W912P620B0010_459254_Crown_Point_Sewer_Improvements_RTA_PLANS_(30-Jul-20).pdf

PDF 11 MB Posted Jul 30, 2020

Attached to: CITY OF CROWN POINT SANITARY SEWER IMPROVEMENTS - SECTION 219, CROWN POINT, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P620B0010
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation notice announces an invitation for bids for the City of Crown Point Sanitary Sewer Improvements project in Crown Point, Indiana. The United States Army Corps of Engineers, Chicago District is seeking bids from small businesses for the installation of cured-in-place pipe lining in various sewer segment diameters totaling over 8,000 feet, as well as rehabilitation of up to 40 manholes. Additional scope includes installation of a 36-inch flow meter and a 48-inch sanitary manhole. Bids are due by September 1, 2020. The estimated value of construction is between $1 million to $5 million. Interested parties must register in the System for Award Management and direct all correspondence regarding solicitation number W912P620B0010 to the point of contact.

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Other files

File	Type	Posted
CONFORMED AMENDMENT NO 0003 W912P620B0010 CROWN POINT SECTION 219.pdf	PDF	Aug 29, 2020
AMENDMENT 0002 IFB W912P620B0010 CROWN POINT SECT 219 PROJECT WC101.pdf	PDF	Aug 24, 2020
Amendment 0001 W912P620B0010 Crown Point Sanitary Sewer Improvements.pdf	PDF	Aug 19, 2020
Solicitation and Project Specifications W912P620B0010 Sanitary Sewer Improvements Crown Point IN.pdf	PDF	Jul 30, 2020

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G-002

INDEX

SHEET # REFERENCE # TITLE

01 G-001 COVER SHEET

02 G-002 INDEX

03 G-003 LEGENDS

04 G-004 GENERAL CONSTRUCTION NOTES

05 C-100 OVERALL DRAWING INDEX MAP

06 C-101 SOUTH ST. AND MAIN ST.

07 C-102 GREENWOOD AVE., ELIZABETH DR, WILLIAMS DR, AND MAIN ST

08 C-103 ELIZABETH DR., WILLIAMS DR., WILLIAMS CT

09 C-104 S COURT ST, CRESTVIEW LANE, CRESTVIEW CT, AND CRESTVIEW ST.

10 C-105 CRESTVIEW LANE AND S COURT ST.

11 C-106 ELIZABETH DR AND MAIN ST.

12 C-107 MAIN ST. AND CRESTVIEW ST

13 C-108 VALDMAN DR. AND MAIN ST.

14 C-109 FLOW METER AND IN-LINE CHECK VALVE

15 C-500 EXISTING SANITARY MAIN DATA TABLE AND REPAIR TABLE

16 C-501 EXISTING SANITARY MANHOLE STRUCTURE DATA TABLE AND COMPONENT REPAIR TABLE

17 MD1 MISCELLANEOUS DETAILS

18 MD2 MISCELLANEOUS DETAILS

19 MD3 MISCELLANEOUS DETAILS

20 MD4 MISCELLANEOUS DETAILS

21 MD5 WORK, STORAGE AND SOIL DISPOSAL AREAS AND ACCESS

22 MD6 WORK LIMITS

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STANDARD SYMBOLS

EXISTING PROPOSED

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

CATCH BASIN

SANITARY SEWER

CURED IN PLACE PIPE

STORM SEWER

PROPERTY LINE

EASEMENT

RIGHT OF WAY

CONSTRUCTION LIMITS

SILT FENCE

WATER METER PIT

POWER POLE

POLE

SIGN

FIRE HYDRANT

VALVE

INLET PROTECTOR

EDGE OF PAVEMENT

STANDARD ABBREVIATIONS

C/L CENTER LINE

RCP REINFORCED CONCRETE PIPE

EL. ELEVATION

BM BENCH MARK

PI POINT OF ELEVATION

PC POINT OF CURVATURE

CC CENTER OF CURVATURE

PT POINT OF TANGENCY

R RADIUS

L LENGTH

STA STATION

RT RIGHT OF CENTERLINE

LT LEFT OF CENTERLINE

INV INVERT ELEVATION

D.S. DOWNSTREAM

U.S. UPSTREAM

OC ON CENTER

WL WATER LEVEL

CMP CORRUGATED METAL PIPE

EXG EXISTING GAS

EXW EXISTING WATER MAIN

P POWER LINE

EXBT EXISTING BURIED TELEPHONE

O OIL PIPELINE

SD STORM SEWER

SS SANITARY SEWER

CSO COMBINED SEWER

CIPP CURED IN PLACE PIPE

EXF/O EXISTING FIBER OPTIC

EXBE EXISTING BURIED ELECTRIC

App. R/W

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G-004

GENERAL CONSTRUCTION NOTES

DEFINITIONS

1. Within these general notes,

a. The "Owner" shall mean Crown Point City Utilities.

b. The "Municipality" shall mean the City of Crown

Point.

c. The "Contractor" shall mean the prime contractor and all of its subcontractors responsible for the completion of this project.

d. The "Engineer" shall mean Commonwealth

Engineers Inc. or the Owner's authorized representative.

e. The "Utility" shall mean any private or public company providing gas, electric, water, sanitary sewer, storm sewer, combined sewer, telephone, cable television, and/or fiber optic or communication services.

f. ADA shall mean American with Disabilities Act.

g. INDOT shall mean Indiana Department of

Transportation.

h. IDEM shall mean Indiana Department of

Environmental Management.

i. USACE shall mean U.S. Army Corps of Engineers.

j. IDNR shall mean Indiana Department of Natural

Resources.

k. NRCS shall mean Natural Resource Conservation

Service.

l. OSHA shall mean Occupational Safety and Health

Administration.

m. HMA shall mean hot mix asphalt pavement.

GENERAL

1. All work described in these general notes shall be considered incidental to other work and shall not be paid for separately, unless identified on the bid form.

2. Should any errors become apparent on the plans, they shall be brought to the attention of the USACE and the

Owner, Municipality, and/or Engineer's attention prior to construction so that clarification or redesign may occur.

3. In the event the USACE, the Owner, Municipality, and/or

Engineer finds the materials or the finished product in which the materials are used or the work performed are not in reasonably close conformance with the plans and specifications, and have resulted in an inferior or unsatisfactory product, the work or materials shall be removed and replaced or otherwise corrected at the

Contractor's expense. Corrections shall be approved by

USACE and the Owner.

4. The Contractor shall have available at all times and on the work site when work is in progress, as his agent, a competent Superintendent capable of reading and understanding the plans and specifications and experienced in the type of work being performed. The

Superintendent shall be furnished irrespective of the amount or work sublet.

5. Comply with all local, state, and federal permit requirements.

6. All work shall be in accordance with EM 385-1-1, 'Safety and Health Requirements Manual', Revised 1996; U.S.

Army Corps of Engineers.

7. Contractor is responsible for incidental brush removal required to perform work activities (ie. around a manhole in order to gain access, etc.).

HOUSEKEEPING & SAFETY

1. Comply with USACE Safety Manual EM 385-1-1

SAFETY AND HEALTH REQUIREMENTS, dated 30

November 2014, as well as applicable OSHA regulations and safety requirements of any other agency having jurisdiction.

2. Provide safe access to USACE, the Owner, Municipality, and/or Engineer for complete observation and/or inspection at the project site.

3. No open trenches will be allowed in the evening after daily construction operations have finished, except in the area of the trenching box.

4. Sheet and brace trenches as necessary to protect workers, adjacent structures, and the public.

EXISTING UTILITIES

1. Utilities shown on plans are approximate in location, are for informational purposes only, and may not be all inclusive.

2. Contact all utility companies with facilities in the project limits and cause to have all utilities located prior to the initial start of construction and throughout construction as necessary.

3. Should a potential conflict exist between the existing utility, lateral, and/or service, and the proposed improvements, immediately notify Owner, Municipality, and/or Engineer for further direction.

4. Maintain service to all existing utilities throughout the duration of the project.

5. Support, brace, and/or shore existing utilities when excavating adjacent to, above, or below existing utilities.

6. Brace all utility poles adjacent to, within, or influenced by the construction in accordance with the Utility's requirements.

SURVEY & LAYOUT

1. Verify all plan manhole locations and depths prior to the start of construction. Report all discrepancies to USACE, Owner, Municipality, and/or Engineer prior to start of construction.

2. Reset all damaged permanent monuments (e.g. section corners, quarter section monuments, property corners).

Work shall be performed by a Land Surveyor registered in the state where the work is performed.

3. All radii dimensions shown on the drawings are from face of curb, unless otherwise noted.

4. Existing utilities or other obstacles may affect the horizontal and vertical alignment of the proposed infrastructure. Utilities, contour changes, or other obstacles may increase or decrease the depth of any proposed facilities accordingly. Grade changes to any proposed improvements shall be approved by the Owner or Municipality having jurisdiction.

CONSTRUCTION LIMITS

1. The work limits shall be existing right-of-way, easements, and/or construction limits.

2. Restore all areas and/or items disturbed within and outside of the construction limits to a condition equal to or better than original condition.

3. No additional payment shall be made for items disturbed or damaged within or outside the construction limits.

STORMWATER POLLUTION PREVENTION

1. Erosion and sediment control practices outlined shall be considered the minimum required practices. The

Contractor shall provide additional erosion control measures as required to meet local and state regulations.

2. The Contractor shall be responsible for promptly and properly addressing unforeseen erosion and sedimentation issues that may occur on site.

3. Notify the Municipality having jurisdiction for the inspection of erosion and sediment control facilities at least 48 hours prior to the beginning of construction.

4. Maintain an up-to-date record of any alterations to the storm water pollution prevention plan on site at all times.

5. Erosion control provisions shall be in place prior to all construction operations within the particular drainage basin (e.g. watershed) where the work is being performed.

6. Place and maintain a suitable gravel entrance at all proposed entrances to the construction site, prior to construction, if applicable.

7. Silt fence shall be set in place before any of the soil to be contained by the fence is disturbed. Fencing shall remain and be maintained until the site is stabilized with final ground cover.

8. Clean streets of sediment and other construction debris on a daily basis and immediately prior to rain events.

MAINTENANCE OF TRAFFIC, ACCESSIBILITY &

SIGNAGE

1. All signs in the route of the construction shall be removed and replaced, if required for the completion of construction.

2. All signs and pavement markings shall conform to

Indiana Manual of Uniform Traffic Control Devices

(IMUTCD), latest edition, and INDOT Standard

Specifications and Standard Drawings, latest edition.

3. Notify all residence, business firms, etc. 48 hours prior to closing the vehicular entrances to homes, business firms, etc.

4. Maintain access for local traffic at all times.

5. Cooperate with local public safety agencies concerning detours, signs and other protective devices.

6. Maintain all permanent and temporary roadway signage and traffic control devices throughout construction.

7. Maintain all existing sidewalks and/or provide and maintain alternate temporary pedestrian routes in accordance with ADA requirements throughout construction.

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TO SCHOOL

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" 0

/0 G

S S

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S S

24" SAN. (ABANDONED 1989)

S S

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296.4' 12"

267.9' 0.29 0/0 GR.

303.36' 0.28 0/0 GR.

15"

298.27' 0.33 0/0 GR.

15"15"

318.73 8"

37' OF 18"

57' OF 24"

24"(ABANDONED 1989)

81' 24"

S A

149' 24"SAN. 1989

24' COMBINATION SEWER

24"

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216.33' 12" 1.05% GR

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G R

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353.57' 12" 252.02' 12" 339.72' 12"1.35 0/0 GR. 0.309 0/0 GR.

1.16 0/0 GR.

222.05' 12"

0.43 0/0 GR.329.93' 12"0.31 0/0 GR.

351.07' 12"

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/0 G

199.73' 12"

0.48 0/0 GR. 0.96 0/0 GR.

249.2' 12"

1.14 0/0 GR.

246.8' 12"

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" 2

/0 G

272.2' 12"

278.7' 12"

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366.5' 18" 206.1' 8" 261' 8"

345' 18"

245.8' 8"

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240.3'-12" .449% GR

0.26% GR289.15'-8"2.56% GR252.31'-8"2.56% GR200.75'-8"

SS SS SS

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24" SAN. SEWER 1989(346')

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SS SS

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310.2 - 12"

60.3-12"

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8"SAN SEWER

S S

206'-8" 174.4-8"172'-8"

S S

300.65 - 8"

-8

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77.2 - 8"

296.1 -8"

S S

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SSSS 8" SAN SEWER

272.3'

242.8 8" SANITARY SEWER

8" SAN SEWER

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12" SAN. SEWER 12" SAN. SEWER

PROFOSEED 8" SAN (TYPICAL)

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A.S.T.M.C-75 262.7-15"

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271'-15" A.S.T.M.C 75

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10"

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21" CON.

112'-10" 202.5'-12"

215.81'-1 8"

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SANITARY SEWER 217'-10" 216'-10"

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A N

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12" SAN.

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C A

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C O

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SCOTT ST.

P E

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MARIMAR CT.

SOUTH ST.

S S

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ELIZABETH

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H A

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S S

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S S

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296.4' 12"

267.9' 0.29 0/0 GR.

303.36' 0.28 0/0 GR.

15"

298.27' 0.33 0/0 GR.

15"15"

318.73 8"

37' OF 18"

57' OF 24"

24"(ABANDONED 1989)

81' 24"

S A

149' 24"SAN. 1989

24' COMBINATION SEWER

24"

' 8

/0 G

353.57' 12" 252.02' 12" 339.72' 12"1.35 0/0 GR. 0.309 0/0 GR.

1.16 0/0 GR.

S S

240.3'-12" .449% GR

0.26% GR289.15'-8"2.56% GR252.31'-8"2.56% GR200.75'-8"

SS SS SS

SS202% GR311.5'-8"

24" SAN. SEWER 1989(346')

21" SAN SEWER

SS SS

ABANDONED 1989

S S

' 2 .3

G R

S S

S A N

A R Y

S S

310.2 - 12"

60.3-12"

S S

293.4 - 21"

" S

A N

18" ESVCP

8"SAN SEWER

S S

206'-8" 174.4-8"172'-8"

S S

300.65 - 8"

-8

S S

- 8

-8

8" SAN SEWER

212.1'-12"

S S

SS SS SS

SS SS

S S

SS SS

S S

BLUEBIRD AVE.

ORIOLE AVE.

P E

T T

I B

O N

M A

X W

E L L

SOUTH ST

SOUTH ST.

S S

M A

SOUTH ST.

E A

WELLS ST.

GREENWOOD AVE

M A

W I L L I A

I Z

W C

R E

S T

V I

O U

M A

E A

M A

I P

S D

" S

R M

D F

M I C

V E

F M

S S

I P

S D

S S

I P

S D

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

C o l d w a t e r

R d

S u i t e

F o r t

W a y n e

W t h

S t

E v a n s v i l l e

C o m p a n y

D r

I n d i a n a p o l i s

M a i n

S t

C r o w n

P o i n t

O V

E R

A L L

R A

W I N

I N

D E

A P

C-100

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L

L I N

O I S

1 2 3 4 5

50' 0

SCALE: 1"=50'

50'

SHEETS

C-101

AND

C-109

SHEET

C-102

SHEET

C-103

SHEET

C-104

SHEET

C-105

SHEET

C-106

SHEET

C-107

SHEET

C-108

X X

* X

X X

A N

S I D

A M

N T

C S

P R

O V

E M

E N

J E

C T

C R

O W

O I N

I N

D I A

N A

W P

STATE OF

11100674

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No.

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G R

-8

S S

S D

SD SD SD SD SD SD

S D

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

C o l d w a t e r

R d

S u i t e

F o r t

W a y n e

W t h

S t

E v a n s v i l l e

C o m p a n y

D r

I n d i a n a p o l i s

M a i n

S t

C r o w n

P o i n t

G R

E E

N W

O O

V E

L I Z

A B

E T

D R

L L I A

C-102

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L

L I N

O I S

50' 0

SCALE: 1"=50'

50'

GREENWOOD AVE

W I L

L I A

M A

1 2 3 4 5

653 S Main ST

Walach, Timothy

John & Trisha L 650 S Main ST

Dlugokinski, Joseph

T & Sharon A

657 S Main ST

Smith, Theodore

W & Joan

667 S Main ST

Hawrot, Dennis Patrick, Patricia Hawrot & Dennis M

Hawrot

664 S Main ST

Elipani, Elizabeth A

101 W Greenwood AVE

Keric, Nikola & Jessica h&w

700 S Main ST

Vellutini, Alda & Lole Vellutini

Trs under tr agree dtd 12/01/11 known as the Vellutini Family

Trust

666 S Park AVE

Adamson, Robert

J Declaration of

Trust dtd 01/07/16

703 S Main ST

Bucur, Raymond R & Carol M

Revoc Tr dtd 8/29/13

700 S Main ST

Vellutini, Alda & Lole Vellutini

Trs under tr agree dtd 12/01/11 known as the Vellutini Family

Trust

718 S Main ST

Szostek, Jennifer R

705 S Main ST

Evans, William H

& Rhonda C

724 S Main ST

Nelson, Lonnie L &

Irena Nelson H & W

721 S Main ST

Kujawski, Bethellen

730 S Main ST

Pettineo, Barbara A

736 S Main ST

Cornejo, Stephanie C

727 S Main ST

Hulen, Ronald G &

Delephine D h&w

123 W Greenwood AVE

Gonzales, Robert L

133 W Greenwod AVE

Fuller, Harry L & Debi S h&w

665 S Park AVE

Coleman, Betty J

134 W Greenwood

Lake County Trust

Company Tr

139 W Greenwood AVE

Nibert, Gerald Lee

136 Greenwood

Tuohy, Gloria R

201 W Greenwood AVE

Hamilton, Patricia L

715 Williams DR

Chubbs, Harold J Tr under

Hertha N Chubbs Fam Tr a sub-trust of Hertha N Chubbs

Liv Tr dtd 1/11/02

714 Williams DR

Webb, Wallace Tr

R / L

725 Williams DR

Angerman, Gregory

720 West Elizabeth Drive

Smith, Ralph G & Betty L

729 Williams DR

Kacmar, Joseph A

& Barbara W

733 Williams DR

Paul, Willi A & Helmi K

Paul H&W

726 Elizabeth DR

Robbins, Dawson

& Deborah

732 W Elizabeth DR

Hayes, Kirk G

736 W Elizabeth DR

Colburn, Angie & Steven

Nicholls J/T R/S

724 Williams DR

Greening, Donald

A & Sharon A

725 W Elizabeth DR

Holmes, Ryan M

667 S Main ST

Hawrot, Dennis Patrick, Patricia Hawrot & Dennis M

Hawrot

P/L

P/L P/L

P/L

P L

630 S Main ST

Egan, Stephen F

& Renee S

645 S Main ST

Pagorek, Anthony

P & Kathleen A

649 S Main ST

Lasik, Mark W &

Emily A

P/L

P L

X X

* X

X X

A N

S I D

A M

N T

C S

P R

O V

E M

E N

J E

C T

C R

O W

O I N

I N

D I A

N A

A p p

App. R/W

A p p

A p

A p p

App. R/W

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 9 TO MH 203

APPROX. 248 LF

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 261 TO MH 247

APPROX. 305 LF

OPTION 1

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 261 TO MH 243

APPROX. 295 LF

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 203 TO MH 261

APPROX. 305 LF

OPTION 2

A p p

App. R/W

EOP

E O

W P

REHAB MANHOLE:

OPTION 9

REHAB MANHOLE:

OPTION 9

REHAB MANHOLE:

OPTION 3

CONCRETE COLLAR

SURFACE RESTORATION

SEE SHEET MD1, DETAIL 5

REHAB MANHOLE:

OPTION 3

CONCRETE COLLAR

SURFACE RESTORATION

SEE SHEET MD1, DETAIL 5

REHAB MANHOLE:

OPTION 4

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULE.

MANHOLE REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

REHAB MANHOLE:

OPTION 9

FOR SEGMENT

CONTINUATION

SEE SHEET C-103

FOR SEGMENT

CONTINUATION

SEE SHEET C-103

FOR SEGMENT

CONTINUATION

SEE SHEET C-106

STATE OF

11100674

D N

No.

S E

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S S

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

C o l d w a t e r

R d

S u i t e

F o r t

W a y n e

W t h

S t

E v a n s v i l l e

C o m p a n y

D r

I n d i a n a p o l i s

M a i n

S t

C r o w n

P o i n t

E L I Z

A B

E T

I L L I A

W I L L I A

C-103

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L

L I N

O I S

50' 0

SCALE: 1"=50'

50'

W I L L I A

. E

L I Z

1 2 3 4 5

745 Williams DR

Gard, Lionel E &

Rosemary

750 Williams DR

Schwarz, Ingeborg Tr of Trust

Agree dtd 5/21/07 known as Land

Trust #LTIS052107 R/L

761 Williams DR

Vasquez, Rodolfo

756 Williams DR

Halvorson, Kathleen P

Revoc Trust

765 William ST

Smith, William R and Deborah R

760 William DR

Becich, Kyle R &

Kelsey A Olson

J/T R/S

767 Williams DR

Moore, Markcinno L

766 Williams DR

Nicholson, Bernadette A

770 Williams CT

Spencer, Mark J &

Ashley M h&w

774 Williams Ct

McEntire, Helen G Successor

Trustee of the McEntire

Personal Trust

778 Williams CT

Trusgnich, Adam

& Corina h&w

780 Williams CT

Gang, Ronald &

Joan

218 N Jackson St.

Bowman, Peggy

784 William DR

Trump, Mary Ellen

& Trent W h&w

788 Williams DR

Maloney, Patrick

K & Scott J

Maloney T/C

796 Williams DR

Choate, Nichalas

K & Andrea M h&w

798 Williams DR

N/A

785 Williams DR

Fair, Timothy J &

Judith h&w

777 Williams DR

Morrison, Michael

H & Debra A

749 W Elizabeth DR

Stephenson, David R &

Sheila T Stephenson H &

453 W Elizabeth DR

Shepherd, Samuel J & Rose

G and Marguerite B

Gallagher J/T with R/S

759 W Elizabeth DR

Fuentes, Michelle & Luis w&h

765 W Elizabeth DR

Gaski, Julie M & Dorothy H

Zarnosky

771 W Elizabeth DR

Nomanson, Richard A

& Sandra S h&w

755 W Elizabeth DR

Bach, Arthur A

107 W Elizabeth DR

Letcher, Mark E

105 W Elizabeth DR

Walter, Edward F. &

Kathleen M. as TR of TR

781 S Main

Hoffman, Paul H & Janice

K Hoffman Living Trust

758 W Elizabeth DR

Wake, Kevin D and

Joelle J Wake H & W

756 W Elizabeth DR

Thrasher, Sylvia Jones &

Gregory W Gruel J/T R/S

750 W Elizabeth DR

Gross, Glenn Thomas &

Lyla N h&w

744 Elizabeth DR

Pappas, Penelope A

902 S Court ST

Thompson, Phillip W

737 Williams DR

Mcknight, Cynthia

736 Williams DR

Evorik, Jeffrey J

733 Elizabeth DR

Smith, Dorothy H

Revoc Liv Tr dtd

8/16/88

3359 W 138th LN

Hubble, Neil O &

Rosa h&w

741 Elizabeth DR

Kolloway, William

R & Debbie L

745 S Main ST

Keilman, James F

& Kathleen K h&w

749 S Main ST

Christen, Trevor P

751 S Main ST

Krapf, David M &

Michelle L

Campbell T/C

753 S Main ST

Hoffman, Denise

761 S Main ST

Thrasher, Sylvia

Ann

740 W Elizabeth DR

Ramos, Lisa Ann as

Trustee of the Lisa Ann

Ramos Revocable Trust

3271 W 150th LN

Zavala, Jose &

Antoinette h&w

P/L

P /L

P/L

P /L

P/L

P /L

P/L

P L

P/L

P/L P/L

P/L

P/L P/L

P/L

P/L P/L

P L

P/L

X X

* X

X X

A N

S I D

A M

N T

C S

P R

O V

E M

E N

J E

C T

C R

O W

O I N

I N

D I A

N A

A p p

App. R/W

A p p

A p

A p p

A p p R

CIPP LINING 12" SAN.SEWER

FROM MH 242 TO MH 241

APPROX. 210 LF

CIPP LINING 12" SAN.SEWER

FROM MH 248 TO MH 249

APPROX. 145 LF

CIPP LINING 12" SAN.SEWER

FROM MH 247 TO MH 248

APPROX. 300 LF

CIPP LINING 12" SAN.SEWER

FROM MH 243 TO 242

APPROX. 285 LF

CIPP LINING 12" SAN.SEWER

FROM MH 249 TO MH 250

APPROX. 95 LF

CIPP LINING 12" SAN.SEWER

FROM MH 241 TO MH 240

APPROX. 180 LF

CIPP LINING 12" SAN.SEWER

FROM MH 241 TO MH 239

APPROX. 180 LF

A p p

P /L

A p p R

EOP

W P

REHAB MANHOLE:

OPTION 4

REHAB MANHOLE:

OPTION 4

REHAB MANHOLE:

OPTION 10

SURFACE

RESTORATION TO

GRASS, SEE SHEET

MD2, DETAIL 3

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULE.

MANHOLE REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

FOR SEGMENT

CONTINUATION

SEE SHEET C-102

FOR SEGMENT

CONTINUATION

SEE SHEET C-102

STATE OF

11100674

D N

No.

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SS SS SS SS SS SS SS

S S

322'OF10"

S S

SS SS SS SS SS SS SS

S S

SS SS

SS SS SS SS

S S

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

C o l d w a t e r

R d

S u i t e

F o r t

W a y n e

W t h

S t

E v a n s v i l l e

C o m p a n y

D r

I n d i a n a p o l i s

M a i n

S t

C r o w n

P o i n t

O U

R E

S T

N E

C R

E S

T V

I E

S T

V I E

C-104

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L

L I N

O I S

50' 0

SCALE: 1"=50'

50'

GRACE CT.

O U

CRESTVIEW LANE

R E

S T

V I E

R E

S T

V I E

1 2 3 4 5

902 S Court ST

Thompson, Phillip W

904 South Court ST

Rothrock, Elwood D

& Lisa M h&w

254 Grace CT

Mallek, Arlene

Louise Mallek

Revoc Trust dtd

05/21/14 (Arlene L

Mallek R/L)

248 Grace Cct

Papuckoski, Boris

& Cana

242 Grace CT

Ready, Richard P &

Suzanne L h&w

236 Grace Ct

Sayers, Susan

205 Grace ST

Sopko, Janice K

211 Grace CT

Slepcevich, Sherlianne

217 Grace Ct

Rios, Jon C &

Michelle A H&W

223 Grace CT

Schultz, Michael J

229 Grace Ct

Vania, Chad J

235 Grace Ct

Rose, Mark A &

Gabriela L Rose, H&W

241 Grace Ct

Chlebowski Jr, Eugene A & Karen

M Chlebowski Revocable Living

Tr dated 10-4-07 ( Eugene A

Chlebowski Jr & Karen M

Chlebowski reserve a life estate)

247 Grace Ct

Bruinsma, Kevin J

& Jamie M h&w

253 Grace CT

Nowell, Jeffrey M

& Kristin M h&w

259 Grace CT

Canfield, C S &

Wirtz James C J / T

265 Grace CT

Root, Daniel R &

Carol M H & W

Crestview LN

Central

Crown Point

Holdings LLC

Crestview LN

O'Day, Kathleen M

Crestview LN

King, Shawn

Patrick

Crestview LN

Minich, Martin L

& Carol A

Crestview LN

Graham, Justin R

Crestview LN

Garretson, Martha E

Crestview LN

Steuer, Lorraine

Crestview LN

Kafantaris, Gary A

Cretview LN

Hrabota, Karen

Emily

Crestview Ln

Delaney, Ryan J

935 W Crestview DR

Floyd, Mitchell F &

Lisa A h&w r e s t v i e w

C r e s t v i o l d i n g

P r o p e r t i e s

I n c e s t v i

B a r t o l a c

A n n a u t a d t d k n o w n a s

T h e

A n n a

B a r t o l a c

T r

L e s t v i

N e u

B a r t o n

C e s t v i

C h i l d s

A n d r

K i m b e r l y

J h w e s t v i

Z u r b r i g g e n

M i c h a e l

J e s t v i

M a g a l l a n e s

C o u r t n e y

A e s t v i

Y o u n g

D a v i d a m m y

J e s t v i

R o s s

E r i c

L e s t v i

M c C l a n a h a n

C a r o l e s t v i

F o l e y

G a i l r u n o

Z i o l k o w s k i

S e s t v i e w

C o r n e t t

C h a r l e s

K a t h l e e n e s t v i

B r i t e

C o d y e s t v i

D o m m e r

K r i s t i n e

C e s t v i

T h e o d o r e

I n v e s t m e n t s

L L C e s t v i

M a n e s

Z a c h a r y

936 E Crestview CT

Schiesser Living

Trust

924 E Crestview CT

Ayers, Alan E &

Mary J

922 E Crestview ST

Moreno, Susan J

916 E Crestview Ct

Horn, Gordon L &

Jennifer

910 E Crestview CT

Crestview LLC

904 E Crestview CT

Kallies,Harold E &

Wilma A h&w

929 Crestview CT

Durachata, Jari

919 W Crestview CT

Heritage, LLC Tr for

919 West Crestview

Court Land Tr dtd

6/10/11

917 W Crestview CT

VanBeek, Ryan L &

Olivia L Radencic J/T

918 W Crestview CT

Steuer, Lorraine

901 W Crestview CT

Couwenhoven, Patrick and Chelsea M

Couwenhoven f/n/a

Chelsea

134 Crestview ST

Cochran-Burrell, Jayne R

& Marshall C Burrell w&h

122 Crestview ST

Hose, Alan J &

Annette

116 Crestview ST

Habel Thomas R.

and Lisa A., H&W e s t v i

S p r i n g e r

D a v i d

E t

A l e s t v i

H o y t

D a n i e l r i s s a

H o y t e a c h i n t a s

C u t h

C t

F r a i r e

E d m u n d

G a y

E e s t v i

E i c h l e r

S t e v e n

J i l l

E i c h l

925 E Crestview Ct

Szymborski, Ronald

R & Eileen H

2723 37th AVE

Kern, Martha The

Third Party

Special Needs

Trust for Martha

Kern dtd 10/24/11

918 W Crestview CT

Steuer, Lorraine

919 E Crestview CT

Wirtz, Susan M

912 W Crestview CT

Anastasi, Nicole R

913 E Crestview

Nuzzo, Lauren

906 W Crestview CT

Heuer, Joseph Cecil

Jr Living Trust &

Donna Keller Heuer

Living Trust

907 Crestview CT

Hatton, Janice M

900 W Crestview CT

Potter, Christopher P

901 E Crestview CT

Bork, Brandan &

Jacqueline A

Graveline J/T with

R/S

265 Grace CT

Root, Daniel R &

Carol M H & W

P/L

P/L P/L

P/L

P/L P/L

P/LP/L

P/L P/L

P/L

P/L P/L

P/L

P/L P/L

P/L

P L

P L P

P L

P/L

P L

P/L

P/L P/L

P/L

P/L P/L

P L

P/L

P L

X X

* X

X X

A N

S I D

A M

N T

C S

P R

O V

E M

E N

J E

C T

C R

O W

O I N

I N

D I A

N A

App. R/W

A p p R

A p p

A p

A p p

A p

A p p

App. R/W

A p

A p p

pp. R

A p p

App. R/W

A p p

CIPP LINING 12" SAN. SEWER

FROM MH 222 TO MH 201

APPROX. 285 LF

CIPP LINING 12" SAN.SEWER

FROM MH 221 TO MH 220

APPROX. 190 LF

CIPP LINING 12" SAN.SEWER

FROM MH 222 TO MH 202

APPROX. 167 LF

CIPP LINING 12" SAN. SEWER

FROM MH 202 TO MH 221

APPROX. 185 LF

CIPP LINING 12" SAN.SEWER

FROM MH 220 TO MH 219

APPROX. 191 LF

CIPP LINING 12" SAN.SEWER

FROM MH 219 TO MH 218

APPROX. 225 LF

CIPP LINING 12" SAN.SEWER

FROM MH 217 TO MH 215

APPROX. 260 LF

EOP

E O

EOP

W P

REHAB MANHOLE:

OPTION 8

REHAB MANHOLE:

OPTION 8

REHAB MANHOLE:

OPTION 10

REHAB MANHOLE:

OPTION 10

SURFCE RESTORATION

TO GRASS, SEE SHEET

MD2, DETAIL 3.

REHAB MANHOLE:

OPTION 10

CONCRETE

COLLAR SURFACE

RESTORATION

SEE SHEET MD1,

DETAIL 5

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULE.

MANHOLE REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

3. SEE SHEET MD2,

DETAIL 4 FOR

SURFACE

RESTORATION TO

ASPHALT

POINT REPAIR IN ASPHALT AT 82 FT.

FROM MH 222 CURB TO CURB ASPHALT

RESTORATION. EXTEND LIMITS TO

EDGES OF THE STREET. SEE NOTE 3.

APPROX. DEPTH 11.60 FT APPROX. 16

SQ. YD. ASPHALT RESTORATION

REHAB MANHOLE:

OPTION 5

REHAB MANHOLE:

OPTION 6

App. R/W

REHAB MANHOLE:

OPTION 7. SURFACE

RESTORTION TO GRASS

SEE SHEET MD2, DETAIL 3

REHAB MANHOLE:

OPTION 7

E O

P L

POINT REPAIR IN CONCRETE AT 38.5 FT.

FROM MH 8. APPROX. DEPTH 4.82 FT.

SEE NOTE 3

CIPP LINING 8"

SAN. SEWER

FROM MH 214 TO

MH 8 APPROX.

170 LF

CONTRACTOR

SHALL NOT

CONDUCT ANY

ACTIVITY WITHIN

PROPERTY LINE

SILT FENCE

REHAB MANHOLE: OPTION 5

FOR SEGMENT CONTINUATION

SEE SHEET C-107

CRESTVIEW ST.

903 S Main ST

AJK Real Estate

LLC

905 S Main ST

Morris, Marissa Jill

907 S Main ST

Arcella, Eric &

Alexandra Arcella

J/T R/S

774 South Ct

Fraire, Edmund J

& Gay E

901 S Main

Nomanson, Robert & Linda h&w

P/L

835 S Main ST

Sebella, Patricia

App. R/W

FOR SEGMENT CONTINUATION

SEE SHEET C-105

STATE OF

11100674

D N

No.

S E

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IDENTIFICATION

US Army Corps of Engineers

Chicago District

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50'

O U

1 2 3 4 5

918 S COURT ST

Stiles, Judith Root

Tr agree dtd

12/16/14

998 S COURT ST

Three Brothers'

Investments LLC

P/L

P L

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* X

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FROM MH 8 TO MH 5

APPROX. 140 LF

CIPP LINING 8" SAN.SEWER

FROM MH 5 TO MH 6

APPROX. 160 LF

A p p

E O

SILT FENCE

W P

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULEMANHOLE

REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

3. SEE SHEET MD3,

DETAIL 4 FOR

SURFACE

RESTORATION TO

CONCRETE

SIDEWALK

4. PER HTRW REPORT

FINDINGS,

EXCAVATION NOT

TO EXTEND

BEYOND 40' SOUTH

OF SOUTHERN

MOST SEWER ON S.

COURT STREET

POINT REPAIR IN CONCRETE

AT 38.5 FT. FROM MH 8.

APPROX. DEPTH 4.82 FT.

SEE NOTE 3

SEWER PIPE PATCH AT

38.5 FT. FROM MH 8

E O

FOR SEGMENT

CONTINUATION

SEE SHEET C-104

C r e s t v i

C r e s t v i l d i n g

P r o p e r t i e s

I n c

C r e s t v i

B a r t o l a c

A n n u t a d t d k n o w n a s

T h e

A n n a

B a r t o l a c

T r

C r e s t v i

N e u

B a r t o n

C r e s t v i

C h i l d s

A n d r

K i m b e r l y

J h w

C r e s t v i

Z u r b r i g g e n

M i c h a e l

C r e s t v i

M a g a l l a n e s

C o u r t n e y

C r e s t v i

Y o u n g

D a v i d

T a m m y

C r e s t v i

R o s s

E r i c

C r e s t v i

M c C l a n a h a n

C a r o l

C r e s t v i

F o l e y

G a i l

B r u n o

Z i o l k o w s k i

C r e s t v i e w

C o r n e t t

C h a r l e s

K a t h l e e n e s t v i

B r i t e

C o d y

C r e s t v i

D o m m e r

K r i s t i n e

C r e s t v i

T h e o d o r e

I n v e s t m e n t s

L L C e s t v i

M a n e s

Z a c h a r y

P/L P/L

P/L

P/L P/L

P/L

P/L P/L

P/L

P L

CIPP LINING 8" SAN.SEWER

FROM MH 214 TO MH 8

APPROX. 170 LF

SILT FENCE

REHAB MANHOLE:

OPTION 5

CRESTVIEW LANE

App. R/W

A p p R

CIPP LINING 12" SAN.SEWER

FROM MH 219 TO MH 218

APPROX. 225 LF

CIPP LINING 12" SAN.SEWER

FROM MH 217 TO MH 215

APPROX. 260 LF

EOP

REHAB MANHOLE:

OPTION 10

REHAB MANHOLE:

OPTION 5

REHAB MANHOLE:

OPTION 6

App. R/W

REHAB MANHOLE:

OPTION 7

CONTRACTOR SHALL

NOT CONDUCT ANY

ACTIVITY WITHIN

PROPERTY LINE

STATE OF

11100674

D N

No.

S E

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SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

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C R

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50' 0

SCALE: 1"=50'

50'

E A

1 2 3 4 5

781 S Main

Hoffman, Paul H & Janice

K Hoffman Living Trust

745 S Main ST

Keilman, James F & Kathleen K h&w

749 S Main ST

Christen, Trevor P

751 S Main ST

Krapf, David M &

Michelle L

Campbell T/C

753 S Main ST

Hoffman, Denise

761 S Main ST

Thrasher, Sylvia

Ann

742 Main ST

Hill, Jack E. & Gina (H&W)

748 S Main ST

Mens, Phillip L

2410 W 141st AVE

Brown-Babchuk Liv Tr dtd 7/16/08 (Michelle

Brown-Babchuk R/L

760 S Main ST

Lewandowski, Robert T

766 S Main ST

Festa, Loretta J &

David h&w J/T R/S

772 S Main ST

Mc Cord, Esther P

780 S Main ST

Vranjes, Milan Jr

P/L

P L

703 S Main ST

Bucur, Raymond R & Carol M

Revoc Tr dtd 8/29/13

718 S Main ST

Szostek, Jennifer R

705 S Main ST

Evans, William H

& Rhonda C

724 S Main ST

Nelson, Lonnie L &

Irena Nelson H & W

721 S Main ST

Kujawski, Bethellen

730 S Main ST

Pettineo, Barbara A

736 S Main ST

Cornejo, Stephanie C

727 S Main ST

Hulen, Ronald G &

Delephine D h&w

P/L

P L

X X

* X

X X

A N

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A p p

CIPP LINING 12" SAN.SEWER

FROM MH 262 TO MH 253

APPROX. 330 LF

CIPP LINING 12" SAN.SEWER

FROM MH 253 TO MH 252

APPROX. 270 LF

W P

REHAB MANHOLE:

OPTION 9

REHAB MANHOLE:

OPTION 9

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULE.

MANHOLE REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

M A

REHAB MANHOLE:

OPTION 9

App. R/W

W. ELIZABETH DR.

App. R/W

FOR SEGMENT CONTINUATION

SEE SHEET C-102

FOR SEGMENT CONTINUATION

SEE SHEET C-107

STATE OF

11100674

D N

No.

S E

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IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

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C R

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T I O

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A R

K T

R A

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50' 0

SCALE: 1"=50'

50'

M A

CRESTVIEW ST.

E A

1 2 3 4 5

711 S Sherman ST

RER Real Estate

Holdings LLC

902 S Main ST

LaTurner, Hyrum

& Michelle

Christensen h&w

904 S Main ST

Voldness, Aaron

906 S Main ST

Heston, Steven R

908 S Main ST

Lowarance, Fred

& Lou Ann Marley-

910 S Main ST

Fjeldheim, Ronald and Susan

Fjeldheim H & W

921 S East ST

Dukleski, Krste &

Mimoza

917 S East ST

Moreno, Marco A

& Susan J (H&W)

903 S Main ST

AJK Real Estate

LLC

905 S Main ST

Morris, Marissa Jill

907 S Main ST

Arcella, Eric &

Alexandra Arcella

J/T R/S

774 South Ct

Fraire, Edmund J

& Gay E

901 S Main

Nomanson, Robert & Linda h&w

P/L

P L

P/L

P/L P/L

P/L

P L

105 W Elizabeth DR

Walter, Edward F. &

Kathleen M. as TR of TR

P/L

825 S Main ST

Jaeger, Eric J, Linda M

Petroff & Patricia R

Castle-Jaeger J/T R/S

800 S Main ST

Strong, Eldon W

820 S Main ST

Mattingly, Chadd E

390 Rose Ellen DR

Schiesser, Ronald C & Terri

L h&w

835 S Main ST

Sebella, Patricia

P/L

P L

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A p p

CIPP LINING 12" SAN.SEWER

FROM MH 251 TO MH 252

APPROX. 331 LF

CIPP LINING 12" SAN.SEWER

FROM MH 251 TO MH 201

APPROX. 185 LF

CIPP LINING 12" SAN.SEWER

FROM MH 201 TO MH 232

APPROX. 310 LF

W P

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULE.

MANHOLE REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

REHAB MANHOLE:

OPTION 10

FOR SEGMENT CONTINUATION

SEE SHEET C-106

FOR SEGMENT CONTINUATION

SEE SHEET C-108

912 S Main ST

Alvarado, Dawn

925 S East ST

Miller, Natalie Rose & Jesse

Kristopher Miller w&h

FOR SEGMENT

CONTIUATION

SEE SHEET C-104

App. R/W App. R/W

W. ELIZABETH DR.

STATE OF

11100674

D N

No.

S E

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IDENTIFICATION

US Army Corps of Engineers

Chicago District

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C o m p a n y

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50' 0

SCALE: 1"=50'

50'

M A

E A

1 2 3 4 5

VALDMAN DR.

912 S Main ST

Alvarado, Dawn

914 S Main ST

Sparks, L Duane &

Janet R Sparks H & W

916 S Main ST

Sparks, Julie R

933 S East ST

Sullivan, Michael R &

Kathleen A Sullivan H & W

(Und 60% int) and Patricia

Ann Sullivan (Und 40% int)

929 S East ST

Roccaforte, Michael &

Amanda h&w

925 S East ST

Miller, Natalie Rose & Jesse

Kristopher Miller w&h

1000 S Main ST

Crown Point

Multi-school Bldg

Corp

P/L P/L

P/L

P L

X X

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A p p

CIPP LINING 12" SAN.SEWER

FROM MH 231 TO MH 232

APPROX. 321 LF

CIPP LINING 12" SAN. SEWER

FROM MH 231 TO ENDPOINT 1

APPROX. 250 LF BLIND SHOT

CIPP LINING 10" SAN.SEWER

FROM MH 231 TO MH 2

APPROX. 335 LF

EOP

E O

W P

NOTE:

1. SEE C-500 FOR

REPAIR SCHEDULE

2. SEE C-501 FOR

MANHOLE REPAIR

SCHEDULE.

MANHOLE REPAIRS

REQUIRING

EXCAVATION HAVE

BEEN DETAILED ON

THIS SHEET WITH

APPROPRIATE

SURFACE

RESTORATION

3. SEE DETAIL 4,SHEET

MD-2 FOR SURFACE

RESTORATION TO

ASPHALT

POINT REPAIR AT 58.5

FT. FROM MH 231.

SEE NOTE 3

APPROX. DEPTH 9.14 FT.

FOR SEGMENT CONTINUATION

SEE SHEET C-107

STATE OF

11100674

D N

No.

S E

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IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

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SCALE: 1"=20'

1 2 3 4 5

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*EXISTING CSO 005 DIVERSION STRUCTURE

TOP OF CASTING

EL. 725.6 ±

TOP OF CASTING

EL. 728.2 ±

EXISTING MANHOLE "G"*NEW DOG-HOUSE MANHOLE BY OTHERS

INVERT EL.

719.56 ±

INVERT EL.

719.62 ±

36" PIPE

NEW BENCH TO BE

FORMED AROUND

EXISTING 36" PIPE

SLOPE 1" PER FOOT

36" PIPE

TOP OF CASTING

EL. 727.8 ±

INVERT EL.

719.61 ±

36" STORM

EXISTING ASPHALT STREET

(MAIN STREET)

ICV

10"

WEIR WALL

*NTS

EFM

EXISTING CONDUIT FOR

EXITING FLOW METER

8" SANITARY

27"

NOTE:

1. CONTRACTOR SHALL REMOVE EXISTING FLOW

METER BAND AND SENSOR FROM MANHOLE "G"

AND RETURN TO OWNER. INSTALL NEW FLOW

METER BAND AND SENSOR IN NEW MANHOLE (BY

OTHERS) PROVIDE JUNCTION BOX IN EXISTING

MANHOLE "G". INSTALL NEW CABLE IN CONDUIT

PREVIOUSLY INSTALLED BY OTHERS FROM

EXISTING MANHOLE "G" TO NEW MANHOLE FOR

COMPLETE OPERATIONAL FLOW METER.

2. SEE SHEET G-003 FOR ADDITIONAL SYMBOLS AND

ABBREVIATIONS.

3. QD BOX TO BE INSTALLED IN MANHOLE "G". SEE

SPECIFICATIONS SECTION 33 61 13.19.

4. IN-LINE CHECK VALVE SHALL BE 36" (INCHES).

5. CONTRACTOR SHALL VERIFY MANUFACTURER'S

STATED ACCURACY AFTER FLOW FLOW METER

INSTALLATION.

LEGEND:

INLET PROTECTOR

NEW FLOW METER

BAND AND SENSOR

ICV

EFM

IN-LINE CHECK VALVE

EXISTING FLOW METER

BAND AND SENSOR

*NTS

App. R/W

INSTALL NEW CABLE FOR

NEW FLOW METER IN

CONDUIT PREVIOUSLY

INSTALLED BY OTHERS

EOP

E O

NEW QD BOX

W P

NEW 84" "DOG-HOUSE" MANHOLE, PREVIOUSLY INSTALLED

BY OTHERS, W/ 36" IN-LINE CHECK VALVE AND FLOW METER.

CUT SEWER PIPE AT MANHOLE WALLS; GROUT STRUCTURE

TO CREATE FLOW CHANNEL. SEE DETAIL 1 ON SHEET MD1

INSTALL NEW CABLE FOR NEW FLOW METER IN NEW

ELECTRICAL CONDUIT PREVIOUSLY INSTALLED BY OTHERS

ASSUMED LOCATION

OF EXISTING CONDUIT

AND CABLE

EXISTING FLOW

METER PANEL

EXISTING MH "G"

EXISTING MH "H"

CSO 005

STRUCTURE

S O

U T

MAIN ST.

STATE OF

11100674

D N

No.

S E

AutoCAD SHX Text C:\Users\sjackson\appdata\local\temp\AcPublish_21924\03-SEWER & MH PLANS.dwg Jul 30, 2020 - 9:19am : sjackson

AutoCAD SHX Text

SHEET OF

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SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

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E D

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C R

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T I O

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C o l d w a t e r

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F o r t

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W t h

S t

E v a n s v i l l e

C o m p a n y

D r

I n d i a n a p o l i s

M a i n

S t

C r o w n

P o i n t

E X

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T I N

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C-500

U S

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C H

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C H

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1 2 3 4 5

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* X

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SANITARY SEWER PIPE DATA TABLE SANITARY SEWER REPAIR TABLE

Base or

Option

Plan

Sheet #

Existing

Sanitary

Sewer

Section

Pipe Diameter

& Pipe Type

CLEAN/

CCTV

(LF)

10"

CLEAN/

CCTV

(LF)

12"

CLEAN/

CCTV

(LF)

8" CIPP

(LF)

10" CIPP

(LF)

12" CIPP

(LF)

Point

Repair in

Asphalt, Complete

(EA)

Point

Repair in

Concrete, Complete

(EA)

Sewer Pipe

Patch (EA)

Lateral

Reinstatment (EA)

Protruding

Tap (EA)

Sanitary Lateral

Reconnection to

Sewer 6" Wye, Complete (EA)

Grout Hole in Pipe at

Manhole (for information only)

Blind Shot CIPP

(for information only)

Curb-to-Curb

Asphalt Replacement includes Sealing Butt

Joints (SY) - Newly

Paved Street

Comments

*Preliminary CCTV available upon request

Base Bid C-103

250_249 12" vcp

95 95 6 2

Broken pipe, poor condition 69.5' to

85.5' from face of pipe at MH 249

Base Bid C-103

249_248 12" vcp

145 145 4 1 1

Hole in pipe to be grouted prior to lining is at face of MH 248. Poor condition first 3 feet from face of pipe at MH 248

Base Bid C-103

248_247

12" conc 300…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 30, 2020.