W912P622B0005_496463_219_Crown_Point_Liberty_Park_RTA_PLANS(13-Oct-22).pdf

PDF 13 MB Posted Oct 14, 2022

Attached to: LIBERTY PARK PIPELINING, CROWN POINT, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P622B0005
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 28, 2023

This solicitation notice seeks bids for a sanitary sewer rehabilitation project in Crown Point, Indiana. The United States Army Corps of Engineers Chicago District will line up to 1,100 linear feet of 12-inch sewers, 500 linear feet of 10-inch sewers, and 9,000 linear feet of 8-inch sewers. Up to thirty-eight manholes will also be rehabilitated. The project aims to reduce inflow and infiltration within the existing easements and rights-of-way along Cedar Street, Sycamore Street, Maple Street, Birch Street, and Oak Street, bound by Lewis Street and North Main Street. Competition is reserved for small businesses with a North American Industry Classification System Code of 237110 and size standard of $39.5 million. Bids are due by November 15, 2022. The estimated cost range is $1,000,000 to $5,000,000.

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Other files

File	Type	Posted
Bid Opening Results W912P622B0005 Liberty Park Pipelining.pdf	PDF	Nov 15, 2022
Amendment 0001 W912P622B0005 Liberty Park Pipelining.pdf	PDF	Nov 9, 2022
Solicitation and Project Specifications W912P622B0005 Liberty Park Pipe Lining.pdf	PDF	Oct 14, 2022

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

LOCATION MAP VICINITY MAP

(NOT TO SCALE) (NOT TO SCALE)

SOLICITATION NO.: W912P622B0005

CONTRACT NO.: ---

AWARD DATE: ---

CERTIFIED FINAL DOCUMENTS: ---

CERTIFIED BY :

DATE :

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LAKE COUNTY, INDIANA

CROWN POINT, INDIANA

PLANS FOR

LIBERTY PARK SEWER IMPROVEMENTS

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

PROJECT LOCATION

W. SUMMIT ST.

CEDAR ST.

MAPLE ST.

ERIE LACKAWANNA TRAIL

OAK ST.

BIRCH ST.

OAK

ST.

LEWIS ST.

AM G

DATE :JEFF McKEAN, P.E.

QA/QC BY :

INDIANA P.E. No. 11100674

ANDREW M. ROBARGE

G-001

8-16-22

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STATE OF

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STATE OF

11100674

NI ID NA A

No.

GRE RTIS E DE

DREW M. ROBARGE

G C

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.

n. DBH shall mean diameter at breast height, defined as 1.35m up the highest point of ground at the tree's base.

o. OHWM shall mean ordinary high water mark.

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.

PLAN SHEET INDEX

PAGE# DWG# DRAWING DESCRIPTION

GENERAL DRAWINGS

01 G-001 TITLE SHEET

02 G-002 GENERAL LOCATION MAP, DRAWING INDEX, AND GENERAL NOTES

03 G-003 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

SEWER SYSTEM IMPROVEMENTS

04 P-001 PLAN VIEW

05 P-002 PLAN VIEW

06 P-003 PLAN VIEW

07 P-004 PLAN VIEW

08 P-005 PLAN VIEW

MISCELLANEOUS DETAILS

09 MD-01 MANHOLE STRUCTURE DATA TABLE

10 MD-02 MANHOLE STRUCTURE REPAIR TABLE

11 MD-03 SANITARY SEWER REHABILITATION TABLE

12 MD-04 MISCELLANEOUS DETAILS

13 MD-05 MISCELLANEOUS DETAILS

14 MD-06 MISCELLANEOUS DETAILS

15 MD-07 MISCELLANEOUS DETAILS

16 MD-08 MISCELLANEOUS DETAILS

17 MD-09 MAINTENANCE OF TRAFFIC

18 MD-10 WORK LIMITS

SCALE: 1"=500'-0"

0 500' 1,000'

GENERAL PROJECT LOCATION MAP

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GENERAL

LOCATION MAP,

DRAWING INDEX,

AND GENERAL

NOTES

P-001 P-002

P-003 P-004

P-005

G-002

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HATCHING SYMBOLS

-GRANULAR BACKFILL (PROFILE VIEW) - GROUT

- CONCRETE

- STEEL

ABBREVIATIONS

TYPICAL SECTION CUTS

SECTION CUT ON DIFFERENT SHEET

SECTION INDICATOR

PLAN VIEW SHEET

SECTION CUT ON SAME SHEET

SECTION INDICATOR

(EITHER FROM OR TO)

SITE PLAN LEGEND

EXISTING TELEPHONE LINE

EXISTING GAS LINE

EXTELE EXTELE

EXG EXG EXG

EXISTING WATER LINEEXW EXW EXW

EXISTING WATER VALVEEXW EXW

EXISTING GAS VALVEEXG EXG

EXISTING FIBER OPTIC LINEEXF/O EXF/O

EXISTING OVERHEAD ELECTRIC LINEEXOHE EXOHE

EXISTING BURIED ELECTRICEXBE EXBE

EXISTING FENCEX X X

EXISTING PIPE PLUG

APPARENT RIGHT-OF-WAY

EDGE OF DRIVE

EDGE OF DRIVE WITH CURB

NEW CONCRETE SIDEWALK

TPED

EXISTING NON-POTABLE WATER LINENPW NPW NPW

EXISTING POTABLE WATER LINEPOT POT POT

EXISTING BURIED TELEPHONE LINEEXBT

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

NEW WATER LINEW W W

PROPOSED MAJOR CONTOUR LINE

PROPOSED MINOR CONTOUR LINE

UTILITY LOCATE FLAG

ELECTRIC METER

TOP OF PIPE

SIGN

CURB INLET

GAS LINE MARKER

GUY WIRE

GAS METER

DECIDUOUS TREE

BUSH / HEDGE

STORM INLET SQUARE

TEL/TV PEDESTAL

FLAG POLE

ELECTRIC PANEL

POST

VALVE

LARGE ROCK

POWER/LIGHT POLE

WATER METER

STUMP

STORM INLET ROUND

MONUMENT

CONTROL POINT

FIRE HYDRANT

NEW FIRE HYDRANT

NEW VALVE

FLUSH HYDRANT

NEW FLUSH HYDRANT

⅊ APPARENT PROPERTY LINE

NEW WET SADDLE AND VALVE BODY

NEW PLUG

NEW LINE STOPLS

EXISTING STORM MANHOLE/INLET

NEW SANITARY MH

EXISTING SANITARY MH

CONIFEROUS TREE

- DEMOLITION (CONTRACTOR SHALL

REFER TO DETAILED

SPECIFICATIONS FOR DEMOLITION

REQUIREMENTS AND SCHEDULES.

DISCLAIMER NOTE:

THIS DRAWING REFLECTS TYPICAL INFORMATION, SOME

MAY NOT BE APPLICABLE TO THIS PROJECT.

GENERAL NOTES:

- COMPACTED GRANULAR BACKFILL

OR COMPACTED FOUNDATION

- FLOODWAY (PLAN VIEW)

- WETLAND (PLAN VIEW)

- CLEARING/GRUBBING - ABANDONED

IN PLACE

AM G

GENERAL

NOTES,

ABBREVIATIONS,

AND SYMBOLS

G-003

STORM MANHOLE

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AutoCAD SHX Text AB ANCHOR BOLT ANCHOR BOLT AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM @ AT AT ATT AERATION TANK TRANSFER AERATION TANK TRANSFER AUTO AUTOMATIC AUTOMATIC AVG AVERAGE AVERAGE BLDG BUILDING BUILDING BM BENCH MARK BENCH MARK BOT BOTTOM BOTTOM BRG BEARING BEARING CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CL CENTERLINE CENTERLINE CO CLEAN OUT CLEAN OUT COL/C COLUMN COLUMN CONC CONCRETE CONCRETE COP COPPER COPPER CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CY CUBIC YARD CUBIC YARD DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DI DUCTILE IRON PIPE DUCTILE IRON PIPE DL DEAD LOAD DEAD LOAD DS DOWN SPOUT DOWN SPOUT DWG DRAWING DRAWING EA EACH EACH EF EACH FACE EACH FACE EFFL EFFLUENT EFFLUENT EL ELEVATION ELEVATION EW EACH WAY EACH WAY EXF EXHAUST FAN EXHAUST FAN EX,EXIST EXISTING EXISTING EXP JP EXPANSION JOINT EXPANSION JOINT FCA FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER FCAR FLANGED COUPLING ADAPTER, RESTRAINED FLANGED COUPLING ADAPTER, RESTRAINED FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FH FIRE HYDRANT FIRE HYDRANT FLD FILTRATE DRAIN FILTRATE DRAIN FLG FLANGE FLANGE FL FLUSHING LINE FLUSHING LINE FLR FLOOR FLOOR FRP FIBER REINFORCED PLASTIC FIBER REINFORCED PLASTIC FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING GALV GALVANIZED GALVANIZED GEN GENERAL GENERAL GRD GROUND OR GRADE GROUND OR GRADE HB HOSE BIBB HOSE BIBB HORIZ HORIZONTAL HORIZONTAL HP HORSEPOWER HORSEPOWER ID INSIDE DIAMETER INSIDE DIAMETER IJ ISOLATION JOINT ISOLATION JOINT INV INVERT INVERT IP IRON PIN IRON PIN LAV LAVATORY LAVATORY LB POUND POUND LL LIVE LOAD LIVE LOAD LLV LONG LEG VERTICAL LONG LEG VERTICAL LTG LIGHTING LIGHTING MAX MAXIMUM MAXIMUM MCC MOTOR CONTROL CENTER MOTOR CONTROL CENTER MGD MILLIONS GALLONS PER DAY MILLIONS GALLONS PER DAY MH MANHOLE MANHOLE MIN MINIMUM, MINUTE MINIMUM, MINUTE MJ MECHANICAL JOINT MECHANICAL JOINT NC NORMALLY CLOSED NORMALLY CLOSED NG NATURAL GAS NATURAL GAS NIC NOT IN CONTACT NOT IN CONTACT NO NORMALLY OPEN NORMALLY OPEN NO. NUMBER NUMBER OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OPG OPENING OPENING OPP OPPOSITE OPPOSITE PB PULL BOX PULL BOX PE POLYETHYLENE EXP. JT. MATERIAL POLYETHYLENE EXP. JT. MATERIAL POJ PUSH ON JOINT PUSH ON JOINT PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS OR RISER RADIUS OR RISER RAD RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN ROOF DRAIN REINF REINFORCING REINFORCING REQ'D REQUIRED REQUIRED R/W RIGHT-OF-WAY RIGHT-OF-WAY SAN SANITARY SANITARY SAS SANITARY SEWER SANITARY SEWER SCH SCHEDULE SCHEDULE SECT SECTION SECTION SF SQUARE FEET SQUARE FEET SHT SHEET SHEET SL SAMPLE LINE SAMPLE LINE SQ SQUARE SQUARE STD STANDARD STANDARD S STL, SS STAINLESS STEEL STAINLESS STEEL STL STEEL STEEL SUP SUPERNATANT SUPERNATANT SY SQUARE YARD SQUARE YARD TOS TOP OF SLAB TOP OF SLAB TOW TOP OF WALL TOP OF WALL TW TERTIARY WATER TERTIARY WATER TYP TYPICAL TYPICAL V VACUUM OR VALVE VACUUM OR VALVE VAR VARIES VARIES VERT VERTICAL VERTICAL W/ WITH WITH W/O WITHOUT WITHOUT WC WATER CLOSET WATER CLOSET WH WATER HEATER WATER HEATER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC YH YARD HYDRANT YARD HYDRANT

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1. ALL PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPARENT AND SHALL NOT BE DEEMED AS EXACT ALL PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPARENT AND SHALL NOT BE DEEMED AS EXACT LOCATIONS, UNLESS OTHERWISE NOTED. INFORMATION WAS OBTAINED THROUGH INDIANA ON-LINE GIS WEBSITE. 2. CONTRACTOR SHALL MAINTAIN 10'-0" HORIZONTAL AND 1'-6" VERTICAL SEPARATION BETWEEN SEWERS CONTRACTOR SHALL MAINTAIN 10'-0" HORIZONTAL AND 1'-6" VERTICAL SEPARATION BETWEEN SEWERS (INCLUDING SERVICE LATERALS & WATER MAINS IN ACCORDANCE WITH IDEM REQUIREMENTS, UNLESS SPECIFICALLY NOTED IN THE PLANS OTHERWISE. MANHOLES AND WATER MAINS SHALL HAVE MIN. 8'-0" SEPARATION, UNLESS OTHERWISE NOTED IN PLANS. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING LOCATIONS OF ALL EXISTING UTILITIES NEAR CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING LOCATIONS OF ALL EXISTING UTILITIES NEAR ALL PROPOSED WORK ACTIVITIES. IF UTILITY CONFLICTS OCCUR, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PROCEEDING WITH WORK. 4. EXISTING UTILITY INFORMATION SHOWN IN DRAWINGS, MEETS "ASCE 38-02" QUALITY LEVEL D, UNLESS EXISTING UTILITY INFORMATION SHOWN IN DRAWINGS, MEETS "ASCE 38-02" QUALITY LEVEL D, UNLESS OTHERWISE NOTED. UTILITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR VERBAL RECOLLECTIONS. : INFORMATION DERIVED FROM EXISTING RECORDS OR VERBAL RECOLLECTIONS.

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A M

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L R

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-1

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S T

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O R

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-1

-0

S T

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D U

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-1

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S T

, D

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CHOO, SEKI A, MARIE CHOO,

JOHN LEITZEL, KAREN LEIT

45-16-05-101-002.000-042

326 CEDAR ST

CITY O

F C

ROWN POIN

-16

-05 -10

3-0

.00 0-0

0 C

EDAR ST

CITY O

F C

ROWN POIN

-16

-05 -10

3-0

.00 0-0

2 C

EDAR ST

CITY O

F C

ROWN POIN

-16

-05 -10

3-0

.00 0-0

MAPLE

STREET

MARTIN

EZ, D

AWN M

-16

-05 -10

3-0

.00 0-0

3 M

APLE

STREET

BOULA

S, P

ANAGIO

TIS AND

ANGELIN

-16

-05 -10

3-0

.00 0-0

1 M

APLE

STREET

HITCHCOCK, L

ISA K

F45 -16

-05 -10

2-0

.00 0-0

6 M

APLE

ATEN, W

ALL

ACE M

. A

ND SUSAN K

F45 -16

-05 -10

2-0

.00 0-0

8 M

APLE

FLOREZ, GILBERTO & ALMA R

F45-16-05-102-016.000-042

350 MAPLE ST

KOONCE, JACK L & DEBORAH A

F45-16-05-102-001.000-042

319 CEDAR ST

N C

E, M

H F4

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ELLIS, ERIC L

45-16-05-102-012.000-042

308 OAK CIR

CITY OF CROWN POINT

45-16-05-102-011.000-042

315 1/2 CEDAR ST

CITY OF CROWN POINT

45-16-05-102-037.000-042

336 1/2 MAPLE APPR ST

, A

-1 6-

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N , K

H O

D T

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N O

I K R

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-1 6-

-1

-0

S T

HOWARD, S

ARA M

F45 -16

-05 -10

2-0

.00 0-0

8 M

APLE

AYRES NORMAN R. & BARBARA A

45-16-05-102-038.000-042

310 OAK CIR

PADGETT, K

BERLY

ANN45

-16

-05 -10

3-0

.00 0-0

7 M

APLE

STREET

200 L.F. ± OF 8" CIPP 238 L.F. ± OF 8" CIPP 255 L.F. ± OF 8" CIPP

197 L.F. ± O F 10" C

IPP

224 L.F. ± O

F 10" CIPP

225 L.F. ± OF 8" CIPP 247 L.F. ± OF 12" CIPP

AM G

CEDAR ST.

MAPLE ST.

OAK ST.

BIRCH ST.

(Asphalt)

GENERAL NOTES:

1. SEE SHEET MD-01 FOR MANHOLE AND SEWER REPAIR SCHEDULE.

2. SEWER REHABILITATION LINEAR FEET DETERMINED FROM FACE OF MANHOLE TO FACE OF

MANHOLE.

3. CONTRACTOR TO CLEAN, CCTV, AND PROVIDE VIDEO FOOTAGE AND INSPECTION REPORTS

TO ENGINEER PRIOR TO CIPP INSTALLATION.

4. MAINTENANCE OF TRAFFIC IS CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION

SECTION 01 50 00 FOR TRAFFIC CONTROL PLAN SUBMITTAL REQUIREMENTS.

5. CONTRACTOR MUST NOTIFY HOMEOWNERS ONE WEEK IN ADVANCE OF ANY REQUIRED

FENCE REMOVAL. SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS.

6. REFER TO SHEET MD-06, DETAIL 15 FOR GRASS RESTORATION.

7. REFER TO SHEET MD-06, DETAIL 16 FOR CURB TO CURB ASPHALT RESTORATION.

8. REFER TO SHEET MD-06, DETAIL 13 FOR CONCRETE DRIVE RESTORATION.

9. CONTRACTOR TO PROVIDE LATERAL AS-BUILTS TO OWNER, ENGINEER, AND RESIDENT

WITH MEASUREMENTS TO AT LEAST TWO (2) PERMANENT STRUCTURES OR PERMANENT

FEATURES AT TIME OF CONSTRUCTION.

10. SEE MH REPAIR TABLE ON SHEET MD-02 FOR SCOPE OF MH REPAIRS INCLUDED IN THE

PROJECT.

11. POWER POLES NOT OWNED BY NIPSCO ARE THE RESPONSIBILITY OF THE CONTRACTOR TO

MAKE ARRANGEMENTS FOR SUPPORT OF SAME DURING EXCAVATION. POLES OWNED BY

NIPSCO WILL BE HELD BY NIPSCO.

APP. R/W

APP. P/L

APP. P

APP. R

P /L

APP. P/L

APP. P/L AP

P /L

/L AP

P /L

APP. R/W

P /L

R /W

P /L

APP. P/L

P /L

/L APP. P/L

P /L

APP. R

PLAN VIEW

FOR CONTINUATION SEE DWG P-003

C O

N U

O N

D W

G P-

NO. 1

NO. 2 NO. 3

NO. 4

NO. 5

NO. 22

NO. 23

NO. 32

OPTION 5

NO. 21

OPTION 4

LEGEND

EXISTING UTILITY

EASEMENT

CONTRACTOR

LAY-DOWN/STORAGE AREA

POINT REPAIR

1 LATERAL WYE WITHIN REPAIR

(5'± DEPTH)

PROTECT METER PIT

6 SY OF DRIVEWAY RESTORATION

SEE DETAIL "A"

THIS SHEET

NEW CAPPED 1.5" PRESSURE SERVICE

LATERALS TO ROW (2 TYP.).

CONTRACTOR TO COORDINATE WITH

HOME OWNER FOR DESIRED

LOCATAION OF SEWER LATERAL STUBS

15 SY OF ASPHALT

ROADWAY RESTORATION

19 SY OF ASPHALT

ROADWAY RESTORATION

CONNECT NEW PRESSURE

SERVICE LATERAL

WITH SADDLE

(SEE DETAIL SHEET MD-07)

INLET PROTECTION

SCALE: 1"=20'-0"

0 20' 40'

DETAIL "A"

RECONNECT SERVICE TAP FROM

351 MAPLE TO NEW MH WITH

LINK SEAL

NEW DOGHOUSE

MH NO. 21A

APP. P

APP. R/W

MAPLE ST.

PROTECT WATER

METERS AND

VALVES

10 LF OF CURB

RESTORATION

10 LF OF CURB RESTORATION

10 LF OF CURB

RESTORATION

10 LF OF CURB

RESTORATION

ASPHALT ROADWAY

RESTORATION

CONTRACTOR

LAY-DOWN/STORAGE AREA

OPTION 5

OPTION 4

P-001

C O

N U

O N

D W

G P-

FOR CONTINUATION SEE DWG P-003

NEW CAPPED 1.5" PRESSURE SERVICE

LATERALS TO ROW (2 TYP.).

CONTRACTOR TO COORDINATE WITH

HOME OWNER FOR DESIRED LOCATION

OF SEWER LATERAL STUBS

CONNECT NEW PRESSURE

SERVICE LATERAL

WITH SADDLE

(SEE DETAIL SHEET MD-07)

DISCONNECT EX. LATERAL AND

RECONNECT TO NEW MH

EX. LATERAL

(APPROX. LOCATION)

APPROX. LOW PRESSURE

SEWER LATERAL (BY OTHERS)

FIELD VERIFY ROUTE PRIOR TO

ORDERING MATERIALS

APPROX. LOW PRESSURE

SEWER LATERAL (BY OTHERS)

FIELD VERIFY ROUTE PRIOR TO

ORDERING MATERIALS

EX. 8" SEWER

PROTECT WATER

METERS AND

VALVES

NEW SANITARY MH

STAGING AREA

(SEE SHEET MD10)

STAGING AREA PAST END OF LEWIS ST.

(SEE SHEET MD10 FOR LOCATION)

AutoCAD SHX Text D

AutoCAD SHX Text

SHEET OF

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AutoCAD SHX Text

N N

D W

N B

C R

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

O N

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SCALE: 1"=60'-0"

0 60' 120'

PLAN VIEW

S, M

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KIRK, HOWARD J

45-12-32-379-024.000-029

1400 BOHLING PL

SCHMIDT, FRED POST NO 20

AMERICAN

45-12-32-379-026.000-029 1401 N

MAIN ST

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45-16-05-127-019.000-042 1310

SYCAMORE ST

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45-16-05-126-012.000-042 1313

SYCAMORE ST

LINDAUER, THOMAS W

45-16-05-126-019.000-042 1315 N

MAIN ST

PT SULLIVAN LLC

45-16-05-126-020.000-042 1313 N

MAIN ST

PETER JONAS LLC

45-16-05-126-021.000-042 1311 N

MAIN ST

PAGE, DANIEL J & COLLEEN M

45-16-05-126-022.000-042 1309 N

MAIN ST

ZIA, QAMER

45-16-05-126-023.000-042 1307 N

MAIN ST

ROSENBAUM, ROB; JENNIFER

ROSENBAUM

45-16-05-126-024.000-042 1305 N

MAIN ST

BAUMGARDNER, MARK A &

MARGARET A

45-16-05-126-025.000-042 1303 N

MAIN ST

GALOUZIS, ROBERT &

GABRIELLE E

45-16-05-126-013.000-042 1311

SYCAMORE ST

STAMPER, DYLAN K & AMANDA

C 45-16-05-126-014.000-042

1309 SYCAMORE ST

MARTINEZ, SHARON E & GAIL E

CHARLES T/C

45-16-05-126-015.000-042 1307

SYCAMORE ST

FICHTER, MATTHEW R & KATLIN

WALL (JT)

45-16-05-126-016.000-042 1305

SYCAMORE ST

BIARNESEN, CYNTHIA J,

KATHRYN ARAMBULA, DAVID A

45-16-05-126-017.000-042 1303

SYCAMORE ST

SCHMIDT, FRED POST NO 20 AMERICAN

45-12-32-379-030.000-029

1401 N MAIN ST

, K

H R

-1

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S T

A, J

Y Q

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S T

N O

, D

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T LAWTON, NICOLE

45-16-05-127-016.000-042

218 OAK ST

LAIRD, RICHARD

45-16-05-127-017.000-042

212 OAK ST

KAYLOR, TAMARA S

45-16-05-127-020.000-042 1308

SYCAMORE ST

WEST, JAMES

45-16-05-127-021.000-042 1306

SYCAMORE ST

BALTENSBERGER, SUSAN L

45-16-05-127-022.000-042 1304

SYCAMORE ST

CALL, JUSTIN SCOTT

45-16-05-127-0223.000-042 1302

SYCAMORE ST

N O

I, D

L J

-1 2-

-3

-0

O C

H R

490 L.F. ± OF 8" CIPP

299 L.F. ± OF 8" CIPP

234 L.F. ± O F 8" C

IPP

AM G

CEDAR ST.

LEWIS ST.

P L.

. M

OAK ST.

F 8"

O F

8" C

255 L.F. ± OF 12" CIPP

(Asphalt)

(A sp ha lt)

P /L

APP. P

APP. P/L

P /L

APP. P

APP. P/L

APP. P/L APP. P/L

APP. P/LAPP. P/L

APP. P/L APP. P/L

APP. P/L

P /L

/L AP

R /W

KIRK, HOWARD J

45-12-32-379-023.000-029

1406 BOHLING PL

CORSIGLIA, JENNEANE

45-12-32-379-022.000-029

1410 BOHLING PL

PLAN VIEW

FOR CONTINUATION SEE DWG P-004

C O

N U

O N

D W

G P-

NO. 6

NO. 7

NO. 8

NO. 36

NO. 35

NO. 31 NO. 30

OPTION 5

GENERAL NOTES:

1. SEE SHEET MD-01 FOR MANHOLE AND SEWER REPAIR SCHEDULE.

2. SEWER REHABILITATION LINEAR FEET DETERMINED FROM FACE OF MANHOLE TO FACE OF

MANHOLE.

3. CONTRACTOR TO CLEAN, CCTV, AND PROVIDE VIDEO FOOTAGE AND INSPECTION REPORTS

TO ENGINEER PRIOR TO CIPP INSTALLATION.

4. MAINTENANCE OF TRAFFIC IS CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION

SECTION 01 50 00 FOR TRAFFIC CONTROL PLAN SUBMITTAL REQUIREMENTS.

5. CONTRACTOR MUST NOTIFY HOMEOWNERS ONE WEEK IN ADVANCE OF ANY REQUIRED

FENCE REMOVAL. SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS.

6. REFER TO SHEET MD-06, DETAIL 15 FOR GRASS RESTORATION.

7. REFER TO SHEET MD-06, DETAIL 16 FOR CURB TO CURB ASPHALT RESTORATION.

8. REFER TO SHEET MD-06, DETAIL 13 FOR CONCRETE DRIVE RESTORATION.

9. SEE MH REPAIR TABLE ON SHEET MD-02 FOR SCOPE OF MH REPAIRS INCLUDED IN THE

PROJECT.

10. POWER POLES NOT OWNED BY NIPSCO ARE THE RESPONSIBILITY OF THE CONTRACTOR

TO MAKE ARRANGEMENTS FOR SUPPORT OF SAME DURING EXCAVATION. POLES OWNED

BY NIPSCO WILL BE HELD BY NIPSCO.

POINT REPAIR

1 LATERALWYE WITHIN REPAIR

(9'± DEPTH)

REMOVE ONE (1) TREE

AND CLEAR/GRUB HEAVY BRUSH

OVERHEAD ELECTRIC

(LOW CLEARANCE)

POINT REPAIR

1 LATERAL WYE

WITHIN REPAIR

(11'± DEPTH)

EXISTING UTILITY

EASEMENT

CONTRACTOR

LAY-DOWN/STORAGE AREA

ASPHALT ROADWAY

RESTORATION

CONTRACTOR

LAY-DOWN/STORAGE AREA

P-002

10' PERMANENT EASEMENT

GRANTED TO THE CITY OF

CROWN POINT

C O

N U

O N

D W

G P-

LEGEND

OPTION 5

OPTION 4

NEW SANITARY MH

EX. POWER POLE

EX. SHED

RIGHT OF ENTRY AGREEMENT

STAGING AREA PAST END OF LEWIS ST.

(SEE SHEET MD10 FOR LOCATION)

FOREIGN OWNERSHIP

AutoCAD SHX Text D

AutoCAD SHX Text

SHEET OF

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AutoCAD SHX Text

NO. 21

N N

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C R

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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

---08 /1

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NI ID NA A

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SCALE: 1"=60'-0"

0 60' 120'

PLAN VIEW

HOWARD, S

ARA M

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MAPLE

STREET

L, S

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R T

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45-16-05-102-043.000-042

315 BIRCH ST BAYS, EVELYN M

45-16-05-128-007.000-042

312 BIRCH ST

PADGETT, K

BERLY

ANN45

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GUNTER, R

OBERT P

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.00 0-0

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STAATS, H

ENRY R

& BRYNN S

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CILE

K, E

DNA M

AND C

HAD A

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3-0

.00 0-0

MAPLE

STREET

SPANIER, B

RUCE

-16

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3-0

.00 0-0

MAPLE

STREET

TANNER, L

DA K

-16

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3-0

.00 0-0

MAPLE

STREET

WOOSELY

, R

OBERT J

-16

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3-0

.00 0-0

MAPLE

STREET

COOMER, J

ESSE S

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3-0

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MAPLE

STREET

BENEDIC

T, G

ARY

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MAPLE

STREET

BARTHOLO

MEW, T

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ANNETTA

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LIN

DZY, R

HARD E JR

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AUDE F

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EFFREY S & D

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STREET

CND MANAGEMENT LLC

45-15-06-228-001.000-042 314

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SIM

KO, R

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& D

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F45 -16

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WARD, W

AYNE M

& PATSY ANN

PANOZZO (J

TRS)

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2-0

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CK, C

ASSANDRA L

F45 -16

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BOWIE, D

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F45 -16

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2-0

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APLE

AYRES NORMAN R. & BARBARA A

45-16-05-102-038.000-042

310 OAK CIR

ELATIOR LLC

45-16-05-102-039.000-042

312 OAK CIR

N , N

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ANGELINE

45-16-05-128-008.000-042

310 BIRCH ST

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NTHONY

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2-0

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BIEKER, J

OHN

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HARDS, T

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HOMAS A &

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GRABSKI, D

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AN H

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MILY

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MAPLE

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KERULIS

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2-0

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KASPER, C

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.00 0-0

6 M

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KITE, S

TEPHANIE

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2-0

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APLE

NIEDERT PROPERTIES LL

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2-0

.00 0-0

0 M

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STOWELL

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DEVANEY, L

AURA L

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MACAK, R

OSEMARY

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MANDA L

F45 -16

-05 -10

2-0

.00 0-0

4 M

APLE

SJO

ERDSMA, D

AVID

A &

DEBORAH S

-16

-05 -10

3-0

.00 0-0

MAPLE

STREET

270 L.F. ± OF 8" CIPP

356 L.F. ± OF 8" CIPP

251 L.F. ± OF 8" CIPP

352 L.F. ± OF 8" CIPP

AM G

BIRCH ST.

OAK ST.

ERIE LACKAWANNA TRAIL

MAPLE ST.

(Asphalt)

APP. P

APP. R

APP. P

APP. P/L

APP. P

APP. P/L

P /L

APP. P/L

APP. P

P /L

APP. P/L

P /L

APP. P/L

APP. R/W

APP. P/L

APP. P

157 L.F. ± OF 8" CIPP

F 8"

225 L.F. ± OF 8" CIPP 247 L.F. ± OF 12" CIPP

APP. R/W

PLAN VIEW

FOR CONTINUATION SEE DWG P-001

C O

N U

O N

D W

G P-

NO. 21

NO. 20

NO. 19

NO. 18

NO. 25

NO. 24

NO. 23

NO. 32

FOR CONTINUATION SEE DWG P-005

OPTION 4

OPTION 5

GENERAL NOTES:

1. SEE SHEET MD-01 FOR MANHOLE AND SEWER REPAIR SCHEDULE.

2. SEWER REHABILITATION LINEAR FEET DETERMINED FROM FACE OF MANHOLE TO FACE OF

MANHOLE.

3. CONTRACTOR TO CLEAN, CCTV, AND PROVIDE VIDEO FOOTAGE AND INSPECTION REPORTS

TO ENGINEER PRIOR TO CIPP INSTALLATION.

4. MAINTENANCE OF TRAFFIC IS CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION

SECTION 01 50 00 FOR TRAFFIC CONTROL PLAN SUBMITTAL REQUIREMENTS.

5. CONTRACTOR MUST NOTIFY HOMEOWNERS ONE WEEK IN ADVANCE OF ANY REQUIRED

FENCE REMOVAL. SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS.

6. REFER TO SHEET MD-06, DETAIL 15 FOR GRASS RESTORATION.

7. REFER TO SHEET MD-06, DETAIL 16 FOR CURB TO CURB ASPHALT RESTORATION.

8. REFER TO SHEET MD-06, DETAIL 13 FOR CONCRETE DRIVE RESTORATION.

9. SEE MH REPAIR TABLE ON SHEET MD-02 FOR SCOPE OF MH REPAIRS INCLUDED IN THE

PROJECT.

10. POWER POLES NOT OWNED BY NIPSCO ARE THE RESPONSIBILITY OF THE CONTRACTOR

TO MAKE ARRANGEMENTS FOR SUPPORT OF SAME DURING EXCAVATION. POLES OWNED

BY NIPSCO WILL BE HELD BY NIPSCO.

POINT REPAIR (BASE BID)

(9'± DEPTH)

192 SY OF ASPHALT

ROADWAY RESTORATION

(SEE SHEET MD-06, NO 16)

4 LF OF CURB RESTORATION

(PAYMENT INCIDENTAL TO POINT REPAIR)

23 LF OF CURB RESTORATION

(PAYMENT INCIDENTAL

TO POINT REPAIR)

EXISTING UTILITY

EASEMENT

CONTRACTOR

LAY-DOWN/STORAGE AREA

INLET PROTECTION

ASPHALT ROADWAY

RESTORATION

CONTRACTOR

LAY-DOWN/STORAGE AREA

P-003

FOR CONTINUATION SEE DWG P-001

SCALE: 1"=20'-0"

0 20' 40'

DETAIL "B"

OPTION 4

OPTION 5

SEE DETAIL "B"

THIS SHEET

NO. 23 LEGEND

OPTION 5

OPTION 4

NEW SANITARY MH

REMOVE AND REPLACE

STORM CATCH BASIN IF

NECESSARY DURING REPAIR

(PAYMENT INCIDENTAL

TO POINT REPAIR)

NIPSCO

STREETLIGHT

AutoCAD SHX Text D

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text E

AutoCAD SHX Text

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

---08 /1

C R

O W

N P

T, IN

N A

D _B

H O

W N

T W

C ol dw at er

R d.

S te

. 2

Fo rt

W ay ne , I

) 4

-3

W th S te . 2

Ev an sv ille , I

) 4

-1

D Q

C om pa ny D r.

In di an ap ol is , I

) 8

-1

C R

O W

N P

. M ai n St

C ro w n Po in t, IN

) 9

-9

N O

D ig ita l W ay , S te . 1

In di an ap ol is , I

) 9

-1

G G

St at e

St . S te . 4

Bo w lin g G re en

, K Y

) 2

-1

STATE OF

11100674

NI ID NA A

G C

SCALE: 1"=60'-0"

0 60' 120'

PLAN VIEW

PASH, R

ACHEL M

& N

HOLA

S P

-16

-05 -12

8-0

.00 0-0

6 B

CH ST

HILL

, D

ANIELL

E M

-16

-05 -12

8-0

.00 0-0

4 B

CH ST

PONGSAJA

PAN, S

OMPORN TR

UNDER SOMPORN PONGSAJA

PAN

-16

-05 -10

2-0

.00 0-0

1 B

CH ST

FOELL

ER, J

OHN T

-16

-05 -12

9-0

.00 0-0

4 B

CH ST

ESTEEMED

PROPERTIES LL

-16

-05 -17

6-0

.00 0-0

3 B

CH ST

NONCENT, SAMANTHA MARIE

45-16-05-130-008.000-042

1203 SYCAMORE ST

MICHELLE, L.L.C.

45-16-05-130-017.000-042

1203 N MAIN ST

NELSON, CHRISTOPHER C

45-16-05-130-007.000-042

1205 SYCAMORE ST

1205 & 1209 MAIN STREET, LLC

45-16-05-130-016.000-042

1205 N MAIN ST

PILIPOVICH, DANIEL LEE

45-16-05-130-006.000-042

1207 SYCAMORE ST 1205 & 1209 MAIN STREET, LLC

45-16-05-130-016.000-042

1207 N MAIN ST

CHACON, JOSEPH W

45-16-05-130-005.000-042

1209 SYCAMORE ST

WALSH, MICHAEL T & CHERYL M

45-16-05-130-004.000-042

1211 SYCAMORE ST

STATON, CHARLES C & KIMBERLY

45-16-05-130-012.000-042

1213 N MAIN ST

HUNSLEY, BRANDON M & LINDSEY A

45-16-05-130-011.000-042

1215 N MAIN ST

COLLARD, KRISTIN

45-16-05-130-01.000-042

1217 N MAIN ST

CITY OF CROWN POINT

45-16-05-128-012.000-042

304 1/2 BIRCH ST

DUTCHER, CHRISTINA

45-16-05-129-003.000-042

208 OAK ST

BERKES, KYLE S & HEATHER L BERKES

45-16-05-129-004.000-042

206 OAK ST

ZYLO

, B

RIAN

-16

-05 -12

9-0

.00 0-0

0 B

CH ST

MIC

KEY, J

OHN R

& D

EBBIE

L4 5-1

6-0 5-1

-00

8.0

-04

8 B

CH ST

AMODEO, K

ELL

YN W

-16

-05 -12

9-0

.00 0-0

6 B

CH ST

SZYMANSKI, L

ORI J

EAN

-16

-05 -17

6-0

.00 0-0

1 B

CH ST

FIELDS, RUTH E

45-16-05-129-013.000-042 1214

SYCAMORE ST

OBERT, DONALD L AND DIANE L

OBERT

45-16-05-129-015.000-042 1210

SYCAMORE ST

KIEL, KEVIN

45-16-05-129-016.000-042 1208

SYCAMORE ST

DANGA, LOID & PATIENCE

45-16-05-129-017.000-042 1206

SYCAMORE ST

THAYER, LISA D & KRISTINA M WALKER

J/T WITH R/S

45-16-05-129-018.000-042

1204 SYCAMORE ST

GALANOS, GEORGE P

45-16-05-126-026.000-042

1301 N MAIN ST

ROSS, CORTT & DONNA M JOHNSON

J/T WITH R/S 45-16-05-126-018.000-042

1301 SYCAMORE ST

PIERCE, W

ILL

IAM G

-16

-05 -10

2-0

.00 0-0

3 B

CH ST

HAYES, B

RANDON P.

-16

-05 -12

8-0

.00 0-0

1 O

AK ST

1205 & 1209 MAIN STREET, LLC

45-16-05-130-014.000-042

1209 N MAIN ST

CARIBOU INVESTMENTS LLC

45-16-05-130-013.000-042

1211 N MAIN ST

ADAMCZEWSKI, NICOLE M

45-16-05-130-003.000-042

1213 SYCAMORE ST

TAYLOR, SUZANNE L

45-16-05-130-002.000-042

1215 SYCAMORE ST

TAYLOR, NICHOLAS A

45-16-05-130-001.000-042

1217 SYCAMORE ST

O Y, D

R A

-1 6-

-1

-0

K, D

O N

N C

-1

-0

S T

H U

G H

, S

N A

-1

-0

S T

S, P H

P A

-1

-0

GOAD, ASHLEY M

45-16-05-128-013.000-042

209 OAK ST

ZIEMBA, JAMES H

45-16-05-128-014.000-042

207 OAK ST

BENEDICT, JUSTIN W & ALEXANDRIA L DUNN

J/T R/S

45-16-05-128-015.000-042

205 OAK ST

DUNCAN, ZACHARY A & LISA M

45-16-05-128-016.000-042

203 OAK ST

REED, JOHN

45-16-05-127-018.000-042

214 OAK ST

BOARDMAN, JEFFREY

45-16-05-129-001.000-042

212 OAK ST

OBOY, MARISSA A

45-16-05-129-002.000-042

210 OAK ST

LATERNEAU FAMILY TRUST

45-16-05-129-005.000-042

204 OAK ST

FLETCHER, WALTER & KELLY L

STACY T/C

45-16-05-127-024.000-042 1300

SYCAMORE ST

SOR PROPERTIES LLC

45-16-05-129-011.000-042 1218

SYCAMORE ST

HELFRICH, JASON M

45-16-05-129-012.000-042 1216

SYCAMORE ST

RAMBO, JUDITH M TRS UNDER THE JUDITH M

RAMBO TRUST

45-16-05-129-014.000-042

1212 SYCAMORE ST

BALTENSBERGER, SUSAN L

45-16-05-127-022.000-042

1304 SYCAMORE ST

LAIRD, RICHARD

45-16-05-127-017.000-042

212 OAK ST CALL, JUSTIN SCOTT

45-16-05-127-0223.000-042

1302 SYCAMORE ST

BIARNESEN, CYNTHIA J, KATHRYN

ARAMBULA, DAVID A SW

45-16-05-126-017.000-042

1303 SYCAMORE ST

BAUMGARDNER, MARK A & MARGARET A

45-16-05-126-025.000-042

1303 N MAIN ST

AM G

. M

OAK ST.

OAK S

BIRCH ST.

(Asphalt)

(A sp ha lt)

(Asphalt)

APP. P/L

APP. P/LAPP. P/L

APP. P/L APP. P/L

APP. P/LAPP. P/L

APP. P/L APP. P/L

APP. P/LAPP. P/L

APP. P/L APP. P/L

APP. P/LAPP. P/L

APP. P/L APP. P/L

APP. P/LAPP. P/L

APP. P/L

APP. R/W

APP. P/L

APP. R/W

APP. P/L

APP. P

APP. R/W

APP. P/L

APP. P

APP. P/L

P /L

APP. P/L

APP. P/LAPP. P/L

APP. P/L

P /L

APP. R/W

R /W

APP. R/W

R /W

/W AP

R /W

F 8"

O F

8" C

F 8"

255 L.F. ± OF 12" CIPP

178 L.F. ± OF 12" CIPP193 L.F. ± OF 12" CIPP

317 L.F. ± OF 12" CIPP

3 L

.F.

OF 8

" C

7 L

.F. ± O

F 8"

CIPP

F 8"

O F

8" C

ELM ST.

PLAN VIEW

FOR CONTINUATION SEE DWG P-005

C O

N U

O N

D W

G P-

FOR CONTINUATION SEE DWG P-002

NO. 31 NO. 30

NO. 29

NO. 28

NO. 27

NO. 33 NO. 11

NO. 10

NO. 9 NO. 37 NO. 43

NO. 38

NO. 39

10' PERMANENT EASEMENT

GRANTED TO THE CITY OF

CROWN POINT

10' PERMANENT EASEMENT

GRANTED TO THE CITY OF

CROWN POINT

10' RIGHT-OF-WAY GRANTED

TO THE CITY OF CROWN

POINT PER PLAT MAP

OPTION 4

OPTION 5

GENERAL NOTES:

1. SEE SHEET MD-01 FOR MANHOLE AND SEWER REPAIR SCHEDULE.

2. SEWER REHABILITATION LINEAR FEET DETERMINED FROM FACE OF MANHOLE TO FACE OF

MANHOLE.

3. CONTRACTOR TO CLEAN, CCTV, AND PROVIDE VIDEO FOOTAGE AND INSPECTION REPORTS

TO ENGINEER PRIOR TO CIPP INSTALLATION.

4. MAINTENANCE OF TRAFFIC IS CONTRACTOR'S RESPONSIBILITY. SEE SPECIFICATION

SECTION 01 50 00 FOR TRAFFIC CONTROL PLAN SUBMITTAL REQUIREMENTS.

5. CONTRACTOR MUST NOTIFY HOMEOWNERS ONE WEEK IN ADVANCE OF ANY REQUIRED

FENCE REMOVAL. SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS.

6. REFER TO SHEET MD-06, DETAIL 15 FOR GRASS RESTORATION.

7. REFER TO SHEET MD-06, DETAIL 16 FOR CURB TO CURB ASPHALT RESTORATION.

8. REFER TO SHEET MD-06, DETAIL 13 FOR CONCRETE DRIVE RESTORATION.

9. SEE MH REPAIR TABLE ON SHEET MD-02 FOR SCOPE OF MH REPAIRS INCLUDED IN THE

PROJECT.

10. POWER POLES NOT OWNED BY NIPSCO ARE THE RESPONSIBILITY OF THE CONTRACTOR

TO MAKE ARRANGEMENTS FOR SUPPORT OF SAME DURING EXCAVATION. POLES OWNED

BY NIPSCO WILL BE HELD BY NIPSCO.

POINT REPAIR 1 LATERAL WYE

WITHIN REPAIR (11'± DEPTH)

OVERHEAD ELECTRIC

(LOW CLEARANCE)

OVERHEAD ELECTRIC

(LOW CLEARANCE)

POINT REPAIR, 2 LATERAL WYES

WITHIN REPAIR (PROTECT EX.

AC. WATER MAIN) (12'± DEPTH)

POINT REPAIR, 1 LATERAL WYE

WITHIN REPAIR (PROTECT EX.

COMMUCATION LINE) (12'± DEPTH)

POINT REPAIR

1 LATERAL WYE

WITHIN REPAIR

(6'± DEPTH)

LEGEND

EXISTING UTILITY

EASEMENT

CONTRACTOR

LAY-DOWN/STORAGE AREA

INLET PROTECTION

ASPHALT ROADWAY

RESTORATION

CONTRACTOR

LAY-DOWN/STORAGE AREA

OPTION 5

OPTION 4

P-004

FOR CONTINUATION SEE DWG P-005 FOR CONTINUATION SEE DWG P-005

C O

N U

O N

D W

G P-

FOR CONTINUATION SEE DWG P-002

12"

C O

N U

O N

D W

G P-

EX. SAN MH

NO. 26

NEW SANITARY MH

EX. POWER POLE

CLEAR/GRUB HEAVY

BRUSH IN EASEMENT

AS REQUIRED

APPROX.

EX. WATER

SERVICE LINE

APPROX.

EX. WATER

METER

NIPSCO OWNERSHIP

NIPSCO

STREETLIGHT

EX. POWER POLE

FOREIGN OWNERSHIP

EX. POWER POLE

FOREIGN OWNERSHIP

EX. POWER POLE

FOREIGN OWNERSHIP

EX. POWER POLE

FOREIGN OWNERSHIP

EX. POWER POLE

FOREIGN OWNERSHIP

AutoCAD SHX Text D

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text E

AutoCAD SHX Text

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

---08 /1

C R

O W

N P

T, IN

N A

D _B

H O

W N

T W

C ol dw at er

R d.

S te

. 2

Fo rt

W ay ne , I

) 4

-3

W th S te . 2

Ev an sv ille , I

) 4

-1

D Q

C om pa ny D r.

In di an ap ol is , I

) 8

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C R

O W

N P

. M ai n St

C ro w n Po in t, IN

) 9

-9

N O

D ig ita l W ay , S te . 1

In di an ap ol is , I

) 9

-1

G G

St at e

St . S te . 4

Bo w lin g G re en

, K Y

) 2

-1

STATE OF

11100674

NI ID NA A

G C

SCALE: 1"=60'-0"

0 60' 120'

PLAN VIEW

LAWTON, DEBRA L

45-16-05-176-012.000-042

203 BIRCH ST

GRABER, N

OLE

-16

-05 -17

6-0

.00 0-0

5 B

CH STCOOPER, A

DAM & KATE G

IBSON J/

T R /S

-16

-05 -17

6-0

.00 0-0

7 B

CH STPOSTLE

THWAIT, H

STEPHEN & L

ANN

-16

-05 -17

6-0

.00 0-0

9 B

CH ST

RDAN, J

OHN S

-16

-05 -17

6-0

.00 0-0

8 M

APLE

UNKNOWN

-16

-05 -17

6-0

.00 0-0

8 M

APLE

ARD, D

WIG

HT T JR

AND TIFFANY S

-16

-05 -17

6-0

.00 0-0

6 M

APLE

REGESKI, B

ARBARA J

REGESKI

LIV

G TRUST

-16

-05 -17

6-0

.00 0-0

2 M

APLE

CROUCH, M

ATTHEW W

AND

KIM

BERLY

-16

-05 -17

6-0

.00 0-0

0 M

APLE

R, J

-1

-0

O C

H E, M

-1

-0

N , S

N E

O N

N A

-1 6-

-1

-0

S T

, B

D A

-1 6-

-1

-0

S T

JEFFERSON, STEVEN E

45-16-05-103-033.000-042 ADJ 303

MAPLE STREET

HERBERS, M

HAEL E

-16

-05 -10

3-0

.00 0-0

MAPLE

STREET

HALL

, N

HOLA

S J

& BETH A

-16

-05 -10

3-0

.00 0-0

MAPLE

STREET

NORTHERN INDIANA PUBLIC SERVICE CO.

45-16-05-178-018.000-042

CAMPBELL

, N

HOLA

S C

(R E-R

ECORDED)

-16

-05 -17

8-0

.00 0-0

3 M

APLE

GUERRA, R

ARDO JR

-16

-05 -17

8-0

.00 0-0

5 M

APLE

CHIEN, T

RAVIS

-16

-05 -17

8-0

.00 0-0

7 M

APLE

OPAT, H

OLL

-16

-05 -17

8-0

.00 0-0

9 M

APLE

FETCKO, C

HRIS & M

HELL

-16

-05 -17

8-0

.00 0-0

1 M

APLE

CROWN POINT, CITY OF

45-16-05-103-032.000-042

HARRIS, A

MANDA K

-16

-05 -17

8-0

.00 0-0

3 M

APLE

NG, J

ACQUELIN

E K.

-16

-05 -17

6-0

.00 0-0

2 M

APLE

BATCHELL

ER, E

VERETT J

-16

-05 -10

3-0

.00 0-0

1 M

APLE

BAFIA, H

EATHER

-16

-05 -17

8-0

.00 0-0

1 M

APLE

R, J

-1

-0

INE-94

NORTHERN INDIANA PUBLIC SERVICE CO.

45-16-05-103+031.000-042

NORTHERN INDIANA PUBLIC SERVICE CO.

45-15-05-155-003.000-042

314 SUMMIT ST

INE-94

NORTHERN INDIANA PUBLIC SERVICE CO.

45-16-05-103+031.000-042

CROWN POINT, CITY OF

45-16-05-103-032.000-042

NORTHERN INDIANA PUBLIC SERVICE CO.

45-16-05-177-014.000-042

1131 N MAIN ST

FLORENCE, VINCENT L & KRISTA L

45-16-05-176-013.000-042

1106 SYCAMORE ST

VENA, RALPH JR. & AMANDA

45-16-05-176-014.000-042

1108 SYCAMORE ST

L, R

C H

-1

-0

, V

N E

-1 6-

-1

-0

O R

LUKAS, MARGARET L TR & LUKAS FAMILY

PARTNERSHIP

45-16-05-177-011.000-042

1137 N MAIN ST

LUKAS, MARGARET L TR & LUKAS FAMILY

PARTNERSHIP

45-16-05-177-012.000-042

1137 N MAIN ST

NOFFSINGER, DENNIS E & STEVEN R

NOFFSINGER J / T

45-16-05-177-001.000-042

1109 SYCAMORE ST

ZARATE, FRANKLIN R & DEBRA J

45-16-05-177-002.000-042

1107 SYCAMORE ST

RUEHL, DAVID R & KAREN

45-16-05-177-003.000-042

1105 SYCAMORE ST

SHEETS, JAMES E AND BETH A SHEETS

45-16-05-177-016.0…

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