPT 11 528.48

531.83

520.01

.59

8.37.94

.56

L.P.EL. AVER. MAX.YEAR OBSERVATION DATEU.P.EL.

EFFECTIVE HEAD

2008 JUNE 10,11

MIN.MAX.

Post Flood

FIELD BOOK REFERENCE

AUG-SEP 2003 N18 PS-27 pg. 32-36

JUNE 2008 N18 PS-27 pg. 24-29

4 LIMITED DATA COLLECTED DUE TO CONTRACTOR RE-SURFACING OF PIERS

JUNE 2012 N18 PS-27 pg. 37-38

2012 525.13527.92JUNE 12, 2012 2.792.785

STA. 533.5 AHEAD (A)

L PINTLE STA 0+00.0

STA 0+20 BACK (B)

C

5 D1 THRU D4, M5,M8, AND D9 THRU D16 RESET BY CONTRACTOR 2012 537.66

MSL 1912

BM: 09-77-18

537.80

MSL 1912

BM: 18-1-1

GAUGE ZERO = 518.52 MSL 1912 DATUM

OCT/NOV 2016 N18 PS-27 pg. 59-68

2016 533.29 525.51 2.66OCT 4, 5, 17, 19, 27,NOV 7, 2016 1.30

OCT/NOV 2016INSTR. F.S..000 .000 .000 .000 .000 .000 .000 .000 .000 .000.005D .000 .020D .000 .010D .000

MARKER STA.

AB1

L3

U16

A1

U11

U10

I4

R3

4+91.5A

4+91.5A

5+33.5A

4+91.5A

U14

U15

U12

U13

I3

L2

U1

R2

I1

L1

R1

I2

U7

U6

U9

U8

U3

U2

U5

U4

5+33.5A

6+55.0A

6+55.0A

6+55.0A

5+33.5A

5+33.5A

6+55.0A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

5+33.5A

NOV 2009

188.83

539.690

539.721

JUNE 2012

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

537.642

537.647

537.613

537.595

537.576

537.592

537.572

537.592

537.621

537.632

116.034

115.945

137.965

116.015

138.053

115.913

4 SEPT 2012

DIST. ELEV.

537.595

116.032

537.577

537.615

115.985

537.592

537.622

116.017

537.647

137.978

537.572

534.886

534.889

534.914

534.842

534.941

114.983

534.899

115.022

534.871

115.001

534.931

534.939

534.897

534.858

534.922

534.905

535.002

534.943

535.913

539.737

539.703

537.630

138.058

537.638

115.929

537.588

OCT/NOV 2016

72.189

72.210

72.122

75.710

75.694

72.143

72.439

72.050

72.084

72.190

72.254

72.125

93.055

70.432

DIST. ELEV.

OCT 2021

537.622

537.601

537.659

537.584

539.749

539.713

537.641

537.647

537.602

115.954

137.980

188.886

138.044

115.928

DIST. ELEV. ELEV.DIST.

STA.MARKER

4+64.5A

4+64.5A

4+64.5A

4+64.5A

4+91.5A

4+91.5A

4+91.5A

4+64.5A

4+64.5A

4+64.5A

0+20.5B

4+64.5A

4+64.5A

0+20.5B

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5A

4+91.5AD11

D10

D9

D12

D15

D14

D13

D2

D1

R3

D3

M8

M5

D4

D8

L5

I6

D7

I5

D5

D6

AB2

A2

D16

L4

A3

B4

L4

NOV 2009

593.202

185.31

DIST. ELEV. DIST. ELEV.

JUNE 2012

537.612

537.582

537.634

537.624

138.057

116.022

4 SEPT 2012

DIST. ELEV.

534.561

93.092

534.539

534.559

534.538

534.520

534.556

534.538

534.567

534.553

534.588

534.570

534.573

534.588

534.564

72.170

72.219

72.147

69.088

69.089

72.166

72.174

72.217

72.228

72.171

72.228

72.222

73.707

534.554

534.545

534.554

534.543

534.515

534.569

534.592

534.570

534.575

534.621

534.594

534.607

534.611

534.591

537.137

539.216

537.622

138.063

537.628

537.577

115.851

537.560

533.657

537.622

OCT/NOV 2016

537.588

69.067

72.173

72.168

72.202

72.210

72.155

72.200

72.195

93.036

72.159

72.228

72.132

69.077

73.698

OCT 2021

534.569

534.574

534.571

534.572

534.544

534.591

534.599

534.578

534.581

534.630

534.602

534.611

534.615

534.596

537.147

539.226

537.632

537.636

537.587

537.571

537.632

537.602

69.039

72.177

72.156

72.194

72.211

72.152

72.201

72.201

93.037

72.156

72.229

72.13

69.07

73.702

185.335

138.048

115.861

OCT 2021 NO PLUGS ON U LINE DUE TO RE-SURFACING

6 L1,L2,I1,U1 - U16 PLUGS ARE GONE DUE TO PIER RE-SURFACING, BULKHEAD SLOTS REPAIRS

2057720.70131537362.3355LD18ISL

2059213.90211536041.6448 MAGNAIL

2059922.98741536564.8303LD18

2059374.541535914.6209-77-18

EASTINGNORTHINGMARKER

MONUMNET IN GRASS ABOUT 25FT+/- D/S OF GATE

LD18

OCT 2021 N18 PS-27 pg. 69-79

8. ALIGNMENT COMPUTED USING POINT COORDINATES.

KNOWN HISTORIC COORDINATES (REFER TO EISENBRAUN DATA).

POST PROCESSED USING THE NGS OPUS WEBSITE. 09-77-18 HAS

AVERAGING A PAIR OF >2HR GPS SESSIONS, WHICH HAD BEEN

HORIZONTAL COORDINATES FOR LD18 WERE ESTABLISHED BY 7.

LD18ISL AND EXISTING 09-77-18.

ANGLES & DISTANCES FROM NEWLY SET MONUMENTS LD18 &

6. HORIZONTAL POSITION AT EACH POINT COLLECTED BY 3 SETS OF

5. TO CONVERT MSL12 DATUM TO NAVD88 DATUM SUBTRACT 1.09'.

BASED ON MARKER 18-1-L BEING 537.80.

4. ELEVATIONS MEASURED W/LEICA DNA10 IN MSL 1912 DATUM,

STATION.

3. HORIZONTAL SURVEY PERFORMED W/1" LEICA TS16 TOTAL

UNITS: U.S. SURVEY FEET.

VERTICAL DATUM: MSL 1912

2. PROJECT HORIZONTAL DATUM: NAD83 SPCS ILLINOIS WEST-1202

1. INSTRUMENTATION SURVEY PERFORMED OCT 18-27, 2021.

GENERAL NOTES

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

2021 528.08 520.44 7.31OCT 18TH, 27TH 7.05

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

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Site Characterization Information

Lock & Dam 18 Site Survey

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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 MARCH 31, 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

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H.SCH

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A D

E R

W A

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M A

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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

N

METAL GRATE

LADDER

LADDER

SPEAKER

SAFETY RING STAND

GAGE WELL

SAFETY RING STAND

LADDER

CABLE PULLEY

METAL GRATE

MITER GAUGE ASSEMBLY

METAL GRATE

WATER

GRASS

SHELTER

WATER

MACH. BLD.

RIM = 537.59

BOTTOM STRUCTURE = 521.84

D E C2

D E C2

CB

D E C2

D E C3

D E C3

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U .S

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P S O

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Rock Island District

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EXTERIOR LIGHT

CATCH BASIN

DECIDUOUS TREE

SANITARY MANHOLE

WATER VALVE

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WATER HYDRANT

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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 MARCH 31, 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

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

N

FF= 538.21

FF= 538.59

LADDER

TAINTER VALVE

METAL GRATE

DECK

LADDER

CRANE BASE

METAL GRATE

WEATHER STATION

MONDEVICE WELL

METAL GRATE

TAINTER VALVE

LADDER

METAL GRATE

MITER GAUGE ASSEMBLY

SEPTIC TANK ABANDONED

GENERATOR PAD

TRANSFORMER PAD

AIR CONDITIONER PAD

ASPH. DRIVE

KEYPAD

GATE SENSOR PAD

ASPHALT

CONC.

SHELTER

GARAGE

PAINT

HOUSE

CCS BUILDING

FRONT STOOP

BUILDING

MAINTENANCE

WATER

MACH.

BLD.

BRICK

PLANTER

CONC.

RIM = 536.20

INV. 12" RCP E = 532.85

INV. 12" RCP W = 532.90

RIM = 536.14

INV. 12" RCP E = 532.89

BOTTOM STRUCTURE = 532.94

RIM = 537.60

BOTTOM STRUCTURE = 523.60

INV 12" RCP = 532.02

RIM = 538.20

RIM = 538.44

RIM = 536.28

BOTTOM STRUCTURE = 523.93

INV. 4" PVC SE = 528.85

INV. 4" PVC SW = 528.90

INV. 6" PVC NE = 532.99

INV. 6" PVC NW = 533.04

U G A

IR

UG AIR

UG AIR

P ST

CB

CB

CB

D E C4

CB

D

D E C6

D E C2

D E C1

D E C2

D E C6

D E C6

D E C6

D E C6

P

D E C6

ST

D E C

D E C2

D E C6

D E C1

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D E C2

D E C6

D E C1

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US Army Corps

U .S

A R

M Y C

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P S O

F E

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Rock Island District

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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 MARCH 31, 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

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

N

METAL GRATE

CABLE PULLEY

LADDER

WEATHER STATION

GAGE WELL

SPEAKER

SAFETY RING STAND

METAL GRATE

SAFETY RING STAND

METAL GRATE

ASPH. DRIVE

ASPH. DRIVE

SPEAKERSPEAKER

WELL

CONC.

RIP RAP

GRAVEL

WATER

SHELTER

SHED

GARAGE

BRICK PLANTERS

RIM = 536.26

INV. 12" CLAY E = 533.56

INV. 12" CLAY W = 533.76

RIM = 536.07

INV. 12" CLAY E = 533.97

BOTTOM STRUCTURE = 533.87

INV 12" CLAY = 532.72

U G A

IR

BLD.P

CB

CB

D E C1

D E C

D E C6

D E C1

D E C1

D E C6

D E C6

D E C1

D E C2

D E C4

D E C

D E C2

D E C2

D E C

D E C2

P

D E C4

D E C1

D E C6

D E C4