PLAN_SET_REFERENCE-SOLICITATION.pdf

734186

126143

161141

159125

2,231,000

2,2

,00

2,232,000

2,2

,00

2,233,000

2,233,000

2,234,000

2,234,000

2,235,000

2,235,000

2,236,000

2,236,000

2,237,000 2,2

,00

2,238,000

2,2

,00

1,786,000

1,7

,00

1,787,000

1,7

,00

1,788,000

1,7

,00

1,789,000

1,7

,00

1,790,000

1,7

,00

1,791,000

1,7

,00

1,792,000

0 400 800200 Feet

1 " = 200 '

Hydrographic Survey of the Mississippi River - Pool 14 Orthophotography flown 2012 - USDA NAIP Imagery Horizontal Projection: State Plane, NAD 1983, Illinois West - 1202, U.S. Survey Feet Vertical Datum: MSL 1912 U.S. Survey Feet.

All soundings adjusted to Flat Pool: 572.0 Water Surface at time of survey: 571.6 Water Stage: -0.4

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ROCK ISLANDENGINEER DISTRICT

Peoria

La Grange

MarseillesStarved Rock

L e C l a ir e

P le a s a n t V a lle y

R iv e r d a le

H a m p to n

P o rt B y ro n

R a p id s C i ty

5004 Survey Date: 05/06/2014 Survey Vessel: Launch Coot Conducted by: Justin Coldwater Processed in ArcGIS by: John Hayes 5/19/2014 File Name: MVRUM14_49314945_14A

US Army Corps of Engineers

District: CEMVR

NOTES: DISCLAIMER

Access Constraints: The United States Government furnishes these data and the recipient accepts and uses them with the express understanding that the US Government makes no warranties, expressed or implied concerning the accuracy, completeness, readability, usability, or suitability for any particular purpose of the information and data furnished. The United States shall be under no liability whatsoever to any person by reason of any use made thereof. These data belong to the Government. Therefore the recipient fully agrees not to represent these data to anyone as other than Government provided data. The recipient may not transfer these data to others without also transferring this Disclaimer.

Distribution Liability: The data represents the results of data collection/processing for a specific US Army Corps of Engineers activity and indicates the general existing conditions.

As such, it is only valid for its intended use, content, time and accuracy specifications. The user is responsible for the results of any of the application of the data for other than its intended purpose.

Depth (Ft) -10'

0'

9'

10' 10.5' 11' 12'

20'

30'

50'

River Mile

Lights

De sig ne d B y:

Dr aw n B

Ch ec ke

Re vie we

Da te:

5/

/20

Fil e N o.

I.S .O

. S he et Fil e N am e:

So lic ita tio n N um be r:

U.

S.

AR

MY

EN

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D

IS

TR

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CO

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OF

EN

GI

NE

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S

! Mile ! Tenth

Ap pro ve d

Da te

De sc rip tio n Sy mb ol

Sh ee t Re fer en ce Nu mb er

1 o f 1

Wing Dam Location River Features

Yellow

White

Red

Green

Daybeacon

TR: Triangle, Red SG: Square, Green NG: Rhombus, Green and White NR: Rhombus, Red and White

Lateral Buoys

XWy( Red XWy Green

F LOW

Site Detail Location Map Site Location Map

Upper Mississippi River Reach:

River Miles:

Survey Type:

493.1-494.5

LeClaire Canal

Reconnaissance Condition

UMR Poo l 14 R iv e r R each M i l es 493 . 1 -494 .5UMR Poo l 14 R iv e r R each M i l es 493 . 1 -494 .5

Po int s r ep res en t s ha llo we st de pth va lue de riv ed fro m fo ot gri d c ell s.

LeC la i r e Cana lLeC la i r e Cana l±

Ma p D oc um en t G rid is

' x

Gage Used:

Lock 14 Pool / RM 493.3

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EXTERIOR LIGHT

CATCH BASIN

DECIDUOUS TREE

SANITARY MANHOLE

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WATER HYDRANT

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WATER METER

COMMUNICATION JUNCTION BOX

GAS METER

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SIGN

ANCHOR

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EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

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 26, 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

PVC = POLYVYNAL CHLORIDE PIPE

S

CB

P

ST

CB

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-101

/0

/2

/0

/0

030 30 60

SCALE: 1" = 30'

SURVEYOR'S CERTIFICATE

Brett R. Kennedy LS 13806 DATE

OF THE STATE OF IOWA.

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

EX. WATER LINE

EX. SEWER LINE

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

N

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V -4

L .d g n

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#13806

KENNEDY

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ASPHALT

METAL GRATE

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NG

LIFT STATION

W

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CONC.

CONC.

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RIM = 576.64

BOTTOM STRUCTURE = 563.44

RIM = 577.90

INV. 18" RCP SW = 572.40

BOTTOM STRUCTURE = 572.45

RIM = 578.15

INV. 18" RCP NE = 571.90

BOTTOM STRUCTURE = 571.85

INV. 18" RCP S = 571.80

RIM = 575.30

INV. 18" RCP S = 570.45

BOTTOM STRUCTURE = 570.50

18" RCP INV.

DEC

2"

DEC

2"

W

CB

P

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DEC2"

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EXTERIOR LIGHT

CATCH BASIN

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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

THE 4TH GENERAL ADJUSTMENT OF 1912

ILLINOIS WEST ZONE (1202) STATE PLANE COORDINATE

HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS NAD83,

HORIZONTAL DATUM

PVC = POLYVYNAL CHLORIDE PIPE

S

CB

P

ST

CB

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-102

/0

/2

/0

/0

030 30 60

SCALE: 1" = 30'

EX. WATER LINE

EX. SEWER LINE

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

N

M R

V -4

L .d g n

DI

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OF

FLOW

M A

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H L

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WAREHOUSE

METAL GRATE

SAFETY RING STAND

LADDER

LADDER

SAFETY RING STAND

RADIO TOWER

LADDER

LADDER

CONC.

METAL GRATE

SAFTEY RING STAND

METAL GRATE

SAFTEY RING STAND

LADDER

ASPHALT

CONCRETE

RADIO TOWER

CONCRETE

A S P

H A L T D

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W A

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LIFT STATION

B R

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LOCK

CONTROL HOUSE

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LDI

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METAL GRATE

BLD.

WATER

BOTTOM STRUCTURE = 563.44

RIM = 576.79

BOTTOM STRUCTURE = 563.49

UNDETERMINED LIMITED ACCESS

RIM = 576.04

INV. 12" CLAY NE = 562.84

BOTTOM STRUCTURE = 562.39

INV. 12" CLAY SW = 562.84

INV. 12" CLAY NE = 561.55

RIM = 574.85

BOTTOM STRUCTURE = 561.60

RIM = 574.89

INV. 12" CLAY SW = 561.64

BOTTOM STRUCTURE = 561.69

NO ACCESS

NO ACCESS

RIM = 580.14

INV. 10" CLAY SE = 568.49

RIM = 579.09

INV. 10" CLAY NE = 571.29

INV. 10" CLAY SE = 571.19

BOTTOM STRUCTURE = 571.24

NO ACCESS

RIM = 577.28

BOTTOM STRUCTURE = 573.23

INV. 18" RCP NW = 573.28

INV. 18" RCP SW = 573.18

RIM = 579.76

INV. 18" RCP SW = 573.21

BOTTOM STRUCTURE = 573.26

INV. 10" CLAY NE = 573.31

RIM = 578.19

INV. 10" CLAY NE = 569.39

INV. 10" CLAY NW = 569.29

INV. 10" CLAY SW = 569.39

BOTTOM STRUCTURE = 569.34

W

AREHOUSE

BUI

LDI

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CONC.

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DEC12"

DEC

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DEC8"

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CATCH BASIN

DECIDUOUS TREE

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COMMUNICATION JUNCTION BOX

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EX. STORM LINE

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EX. UG ELEC.

FENCE

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EX. GAS LINE

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 THE

ON A FIELD SURVEY PERFORMED BY EISENBRAUN & ASSOCIATES

THE 4TH GENERAL ADJUSTMENT OF 1912

ILLINOIS WEST ZONE (1202) STATE PLANE COORDINATE

HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS NAD83,

HORIZONTAL DATUM

PVC = POLYVYNAL CHLORIDE PIPE

S

CB

P

ST

CB

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

V-103

/0

/2

/0

/0

030 30 60

SCALE: 1" = 30'

EX. WATER LINE

EX. SEWER LINE

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

N

M R

V -4

L .d g n

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M A

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W

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W

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BLD.

RIM = 583.97

INV. 10" CLAY SW = 577.02

BOTTOM STRUCTURE = 577.07

INV. 10" CLAY NE = 577.12

P

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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

EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

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 26, 2010

PVC = POLYVYNAL CHLORIDE PIPE

S

CB

P

ST

CB

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-111

/0

/2

/0

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030 30 60

SCALE: 1" = 30'

SURVEYOR'S CERTIFICATE

R O

Y E

V

RUS DNAL D

E

S N

E

CI

L

AWOI Brett R. Kennedy LS 13806 DATE

OF THE STATE OF IOWA.

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

EX. WATER LINE

EX. SEWER LINE N

M R

V -4

L .d g n

DI

RECTI

ON

OF

FLOW

HORIZONTAL DATUM

VERTICAL DATUM

THE HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS NAD83,

ILLINOIS WEST ZONE (1202) STATE PLANE COORDINATE

THE VERTICAL CONTROL DATUM FOR THIS SURVEY IS

NAVD88, GEOID09

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

#13806

KENNEDY

BRETT R.

ASPHALT

METAL GRATE

CONCRETE

KEY PAD

GATE SENSOR PAD

LANDSCAPI

NG

LIFT STATION

W

ALK

W

ALK

CONC.

CONC.

CONC.

METAL GRATE

PROJ

ECT

OFF

IC

E

RIM = 575.91

BOTTOM STRUCTURE = 562.71

RIM = 577.17

INV. 18" RCP SW = 571.67

BOTTOM STRUCTURE = 571.72

INV. 12" CLAY NE = 560.82

RIM = 574.12

BOTTOM STRUCTURE = 560.87

RIM = 577.42

INV. 18" RCP NE = 571.17

BOTTOM STRUCTURE = 571.12

INV. 18" RCP S = 571.07

RIM = 574.57

INV. 18" RCP S = 569.72

BOTTOM STRUCTURE = 569.77

NO ACCESS

RIM = 577.46

INV. 10" CLAY NE = 568.66

INV. 10" CLAY NW = 568.56

INV. 10" CLAY SW = 568.66

BOTTOM STRUCTURE = 568.61

18" RCP INV.

W

W

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2"

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IDENTIFICATION

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®of Engineers

US Army Corps

U .S

A R

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R S of Engineers

US Army Corps

Rock Island District

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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

EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

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 THE

ON A FIELD SURVEY PERFORMED BY EISENBRAUN & ASSOCIATES

THIS DRAWING WAS PREPARED BY WOOLPERT INC., BASED

ON APRIL 26, 2010

PVC = POLYVYNAL CHLORIDE PIPE

S

CB

P

ST

CB

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

M A

T C

H L

IN

E S

E E S

H E

E T V -1

V-112

/0

/2

/0

/0

030 30 60

SCALE: 1" = 30'

EX. WATER LINE

EX. SEWER LINE

N

M R

V -4

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DI

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ON

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FLOW

M A

T C

H L

IN

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H E

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ATCHLI

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SEE

SHEET

V-

HORIZONTAL DATUM

VERTICAL DATUM

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

WAREHOUSE

WAREHOUSE

SAFETY RING STAND

LADDER

LADDER

SAFETY RING STAND

RADIO TOWER

LADDER

LADDER

CONC.

METAL GRATE

SAFTEY RING STAND

METAL GRATE

SAFTEY RING STAND

LADDER

ASPHALT

CONCRETE

RADIO TOWER

CONCRETE

ASPHALT DRIVE

RIP RAP

LIFT STATION

B R

ID

G E

AUXI

LIA

RY

LOCK

CONTROL HOUSE

BUI

LDI

NG

METAL GRATE

BLD.

WATER

RIM = 576.06

BOTTOM STRUCTURE = 562.76

UNDETERMINED LIMITED ACCESS

RIM = 575.31

INV. 12" CLAY NE = 562.11

BOTTOM STRUCTURE = 561.66

INV. 12" CLAY SW = 562.11

INV. 12" CLAY NE = 560.82

RIM = 574.12

BOTTOM STRUCTURE = 560.87

RIM = 574.16

INV. 12" CLAY SW = 560.91

BOTTOM STRUCTURE = 560.96

NO ACCESS

NO ACCESS

RIM = 579.41

INV. 10" CLAY SE = 567.76

RIM = 578.36

INV. 10" CLAY NE = 570.56

INV. 10" CLAY SE = 570.46

BOTTOM STRUCTURE = 570.51

NO ACCESS

RIM = 576.55

BOTTOM STRUCTURE = 572.50

INV. 18" RCP NW = 572.55

INV. 18" RCP SW = 572.45

RIM = 579.03

INV. 18" RCP SW = 572.48

BOTTOM STRUCTURE = 572.53

INV. 10" CLAY NE = 572.58

RIM = 577.46

INV. 10" CLAY NE = 568.66

INV. 10" CLAY NW = 568.56

INV. 10" CLAY SW = 568.66

BOTTOM STRUCTURE = 568.61

W

AREHOUSE

BUI

LDI

NG

CONC.

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U .S

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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

EX. STORM LINE

GUARDRAIL

EX. UG ELEC.

FENCE

TREELINE

EX. GAS LINE

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 THE

ON A FIELD SURVEY PERFORMED BY EISENBRAUN & ASSOCIATES

THIS DRAWING WAS PREPARED BY WOOLPERT INC., BASED

ON APRIL 26, 2010

PVC = POLYVYNAL CHLORIDE PIPE

S

CB

P

ST

CB

RCP = REINFORCED CONCRETE PIPE

CI = CAST IRON PIPE

CMP = CORRUGATED METAL PIPE

EX. UG COMMUNICATION

V-113

/0

/2

/0

/0

030 30 60

SCALE: 1" = 30'

EX. WATER LINE

EX. SEWER LINE

N

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L .d g n

DI

RECTI

ON

OF

FLOW

M A

T C

H L

IN

E S

E E S

H E

E T V -1

HORIZONTAL DATUM

VERTICAL DATUM

SYSTEM DERIVED FROM OPUS SOLUTIONS IN THE NGS

OPUS DATABASE.

W

AR

EH

O

U

SE

RADIO TOWER

GAS TANK

W

AR

EH

O

U

SE

LU

M

BER

S

H O P

BLD.

BLD.

RIM = 583.24

INV. 10" CLAY SW = 576.29

BOTTOM STRUCTURE = 576.34

INV. 10" CLAY NE = 576.39

P

P

P

P

P

P

P

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