W912P621B0016_488422_Sanitary_Sewer_Improvements_City_of_Crown_Point_IN_RTA_PLANS_27-Aug-21.pdf

PDF 33 MB Posted Aug 27, 2021

Attached to: CITY OF CROWN POINT SANITARY SEWER IMPROVEMENTS, CROWN POINT, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P621B0016
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation notice is for a construction project entitled "City of Crown Point Sanitary Sewer Improvements, Crown Point, Lake County, Indiana." Under the contract, the contractor will be required to provide services including lining existing sanitary sewers, rehabilitating manholes, installing new storm sewer lines, manholes and inlets, and deepening an existing detention pond. The work area includes neighborhoods south and southeast of the intersection of E. Greenwood Avenue and S. Main Street in Crown Point, Indiana, extending to Robert A. Taft Middle School and the Lake County Fairgrounds.

The solicitation is reserved exclusively for small business concerns with a North American Industry Classification System code of 237110 and small business size standard of $39.5 million or less. The estimated cost for construction is between $1 million to $5 million. Responses to the invitation for bids are due by September 27, 2021 to the U.S. Army Corps of Engineers, Chicago District. Questions should be directed to the point of contact, Ericka Hillard.

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Other files

File	Type	Posted
Bid Opening Results - W912P621B0016 City of Crown Point Sanitary Sewer Improvements.pdf	PDF	Sep 27, 2021
ATTENDANCE SHEET PREBID MEETING FOR IFB NO W912P621B0016 CITY OF CROWN POINT SANITARY SEWER IMPROVEMENTS.pdf	PDF	Sep 14, 2021
Amendment 0002 W912P621B0016 City of Crown Point Sanitary Sewer Improvements.pdf	PDF	Sep 8, 2021
Amendment 0001 W912P621B0016 City of Crown Point Sanitary Sewer Improvements.pdf	PDF	Sep 3, 2021
Solicitation and Project Specifications W912P621B0016_488422_Sanitary_Sewer_Improvements_City_of_Crown_Point_IN_RTA_SPECS_27-Aug-21.pdf	PDF	Aug 27, 2021

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US Army Corps of Engineers US Army Corps of Engineers Chicago District

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

SOLICITATION NO.: W912P621B0016

CONTRACT NO.: XXXXXXX

AWARD DATE: XXXXXX

CERTIFIED FINAL DOCUMENTS: XXXXXX INDIANA P.E. No. 11100674

CERTIFIED BY :

DATE :

6/18/21

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GRE RTIS E DE

DREW M. ROBARGE

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LAKE COUNTY, INDIANA

CROWN POINT, INDIANA

PLANS FOR

CSO 005 SEWER IMPROVEMENTS

PHASE II

WABASH

OHIO

RIVER

LAPEL

ELWOOD

NASHVILLE

MADISON

MARION

RICHMOND

KENTUCKY

CRAWFORDSVILLE

GREENWOOD

VERNON

COLUMBUS

ELKHART

FORT

WAYNE

MUNCIE

ANDERSON

INDIANAPOLIS

LAWRENCEBURG

LOUISVILLE,

LOGANSPORT

LAFAYETTE

TERRE HAUTE

BLOOMINGTON

EVANSVILLE

VINCENNES

SOUTH BEND

KOKOMO

CROWN POINT

GREENWOOD AVE

ANDREW M. ROBARGE, P.E.

PROJECT LOCATION

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Sheet List Table

SHEET # DRAWING # DESCRIPTION

01 G-001 COVER SHEET

02 G-002 INDEX TO SHEET

03 G-003 LEGENDS

04 G-004 GENERAL CONSTRUCTION NOTES

05 C-100 OVERALL DRAWING SHEET INDEX MAP

06 C-101 GREENWOOD AVE.

07 C-102 GRACE CT, S COURT ST, WILLIAMS DR & CRESTVIEW LN.

08 C-103 E CRESTVIEW CT, EAST ST & MAIN ST.

09 C-104 PLAN & PROFILE - LINE 'A' - STA. 0+00-6+50

10 C-105 PLAN & PROFILE - LINE 'A' - STA. 6+50-13+00

11 C-106 PLAN & PROFILE - LINE 'A' - STA. 13+00-19+00, LINE 'B' - STA. 0+00-1+00

12 C-107 PLAN & PROFILE - LINE 'A' - STA. 19+00-25+71

13 C-108 PLAN & PROFILE - LINE 'B' - STA. 1+00-7+00

14 C-109 PLAN & PROFILE - LINE 'B' - STA. 7+00-11+12

15 C-110 DETENTION POND - SITE GRADING PLAN

16 C-111 DETENTION POND - EROSION CONTROL PLAN

17 DR-200 DEMOLITION AND RESTORATION

18 DR-201 DEMOLITION AND RESTORATION

19 DR-202 DEMOLITION AND RESTORATION

20 DR-203 DEMOLITION AND RESTORATION

21 DR-204 DEMOLITION AND RESTORATION

22 DR-205 DEMOLITION AND RESTORATION

23 C-500 MANHOLE STRUCTURE COMPONENT REPAIR TABLE & SANITARY SEWER

REPAIR TABLE

24 MD1 MISCELLANEOUS DETAILS

25 MD2 MISCELLANEOUS DETAILS

26 MD3 MISCELLANEOUS DETAILS

27 MD4 MISCELLANEOUS DETAILS

28 MD5 WORK, STORAGE AND SOIL DISPOSAL AREAS AND ACCESS

29 MD6 WORK LIMITS

30 MD7 WORK LIMITS

31 MD8 BASE BID OPTIONS

32 MD9 PAVEMENT MARKINGS

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G-003

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

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EXISTING SANITARY MANHOLE IN LINED OPTIONS

NEW SANITARY SEWER TO BE LINED

EXISTING MANHOLE

EXISTING SANITARY SEWER

EXISTING STORM STRUCTURE

EXISTING STORM SEWER

EXISTING WATERLINE

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUARDRAIL

EXISTING DECIDUOUS TREE

EXISTING EVERGREEN TREE

EXISTING MAJOR CONTOUR LINE

TO BE PLUGGED

W/ GUY WIRE

EXISTING GAS LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

EXISTING GAS VALVE

EXISTING MAILBOX

EXISTING SIGN

EXISTING POST

EXISTING FENCE

EXISTING BURIED TELEPHONE

EXISTING FIBER OPTICS

EXISTING TELEPHONE CONTROL BOX

EXISTING FIBER OPTICS BOX

EXISTING SHRUB/BUSH

GRANULAR BACKFILL (PROFILES AND

SECTIONS ONLY)

ASPHALT (PROFILES AND SECTIONS

ONLY)

SS SS

CLASS II RIP-RAP

CONTROL POINT

EXISTING OVERHEAD ELECTRIC

EXISTING ELECTRIC BOX

EXISTING MINOR CONTOUR LINE

APPROX. RIGHT-OF-WAY

EDGE OF DRIVE

STONE DRIVE (PLAN)

GROUT (PROFILES AND SECTIONS)

CONCRETE

ABANDONED IN PLACE (PLAN ONLY)

NEW PERMANENT EASMENT

(PLAN ONLY)

TEMPORARY BENCH MARK

EXISTING STORM SEWER

TO BE ABANDONED/DEMO

NEW STORM STRUCTURES

NEW STORM SEWER

APPROX. PROPERTY LINE

EXISTING WATER SPIGOT

EXISTING GAS METERGM

EXISTING FORCE MAIN

App. R/W

P/L

LEGEND

EXISTING STORM STRUCTURE TO BE REPLACED

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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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SCALE: 1"=50'

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GREENWOOD AVE

S D

N S

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653 S Main ST Walach, Timothy John & Trisha L 650 S Main ST

Dlugokinski, Joseph T & Sharon A657 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

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666 S Park AVE Adamson, Robert J Declaration of

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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/LP/L

P/L P/L

P/ L

LP/

P/ L P/

L P/

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

P/L

P/ L

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

Ap p.

R /W

App. R/W

Ap p.

R /W

Ap p.

R /W

App. R/W

Ap p.

R /W

Ap p.

R /W

App. R/W

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 9 TO MH 213

APPROX. 290 LF

(OPTION 2)

Ap p.

R /W

App. R/W

ELIZABETH DR.

NOTE:

1. SEE C-500 FOR

REPAIR TABLES

G R

W O

O D

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

N .T

P R

C T

- P H

R O

W N

P O

T, IN

C-101

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 203 TO MH

APPROX. 305 LF

(OPTION 2)

CLEAN CCTV CIPP

LINING 12" SAN.SEWER

FROM MH 261TO MH 247

APPROX. 305 LF

(OPTION 2)

AutoCAD SHX Text G:\Clients A-L\Crown Point\S21031 CSO 005 PHASE II\06 CAD\a Current Files\1 Drawings\03-SEWER & MH PLANS Phase II.dwg Aug 25, 2021 - 11:05am : bwaterman

AutoCAD SHX Text

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AutoCAD SHX Text

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SSSSSSSSSSSSSSSS

SSSSSSSSSSSSSSSSSS

SSSSSSSSSS

SSSSSSSSSSSS

SSSSSSSSSS

ILL

CT.

G R

C T.

S COURT ST.

C R

W CRESTVIEW CT

S S

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

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 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

248 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

247 Crestview LN Crestview Holding

Properties Inc

239 Crestview LN Bartolac, Anna M Tr u/t/a dtd 3/22/11 known as The Anna M. Bartolac Tr R/L

233 Crestview LN Neu, Barton C

231 Crestview LN Childs, Andrew E & Kimberly J h&w

223 Crestview LN Zurbriggen, Michael J

217 Crestview LN Magallanes, Courtney A

215 Crestview LN Young, David M &

Tammy J

207 Crestview LN Ross, Eric L

201 Crestview LN McClanahan, Carol

131 Crestview LN Foley, Gail R &

Bruno J Ziolkowski J/T R/S

125 Crestview Cornett, Charles L

& Kathleen

929 Crestview CT Durachata, Jari

919 W Crestview

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

3271 W 150th LN Zavala, Jose & Antoinette h&w

265 Grace CT Root, Daniel R & Carol M 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/LP/L

P/L

P/L P/L P/L P/L P/L P/L

P/L P/L

P/LP/L

P/L

S S

P/L

(Asphalt)

CLEAN CCTV CIPP LINING

12" SAN.SEWER

FROM MH 238 TO MH 239

APPROX. 195 LF

(OPTION 3)

REHAB MANHOLE 239:

INTERIOR MANHOLE FRAME

AND CHIMNEY SEAL AND

ADJUST CASTING

SEE SHEET MD2, DETAIL 3

(OPTION 2)

REHAB MANHOLE 240:

INTERIOR MANHOLE

FRAME AND CHIMNEY

SEAL

SEE SHEET MD2,

DETAIL 3

(OPTION 3)

CLEAN CCTV CIPP LINING

10" SAN.SEWER

FROM MH 237 TO MH 238

APPROX. 28 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 10"

SAN.SEWER FROM MH 236 TO MH 237

APPROX. 60 LF

(OPTION 3)

CLEAN CCTV CIPP LINING 10"

SAN.SEWER FROM MH 229 TO MH 230

APPROX. 279 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 10"

SAN.SEWER FROM MH 228 TO MH 229

APPROX. 128 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 10" SAN.SEWER

FROM MH 228 TO MH 227

APPROX. 325 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 10"

SAN.SEWER FROM MH 226 TO MH 227

APPROX. 302 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 8" SAN.SEWER

FROM MH 214 TO MH 215

APPROX. 38 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 12" SAN.SEWER

FROM MH 217 TO MH 218

APPROX. 220 LF

(OPTION 2)

REHAB MANHOLE 6:

INTERIOR MANHOLE FRAME AND CHIMNEY

SEAL AND CONSTRUCT CHANNEL AND

BENCH SEE SHEET MD2, DETAILS 1 & 3

(OPTION 3)

CLEAN CCTV CIPP LINING

10" SAN.SEWER

FROM MH 226 TO MH 236

APPROX. 215 LF

(OPTION 2)

REHAB MANHOLE 226:

GROUT PIPE OR PIPE

SEAL

(OPTION 3)

REHAB MANHOLE 229:

INTERIOR MANHOLE FRAME AND

CHIMNEY SEAL AND RESET FRAME

SEE SHEET MD2, DETAIL 3

(OPTION 2)

REHAB MANHOLE 228:

INTERIOR MANHOLE FRAME

AND CHIMNEY SEAL

SEE SHEET MD2, DETAIL 3

(OPTION 2)

REHAB MANHOLE 5:

INTERIOR MANHOLE FRAME AND CHIMNEY SEAL

AND CONSTRUCT CHANNEL AND BENCH

(OPTION 3)

REHAB MANHOLE 7:

INTERIOR MANHOLE FRAME AND CHIMNEY

SEAL AND CONSTRUCT CHANNEL AND BENCH

SEE SHEET MD2, DETAILS 1 AND 3

(OPTION 3)

REHAB MANHOLE 221:

INTERIOR MANHOLE DROP

SEE SHEET MD2, DETAIL 3

(OPTION 3)

App. R /W

App. R/W

App. R /WApp. R

App. R /W

App. R/W

App. R /W

App. R/W

App. R/W App. R

/WApp. R/W

App. R/W

App. R /W

50' 0

SCALE: 1"=50'

50'

G R

C T, S C

O U

R T

, W

D R

W L

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

N .T

P R

C T

- P H

R O

W N

P O

T, IN

C-102

S D

NOTE:

1. SEE C-500 FOR

REPAIR TABLES

AutoCAD SHX Text G:\Clients A-L\Crown Point\S21031 CSO 005 PHASE II\06 CAD\a Current Files\1 Drawings\03-SEWER & MH PLANS Phase II.dwg Aug 25, 2021 - 11:05am : bwaterman

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SS SS

SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS

SSSSSSSSSS SSSSSSSSSSSS

SSSSSSSSSS

SS SS SS SS SS SS SS SS

SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS

SS SS SS

SS SS SS SS SS SSS

W CRESTVIEW CT

E CRESTVIEW CT.

S S

770 Williams CT Spencer, Mark J &

Ashley M h&w

774 Williams Ct McEntire, Helen G Successor

Trustee of the McEntire Personal Trust

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

758 W Elizabeth DR Wake, Kevin D and

Joelle J Wake H & W

125 Crestview Cornett, Charles L

& Kathleen

119 Crestview ST Brite, Cody

115 Crestview ST Dommer, Kristine C

111 Crestview LN Theodore

Investments LLC

107 Crestview LN Manes, Zachary J

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

122 Crestview ST Hose, Alan J &

Annette

116 Crestview ST Habel Thomas R.

and Lisa A., H&W

110 Crestview ST Springer, David R

Et Al

106 Crestview ST Hoyt, Daniel W & Larissa J Hoyt each 1/2 int as T/C

774 South Ct Fraire, Edmund J

& Gay E

102 Crestview ST Eichler, Steven J & Jill A Eichler H & W T/E

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

Crestview CT Hatton, Janice

900 W Crestview CT Potter, Christopher P

901 E Crestview CT Bork, Brandan &

Jacqueline A Graveline J/T with

R/S

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/LP/LP/LP/LP/L

P/LP/L

P/L

S S

SSS

C R

S T.

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/LP/L

835 S Main ST Sebella, Patricia

SS SS SS SS SS SS SS

MAIN ST.

EAST ST.

D R

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 223 TO MH 222

APPROX. 210 LF

(OPTION 2)

(OPTION 3)

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 234 TO MH 235

APPROX. 240 LF

(BASE BID)

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 233 TO MH 234

APPROX. 235 LF

(BASE BID)

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 235 TO MH 254

APPROX. 240 LF

(BASE BID)

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 254 TO MH 251

APPROX. 180 LF

(BASE BID)

CLEAN CCTV CIPP LINING 8" SAN. SEWER

FROM MH 3 TO MH 2

APPROX. 255 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 224 TO MH 223

APPROX. 211 LF

(OPTION 2)

CLEAN CCTV CIPP LINING 12" SAN. SEWER

FROM MH 225 TO MH 224

APPROX. 163 LF

(OPTION 2)

App. R /W

App. R/W

App. R /W

235234233

201232

824 S MAIN ST

Schiesser, Ronald C

& Terri L

900 S MAIN ST

RER Real Estate

Holdings LLC

902 S MAIN ST

LaTurner, Hyrum &

Michelle

904 S MAIN ST

Voldness, Aaron

906 S MAIN ST

Wilkening, Kathryn

908 S MAIN ST

Lawarance, Fred &

Lou Ann Marley910 S MAIN ST Fjeldheim, Ronald

Susan

912 S MAIN ST

Alvarado, Dawn

914 S MAIN ST

Sparks, Duane L &

Janet R

916 S MAIN ST

Sparks, Julie R

933 S EAST ST

Sullivan, Michael R

& Kathleen A & Partricia Ann

929 S EAST ST

Roccaforte, Michael

& Amanda

925 S EAST ST

Miller, Natalie Rose & Jessie Kristopher 921 S EAST ST

Dukleski, Krste & Mimoza

917 S EAST ST

Moreno, Marco A &

Susan J

913 S EAST ST

Girard, Mary Lou

909 S EAST ST

Frumento, Mary A

905 S EAST ST

Slanina, Steve J

Linda M

901 S EAST ST

Hay, Jeremy J

Nichole P

811 S EAST ST

Bierman, Victoria K

145 E ELIZABETH

Cheryl Geras & Vikki

Lizabeth

820 S MAIN ST

Mattingly, Chadd E

800 S MAIN ST

Strong, Eldon W

50' 0

SCALE: 1"=50'

50'

E C

W C

T, E

N S

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

N .T

P R

C T

- P H

R O

W N

P O

T, IN

C-103

REHAB MANHOLE 201

INTERIOR MANHOLE FRAME SEAL

AND CHIMNEY SEAL

SEE SHEET MD2, DETAIL 3

(OPTION 2)

REHAB MANHOLE 250:

INTERIOR MANHOLE FRAME AND CHIMNEY SEAL

AND CONSTRUCT CHANNEL AND BENCH

SEE SHEET MD2, DETAILS 1 & 3

(OPTION 2)

REHAB MANHOLE 234

INTERIOR MANHOLE FRAME

SEAL AND CHIMNEY SEAL

SEE SHEET MD2, DETAIL 3

(BASE BID)

REHAB MANHOLE 235

INTERIOR MANHOLE FRAME

SEAL AND CHIMNEY SEAL

SEE SHEET MD2, DETAIL 3

(BASE BID)

REHAB MANHOLE 232

INTERIOR MANHOLE FRAME SEAL

AND CHIMNEY SEAL

SEE SHEET MD2, DETAIL 3

(OPTION 2)REHAB MANHOLE 233

CONSTRUCT CHANNEL AND BENCH

AND GROUT PIPE OR PIPE SEAL

SEE SHEET MD2, DETAIL 1

(OPTION 3)

POINT REPAIR IN GRASS AT 100.4 FT.

AND 218.3 FT. FROM MH 234. EACH POINT

REPAIR IS 4 LF. APPROXIMATE DEPTH 8.5 FT.

(BASE BID)

NOTE:

1. SEE C-500 FOR

REPAIR TABLES

REMOVE AND REPLACE

FENCE FOR ACCESS AS

NEEDED ALONG EASEMENT.

FENCE SHALL BE RETURNED

TO EXISTING OR BETTER

CONDITION

(BASE BID)

AutoCAD SHX Text G:\Clients A-L\Crown Point\S21031 CSO 005 PHASE II\06 CAD\a Current Files\1 Drawings\03-SEWER & MH PLANS Phase II.dwg Aug 25, 2021 - 11:05am : bwaterman

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1+00 2+00 3+00 4+00 5+00 6+00

EX. STRM STR.

RIM:719.2±

INV 715.13 24" E

INV 714.51 18" W

INV 714.63 15" N

INV 714.60 24" N

EX. STRM STR.

RIM:720.0±

INV 715.25 10" W

STA: 0+00 'A'

STR# 113 (33" INLET)

N: 2242940.33 E: 2873058.20

RIM: 713.7±

INV: 710.95 N (IN)

INV: 710.85 W (OUT)

EX. STRM STR.

RIM:730.0±

INV 724.19 24" E

INV 720.02 24" W

EX. SSWR STR.

RIM:733.9±

INV IN:726.77 8" E

INV OUT:726.77 8" WEX. SSWR STR.

RIM:720.7±

INV IN:716.97 8" E

INV OUT:716.35 8" N

EX. STRM STR.

RIM:714.2±

INV 712.80 24" E

INV 712.10 8" NE

INV 711.18 24" S EX. STRM STR.

RIM:736.8±

INV 730.25 24" E

INV 730.15 24" W

EX. 18" STRM

(TO BE PLUGGED AND

ABANDONED) EX. 24" STRM EX. 24" STRM

(Asphalt)

(Concrete)

City of Crown Point

320 W Greenwood Ave Perez, Justin A and Kacey L

Lake County, Indiana Board of Commissioners

889 S Court St

314 W Greenwood Ave Manwaring, John R & Patricia L

310 W Greenwood Ave McCarter, Robert W & Paula 306 W Greenwood Ave

Osborne, Bruce L & Tanya L

-0+69

2+00

3+00 3+13

STA: 1+05 'A-2'

STR. #120

(60" MH)

N: 2242939.92 E: 2873278.68

STA: 0+57 'A-2'

STR. #119

(60" MH) AND RECONNECT

EX. STORM FROM EAST & SW

N: 2242987.62 E: 2873280.79

STA: -0+00 'A-2'

STR. #118

N: 2243015.60 E: 2873230.82

STA: 0+00 'A-1'

STR. #114 END SECTION

N: 2242919.32 E: 2873023.75

STA: 0+22 'A-1'

STR. #115

(60" MH)

N: 2242940.09 E: 2873031.86

STA: 1+03 'A-1'

STR. #117

N: 2243013.78 E: 2873063.60

STA: 0+00 'A-3'

STR. #121

(30" INLET)

N: 2243126.52 E: 2873037.63

STA: 0+17 'A-3'

STR. #122 END SECTION

N: 2243114.05 E: 2873049.36

EX. STRM STR.

RIM:715.9±

INV 714.65 15" S

INV 714.65 10" E

INV 714.65 18" NW

STA: 0+92 'A-1'

STR. #116

(SEE DETAIL, DWG. MD1)

N: 2243005.19 E: 2873057.16

EX. 15" STRM

TO BE REPLACED

WITH NEW STRM

EX. 18" STRM. TO

BE REPLACED

WITH NEW STRM

EX. FENCE TO

BE PROTECTED

DURING

CONSTRUCTION

PROP. 12" STORM

- LINE 'A'

PROP. 20" STORM

- LINE 'A-1'

PROP. 24" STORM

- LINE 'A-2'

PROP. 24" STORM

- LINE 'A-2'

CONTRACTOR

TO PROTECT OUTLET

PIPE DURING

CONSTRUCTION

EX. 8" STRM

(TO BE PLUGGED)

CONTRACTOR

TO PROTECT OUTLET

PIPE DURING

CONSTRUCTION

7250+00 1+00

'A -1

(O U

'A -1

8±

(I N

E (I

(O U

'A -1

W (I

11 LF OF

12" STORM

0.47%70 LF OF 20" D.I. STORM @ 0.76%

22 LF OF

24" STORM

0.10%

EXISTING

GRADE

FINISHED

GRADE

'A -1

5±

(IN

S (O

U T)

7250+00 1+00

-0 +0

-2

6±

S E

(IN

'A -2

8±

(I N

E (I

W (I

W (O

U T)

'A -2

2±

(I N

W (O

U T)

(O U

N (O

U T)

57 LF OF 24" STORM

0.87%

48 LF OF 24" STORM

0.73%

EXISTING

GRADE

FINISHED

GRADE

7250+00

'A -3

7±

W (O

U T)

E (O

U T)

'A -3

0±

W (I

17 LF OF

12" STORM

1.17%

FINISHED

GRADE

30' 0 30'

SCALE: 1"=30'

R O

N E

-6

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

N .T

P R

C T

- P H

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P O

T, IN

C-104

PLAN VIEW

SCALE: 1"=30'-0"

. 6

. C -1

PROFILE - LINES 'A-1', A'-2' & 'A-3'

HORIZONTAL SCALE: 1"=30'-0"

VERTICAL SCALE: 1"=5'-0"

GREENWOOD AVE

D D

.LA

LINE 'A-1' LINE 'A-2' LINE 'A-3'

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7+00 8+00 9+00 10+00

11+00 12+00 13+00

PROP. 24" STORM

- LINE 'A'

EX. STRM STR.

RIM:737.1±

INV 731.10 18" E

INV 731.27 18" N

INV 731.03 24" E

INV 730.93 24" W

EX. STRM STR.

RIM:736.3±

INV 731.60 12" E

INV 732.18 18" S

EX. STRM STR.

RIM:736.1±

INV 731.43 12" E

INV 731.35 12" W

EX. STRM STR.

RIM:736.0±

INV 733.30 12" S

EX. STRM STR.

RIM:736.2±

(TO BE REMOVED)

INV 732.71 18" E

INV 732.83 12" N

INV 732.71 18" W

INV 733.00 12" S

EX. SSWR STR.

RIM:737.1±

INV IN:728.30 8" E

INV IN:728.30 8" N

INV OUT:728.30 8" W

STA: 9+26 'A'

STR. #101

(60" MH)

N: 2242937.16 E: 2873983.95

STA: 11+10 'A'

STRM. #102

(48" MH)

N: 2242932.92 E: 2874167.93

EX. 18" STRM

(TO BE REMOVED)

EX. 24" STRM

(Asphalt)

(Concrete)

(Asphalt)

302 W Greenwood Ave Barno, Matthew J & Kara K 300 W Greenwood Ave

Weaver, Horace E & Catherine H

660 Fairfield Ln.

Rossa Joint Revoc Living Trust

240 W Greenwood Ave Powers, Gartrell III & Mary Beth

230 W Greenwood Ave Ronat, Travis D

889 S Court St.

Lake County, Indiana

Board of Commissioners

STA: 8+42 'A'

CONTRACTOR TO

CONNECT TO

EX. STRM STR. AND

PLUG UPSTREAM

N: 2242937.66 E: 2873900.57

EX. 18" STRM

(TO BE REMOVED)

EX. FENCE TO

BE PROTECTED

DURING

CONSTRUCTION

C H

D W

G . C

-1

C H

D W

G . C

-1

7557+00 8+00 9+00 10+00 11+00 12+00

6±

E (I

(I N

W (O

U T)

R M

0±

E (I

(O U

184 LF OF 24" STORM @ 1.50%

EXISTING AND

FINISHED GRADE

190 LF OF 24" STORM @ 1.60%

. S

0±

E (I

(I N

E (I

(O U

83 LF OF 24" STORM @ 0.15%

30' 0 30'

SCALE: 1"=30'

R O

N E

-1

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

N .T

P R

C T

- P H

R O

W N

P O

T, IN

C-105

PLAN VIEW

SCALE: 1"=30'-0"

. 1

. C -1

PROFILE - LINE 'A'

HORIZONTAL SCALE: 1"=30'-0"

VERTICAL SCALE: 1"=5'-0"

. 6

. C -1

GREENWOOD AVE

D L

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13+00 14+00 15+00

16+00

17+00 18+00 19+00

EX. SSWR STR.

RIM:753.5±

INV IN:747.04 12" S

INV OUT:747.04 15" N

EX. SSWR STR.

RIM:753.7±

INV IN:747.04 15" S

EX. STRM STR.

RIM:754.3±

INV 742.68 18" E

INV 742.68 18" W

(TO BE REMOVED)

EX. STRM STR.

RIM:753.5±

INV 742.73 18" E

INV 747.15 6" S

INV 748.65 6" N

INV 742.73 18" W

EX. STRM STR.

RIM:752.7±

INV 747.00 15" NE

EX. STRM STR.

RIM:752.9±

INV 744.34 15" SW

INV 744.34 12" S

INV 744.34 18" N

EX. STRM STR.

RIM:752.8±

INV 749.60 12" W

EX. STRM STR.

RIM:752.8±

INV 748.98 12" NE

EX. STRM STR.

RIM:752.8±

INV 744.01 18" E

INV 748.18 12" SW

INV 744.01 12" N

INV 744.01 18" W

STA: 16+55 'A'

STR. #106 (60" MH)

N: 2242912.14 E: 2874710.63

EX. 18" STRM

RELOCATED

GAS MAIN

(BY OTHERS)

(Asphalt) (Asphalt)

(Asphalt)

(Brick)

220 W Greenwood Ave McKee Living Trust dtd 11/11/14

655 S Court St Rubino, Rachel M and

Doreen S Ciba

889 S Court St Lake County, Indiana

Board of Commissioners

660 S Court St Schreiber, Kenneth R & Shana L

215 W Greenwood Ave Kryspin, William J & Joan

211 W Greenwood Ave Kraemer, Andrew L

EX. FENCE TO

BE PROTECTED

DURING

CONSTRUCTION

PROP. 18" STORM

- LINE 'B'

(OPTION 1)

STA: 16+83 'A'

RECONNECT EX. STORM

TO STR. #107 (48" MH)

AND PLUG DOWNSTREAM

N: 2242933.80

E: 2874728.53STA: 15+99 'A'

RECONNECT EX. STORM

TO STR. #105 (48" MH)

AND PLUG DOWNSTREAM

N: 2242921.08 E: 2874654.60

EX. 18" STRM

(TO BE REMOVED)

EX. 18" STRM

(TO BE REMOVED)

STA: 14+59 'A'

STRM. #103

(48" MH)

N: 2242930.52 E: 2874516.96

STA: 15+69 'A'

STRM. #104

(48" MH)

N: 2242931.97 E: 2874627.41

C H

D W

G . C

-1

C H

D W

G . C

-1

76014+00 15+00 16+00 17+00 18+00

2±

(I N

N E

(IN

(O U

EXISTING AND

FINISHED GRADE

159 LF OF 24" STORM @ 1.60%

7±

(I N

W (O

U T)

57 LF OF 24" STORM

@ 0.50%

0±

W (O

U T)

28 LF OF 18" STORM

0.50%

-In ch P

P ip e

. B

R M

8±

E (I

(O U

R M

9±

E (I

(O U

110 LF OF 24" STORM @ 1.60%

29 LF OF 24" STORM

0.50%

C H

D W

G . C

-1

770 0+00

100 LF OF 18" STORM @ 0.50%

(OPTION 1)

EXISTING AND

FINISHED GRADE

EX. 12" SANITARY

(SHOWN OUT OF SECTION)

2±

S (I

(IN

W (O

U T)

30' 0 30'

SCALE: 1"=30'

R O

N E

+0 0-

0, L

-1

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

N .T

P R

C T

- P H

R O

W N

P O

T, IN

C-106

PLAN VIEW

SCALE: 1"=30'-0"

. 1

. C -1

PROFILE - LINE 'A'

HORIZONTAL SCALE: 1"=30'-0"

VERTICAL SCALE: 1"=5'-0"

. 1

. C -1

MATCHLINE STA. 1+00 'C' (SEE DWG. C-108)

PROFILE - LINE 'B'

HORIZONTAL SCALE: 1"=30'-0"

VERTICAL SCALE: 1"=5'-0"

GREENWOOD AVE

S C

O U

R T

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25+73

19+00 20+00 21+00 22+00 23+00 24+00 25+00

EX. SSWR STR.

RIM:751.4±

INV IN:743.95 15" S

EX. STRM STR.

CONTRACTOR TO REMOVE

WEIR AND RECONSTRUCT

CHANNEL/BENCH

(PAID AS "MODIFY EXISTING

STORM MANHOLE")

RIM:751.7±

INV 744.59 18" E

INV 746.25 10" S

INV 744.59 18" W

EX. STRM STR.

RIM:751.4±

INV 744.45 18" E

INV 744.45 18" W

EX. STRM STR.

CONTRACTOR TO INSTALL

WEIR TO DIRECT FLOW WEST

(PAID AS "MODIFY EXISTING

STORM MANHOLE")

(SEE DETAIL, SHT. MD1)

RIM:750.2±

INV 745.74 10" S

INV 745.74 12" SE

INV 744.91 18" W

INV 744.91 18" NE

EX. STRM STR.

RIM:750.6±

INV 747.52 12" NE

EX. STRM STR.

RIM:750.5±

INV 746.86 8" E

INV 746.19 12" NW

INV 746.19 8" N

EX. STRM STR.

RIM:750.0±

INV 739.87 18" E

INV 739.87 24" N

EX. STRM STR.

RIM:749.6±

INV 745.01 12" SW

INV 746.09 12" W

INV 745.01 12" E

EX. STRM STR.

RIM:750.3±

INV 739.87 18" W

(Asphalt)

(Concrete)

(Asphalt)

201 W Greenwood Ave Hamilton, Patricia L

136 W Greenwood Ave Tuohy, Gloria R

134 W Greenwood Ave Lake County Trust Company

665 S Park Ave.

Coleman, Betty J

139 W Greenwood Ave Nibert, Gerald Lee

666 S Park Ave.

Adamson, Robert J Declaration of Trust

133 W Greenwood Ave Fuller, Harry L & Debi S 123 W Greenwood Ave

Gonzales, Robert L

101 W Greenwood Ave Keric, Nikola & Jessica

667 S Main St.

Hawrot, Dennis Patrick, Patricia

Hawrot & Dennis M Hawrot

C H

D W

G . C

-1

76020+00 21+00 22+00 23+00 24+00 25+00 26+00

EXISTING GRADE

St ru ct ur e

4±

E (I

(O U

St ru ct ur e

3±

E (I

(I N

W (O

U T)

30' 0 30'

SCALE: 1"=30'

R O

N E

+0 0-

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

T D

G N

C O

N O

SHEET

IDENTIFICATION

US Army Corps of Engineers US Army Corps of Engineers Chicago District

O N

E D

N M

G N

O N

C ol dw at er

R d.

Su ite

Fo rt W ay ne

, I N

) 4

-3

N W th

S T.

Ev an sv ille , I

) 4

-1

C om pa ny

D r.

In di an ap ol is

, I N

) 8

-1

N . M ai n

C ro w n

Po in t, IN

) 9

-9

STATE OF

11100674

NI ID NA A

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

R M

A…

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File details come from the government source that posted it. Updated Aug 27, 2021.