W912P619B0018_459448_6th_Street_Sewer_Improvements_Hobart,_IN_RTA_PLANS_(22-Aug-19).pdf

PDF 12 MB Posted Aug 23, 2019

Attached to: City of Hobart, 6th Street Sanitary Sewer Improvement, CIty of Hobart, IN, County of Lake (USACE - Chicago District Project)
Solicitation number: W912P619B0018
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

This file contains the Project Plans/Drawing Sheets

View the file

Other files

File	Type	Posted
AMENDMENT_NO._0002_W912P619B0018_HOBART_SEWER_IMPROVEMENTS.pdf	PDF	Sep 17, 2019
AMENDMENT_NO_0001_HOBART_IN_W912P619B0018_WITH_ATTACHMENTS.pdf	PDF	Sep 16, 2019
IFB_W912P619B0018_6thStreetSewerImprovements__Hobart,IN_RTA_23august2019_rgb.pdf	PDF	Aug 23, 2019

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION SHOWN BY

6TH STREET

LAT.: N 41°31'47"

LONG.: W 87°14'51"

FLEMING STREET

LAT.: N 41°31'21"

LONG.: W87°15'24"

HOBART, INDIANA

CITY OF HOBART

2019 WATER QUALITY PROJECTS

G-001 TITLE SHEET

GI-002 GENERAL INFORMATION AND TYPICAL CROSS SECTIONS

GC-003 REAL ESTATE PLAN

GC-004 MAINTENANCE OF TRAFFIC

CU-101 FLEMING STREET LOW PRESSURE FORCE MAIN PLAN AND PROFILE

CU-102 THUR CU-104 6TH STREET - EAST LOW PRESSURE FORCE MAIN PLAN AND PROFILE

CU-105 6TH STREET - WEST SANITARY SEWER PLAN AND PROFILE

CU-106 EROSION CONTROL PLAN

CU-107 BID OPTIONS

CU-501 CONSTRUCTION DETAILS

CU-502

SUMMARY OF QUANTITIES AND APPROACH TABLE

CU-503 CONSTRUCTION DETAILS AND STRUCTURE DATA TABLE

VICINITY MAP

LAKE COUNTY

NOTE:

Contractor Will Be Required To Coordinate The Re-Location Of Any Existing Utilities Encountered

To Accomplish The Work. No Additional Payment Shall Be Made For Coordinating The

Re-Location Of Existing Utilities. Not All Water And Gas Service Lines Are Shown On The Plan. It

Shall Be The Contractor's Responsibility To Have Utilities Accurately Located Prior To The

Commencement Of Construction. Contractor To Coordinate Service Line Reconstruction With

The Gas Utility.

CAUTION:

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE

BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE.

THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS

NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS

OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES

SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.

CABLE TV

COMCAST NORTH

16 WEST 84th DRIVE

MERRILLVILLE, IN 46405

(574) 320-8203

ATTN. LARRY SMITH

ELECTRIC

NIPSCO

ENGINEERING DEPARTMENT

801 E. 86TH AVENUE

MERRILLVILLE, IN 46410

(219) 647-5634

ATTN. JOSE LUIS RINCONENO

STORM AND SANITARY SEWER

CITY OF HOBART

414 MAIN STREET

HOBART, IN 46342

(219) 942-8271

ATTN. PHILLIP GRALIK

TELEPHONE

FRONTIER

2401 CHICAGO STREET

VALPARAISO, IN 46383

(219) 531-9237

ATTN. ALISON BUCHANAN

WATER

INDIANA AMERICAN WATER

650 MADISON STREET

GARY, IN 46401

(219) 880-2326

ATTN. ED NICKELS

GAS DISTRIBUTION AND

GAS 16" HIGH PRESSURE LINE

NIPSCO

ENGINEERING DEPARTMENT

806 EAST 86TH AVENUE

MERRILLVILLE, IN 46410

(219) 647-5143

ATTN. DAN PHILLIPS

6TH STREET

THERE ARE NO KNOWN DRINKING WATER

WELLS LOCATED WITHIN 50 FEET OF THE

PROPOSED SANITARY IMPROVEMENTS.

FLEMING STREET

S O L I C I T A T I O N

N O

F I L E

N A M E

D W N

B Y

C K D

B Y

D E S I G N E D

B Y

D E S C R I P T I O N

2 3

4 5

M A R K

A P P R

D A T E

F I L E

N U M B E R

S I Z E

S U B M I T T E D

B Y

P L O T

S C A L E I S S U E

D A T E

C O N T R A C T

N O

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

A R M Y

C O R P S

O F

E N G I N E E R S

C I T Y

O F

H O B A R T

W A T E R

Q U A L I T Y

P R O J E C T S

H O B A R T

I N D I A N A

T I T L E

S H E E

G-001

M i k o s

N u l l i n e r

M i k o s

N O N E

A N S I

G d w g

C h m e l i w s k y j

P B

C H I C A G O

D I S T R I C T

C H I C A G O

I L L I N O I S

B U T L E R

F A I R M A N

S E U F E R T

W E S T F I E L D

B L V D

S U I T E

I N D I A N A P O L I S

I N D I A N A

100% PLANS 8/22/19

SOLICITATION NO.:

CERTIFIED FINAL DOCUMENTS:

AS-AWARDED CERTIFIED FINAL:

ISSUE DATE:

W912P619B0018

RTA W912P619B0018

W912P6-##-C-####

22 AUGUST 2019

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

INDEX

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DESIGNATION

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text N

AutoCAD SHX Text Know what's

AutoCAD SHX Text Call

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

C P x

G x

S D x

S S x

Items Are Existing Unless Noted By "Proposed"

Alingment (Line "PR-B", "PR-D" OR "PR-F")

Sanitary Sewer Main

Storm Drain

Culvert Pipe

Natural Gas

Water Line

Underground Communications/Telephone Lines

Underground Electrical Utility Lines

Top/Toe Slopes

Road Centerlines

Walks, Trails, And Bicycle Paths

Structures (Bridges, Sheds, Foundation Pads, Footings, Etc.)

Fence

Tree Line

S S

Proposed Sanitary Sewer Main

Proposed Sanitary Sewer Manhole

Proposed Sanitary Sewer Lateral

Proposed Construction Limits

Proposed Structure Backfill

Property Line

Proposed Sanitary Low Pressure Force Main

FM FM

APPROX. EXISTING SLOPE 2%

WEST 6TH STREET - TYPICAL SECTION

Scale: 1/2"=1'-0"

APPROX. EXISTING CROWN

LINE "PR-B"

12'-0" BASE BID

EXISTING PAVEMENT

SAW CUT

APPROX.

TRENCH LIMITS

STRUCTURE

BACKFILL

OPTION NO. 4

UNDISTURBED EARTH

TRENCH WIDTH +4'

TRENCH WIDTH

STRUCTURE

BACKFILL

TRENCH EXCAVATION

EXISTING ASPHALT

PAVEMENT

SAW CUT 1

" MIN. (TYP.)

HMA FOR PATCHING - DETAIL

FOR OPTION NO. 3, 4, AND 5

NOT TO SCALE

SAW CUT 1

" MIN. (TYP.)

6TH STREET

THE PROJECT IS LOCATED IN SECTION 32, TOWNSHIP 36 NORTH, RANGE 7

WEST, HOBART TOWNSHIP, LAKE COUNTY IN.

FLEMING STREET

THE PROJECT IS LOCATED IN SECTION 32, TOWNSHIP 36 NORTH, RANGE 7

WEST, HOBART TOWNSHIP, LAKE COUNTY IN.

COORDINATES FOR THE PROJECT ARE INDIANA STATE PLAN (GRID), WEST

ZONE, NAD83 (CORS96), IN U.S. SURVEY FEET. THEY WERE DERIVED USING

THE INDOT RTK NETWORK (INCORS) AND RTK GPS SURVEYING TECHINQUES.

INCORS REFERENCE STATION INGY WAS UTILIZED. THE GEIOD MODEL THAT

WAS USED IS GEIOD09 (CONUS).

SURVEY STARTED -

SURVEY COMPLETED -

LINE "PR-D" STA. 10+00.00, NORTHING 2285520.03, EASTING 2905008.86

STA. 12+00.00, NORTHING 2285518.76, EASTING 2905208.85

LINE "PR-F" STA. 20+00.00, NORTHING 2285165.46, EASTING 2905213.83

STA. 25+00.00, NORTHING 2285665.41, EASTING 2905206.79

LINE "PR-B" STA. 31+09.00, NORTHING 2287787.45, EASTING 2909802.52

STA. 58+01.22, NORTHING 2287792.85, EASTING 2907110.52

SURVEY SYMBOLS

DESCRIPTION

MAIL BOX

SYMBOL SYMBOLDESCRIPTION

SIGN

LIGHT POLE_EXISTING

CATCH BASIN

SANITARY MANHOLE

HYDRANT

WATER METER

WATER VALVE VAULT

WATER WELL

POWER POLE

COMMUNICATION POLE

DOWNGUY_EXISTING

GAS VALVE VAULT

GAS METER

POINT OF INTERSECTION

P.O.T.

HORIZONTAL CONTROL PT

BENCH MARK

MAIL BOX

CONIFEROUS TREE

DECIDUOUS TREE

CONIFEROUS SHRUB

STUMP

ROCK

POST

REVMENT RIP RAP AREA

GATE

FLOW ARROW LEFT

00CONSTRUCTION LIMIT STAKINGMSMULCHED SEEDING

UNDISTURBED EARTH

TRENCH WIDTH +4'

TRENCH WIDTH

STRUCTURE

BACKFILL

TRENCH EXCAVATION

EXISTING ASPHALT

PAVEMENT

SAW CUT 1

" MIN. (TYP.)

HMA FOR PATCHING - DETAIL

FOR BASE BID, OPTION NO. 1 AND 2

NOT TO SCALE

S O

L I C

I T

A T

I O

F I L

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

D A

T E

F I

U M

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

N A

G E

N E

R A

I N

F O

R M

A T

I O

N D

T Y

P I C

A L

R O

T I O

GI-002

M i k o s

N u l l i n e r

M i k o s

N A

A N

S I

G I d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

LEGEND

AGGREGATE FOR DRIVES

8-INCH COMPACTED AGGREGATE, NO. 53 (2 LIFTS)

CONCRETE SIDEWALK, 4-INCH ON

4-INCH COMPACTED AGGREGATE, NO. 53

HMA FOR MAINLINE

1.5-INCH HMA SURFACE, TYPE B (165#/SYS.)

2.5-INCH HMA INTERMEDIATE, TYPE B (275#/SYS.)

7-INCH COMPACTED AGGREGATE, NO. 53 (2 LIFTS)

MILLING, ASPHALT, 1.5-INCH

HMA FOR SURFACE

1.5-INCH HMA SURFACE, TYPE B (165#/SYS.)

HMA FOR PATCHING

1.5-INCH HMA SURFACE, TYPE B (165#/SYS.)

2.5-INCH HMA INTERMEDIATE, TYPE B (275#/SYS.)

4.5-INCH HMA INTERMEDIATE, TYPE B (495#/SYS.)

6-INCH COMPACTED AGGREGATE, NO. 53

SUBGRADE TREATMENT, 16-INCH

MULCHED SEEDING, TYPE 1

100% PLANS 8/22/19

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

FLOW

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

P L

FM FM

FM FM FM FM FM FM FM FM FM FM FM FM

SSSSSSSSSSSS

FM FM

FM FM FM FM FM FM FM FM FM FM FM FM

SSSSSSSSSSSS

P L

F M

WEST 6TH STREET

I N

D I A N

S T R E E T

EXISTING RIGHT-OF-WAY

(WORK LIMITS)

G I L B E R T

C O

U R T

6TH STREET - SANITARY SEWER

Scale: 1"=100'

GENERAL PROJECT LOCATION MAP

Scale: 1"=500'

ALL WORK SHALL BE PERFORMED

WITHIN THE EXISTING RIGHT-OF-WAY

CITY PROPERTIES SHOWN ARE

AVAILABLE FOR USE AS STAGING

AREAS BY THE CONTRACTOR.

CONTRACTOR SHALL RESTORE ALL

DISTURBED AREAS AT THE STAGING

SITES TO EXISTING CONDITIONS.

CONTRACTOR'S EQUIPMENT,

MATERIALS, ETC. SHALL NOT INHIBIT

THE CITY'S USE OR ACCESS TO AREAS

NOT DESIGNATED FOR CONTRACTOR'S

STAGING.

WEST 6TH STREET

FLEMING STREET

CITY OF HOBART

STREET

LENGTH (FEET) ROW WIDTH (FEET) WORK AREA (ACRES)

6 TH WEST

VARIES - 22' MINIMUM 0.55

6 TH EAST

VARIES - 20' MINIMUM 2.32

FLEMING STREET

VARIES - 20' MINIMUM 0.34

STAGING AREA 0.68

TOTAL WORK AREA 3.89

REQUIRED ADDITIONAL ROW 0.00

FLEMING STREET - SANITARY SEWER

Scale: 1"=100'

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

2 3

4 5

M A

R K

A P

P R

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

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

A L

S T

A T

GC-003

M i k o s

N u l l i n e r

M i k o s

N A

A N

S I

G C d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

100% PLANS 8/22/19

W A T E R

S T R E E T

F L E M

I N

S T R E E T

10TH STREET

DEBIE LANE

EAST 6TH STREET

EXISTING RIGHT-OF-WAY

(WORK LIMITS)

EXISTING RIGHT-OF-WAY

(WORK LIMITS)

CITY PROPERTY AT EAST END

OF 6TH STREET AVAILABLE FOR

CONTRACTOR STAGING AREA

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

ROAD CONSTRUCTION AHEAD

ROAD CONSTRUCTION AHEAD 1000ft

ROAD CONSTRUCTION AHEAD 500ft

END CONSTRUCTION

SYMBOL

MESSAGE

CODE TYPE

XG20-2

XW20-1

ROAD CLOSED AHEAD

ROAD CLOSURE SIGN ASSEMBLY

XW20-1

XW20-3

R11-2

ROAD CLOSED TO THRU TRAFFIC R11-4 A

LEGEND

AREA OF CONSTRUCTION

CONSTRUCTION SIGN ASSEMBLY

NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SIGNS AND PLACEMENT OF SAID

SIGNS IN COMPLIANCE WITH THE IMUTCD (LATEST EDITION) AND THE CURRENT INDOT

STANDARDS.

MAINTENANCE OF TRAFFIC MAP

6TH STREET

Not To Scale

E 6TH STREET

I N

D I A N

S T

*ACCESS TO E. 6TH STREET EAST FROM S.

INDIANA STREET IS TO BE MAINTAINED FOR

LOCAL RESIDENTS

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

2 3

4 5

M A

R K

A P

P R

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

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

I N

T E

N A

N C

R A

F F

GC-004

M i k o s

N u l l i n e r

M i k o s

N A

A N

S I

G C d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

100% PLANS 8/22/19

10TH STREET

DEBIE LN.

L A K E

P A R K

A V E

W A T E R

S T

F L E M

I N

S T

8TH STREET

MAINTENANCE OF TRAFFIC MAP

FLEMING STREET

Not To Scale

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

P L

P.O.T. Sta. 10+00.00 "PR-D"

N: 2285517.78

E: 2905010.74

P.O.T. Sta. 12+00.00 "PR-D"

N: 2285516.33

E: 2905210.74

LINE "PR-D"

L I N

P R F

EXISTING SANITARY

MANHOLE

EXISTING 8"

SANITARY SEWER

DEBIE LANE

F L E M

I N

S T R E E T

P.O.T. Sta. 25+00.00 "PR-F"

N: 2285665.45

E: 2905209.68

EXISTING SANITARY

MANHOLE

S x

W x

G x

C U x

W x

G x

E x

O H

E x

O H

E x

O H

T x

OHE

x x

F M

(B it.

Ma t.)

1- St y.

F rm . H se

1- St y.

F rm . H se

1- St y.

F rm . H se

1- St y.

F rm . H se

1- St y.

F rm . H se

1- St y.

F rm . H se

1- St y.

F rm . H se

Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(C-Stn.)

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

(C on c.)

t. D r.

(C on c.)

Pvt. Dr.

(Conc.)

(B it.

Ma t.)

(Wooded)

(G ra ss

Fo un da tio n (C on c.)

(Bit. Mat.)

P A U

L A

C O

U R T

(B it.

Ma t.)

T r e n c h

L i m i t s

T r e n c h

L i m i t s

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

A p p

B M

10+00 11+00 12+00

APPROX. EXISTING GROUND

ALONG LINE "PR-D"

EXISTING 8" SANITARY SEWER

EXISTING SANITARY

MANHOLE

EXISTING SANITARY

MANHOLE

STRUCTURE

BACKFILL

Inv. El. 622.42

P L

P.O.T. Sta. 20+00.00 "PR-F"

N: 2285165.47

E: 2905213.23

P.O.T. Sta. 25+00.00 "PR-F"

N: 2285665.45

E: 2905209.68

L I N

P R D

LINE "PR-F"

FLEMING STREET

P.O.T. Sta. 10+00.00 "PR-D"

N: 2285517.78

E: 2905010.74

P.O.T. Sta. 12+00.00 "PR-D"

N: 2285516.33

E: 2905210.74

E A S T

R E E T

D E B I E

L A N

W x W x

W x

G x

U x

W x

G x

E x

OHE

OHE&T

O H

E x

T x

O H

T x

S S x

FM FM FM

2-Sty.

Frm. Hse.

(Bit. Mat.)

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

(Bit. Mat.)

1-Sty.

Frm. Hse.

1 1/2-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse. 1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

t. D r.

-S tn.

Pvt. Dr.

(C-Stn.)

t. D r.

-S tn.

t. D r.

(C -S tn.

t. D r.

-S tn.

)Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(C-Stn.)

Pvt. Dr.

(Conc.)

Pvt. Dr.

(Conc.)

t. D r.

(C on c.)

t. D r.

(C on c.)

t. D r.

-S tn.

(Bit. Mat.)

(B it.

Ma t.)

(W oo de d)

(Grass)

Si de wa lk

(C on c.)

Si de wa lk (C on c.)

(Grass)

(Grass) (Grass) (Grass)

(Grass)

Foundation (Conc.)

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

(Bit. Mat.)

84' Of 2" HDPE DR-11

STRUCTURE NO. 12

45° BEND &

+78.4 "PR-F", 0.0

STRUCTURE NO. 13

TERMINAL FLUSHING CONNECTION &

+62.9 "PR-F", 0.0

26' Of 2" HDPE DR-11

(Bit. Mat.)

STRUCTURE NO. 10

TERMINAL FLUSHING CONNECTION &

+83.2 "PR-F", 0.0

255' Of 2" HDPE DR-11

STRUCTURE NO. 11

45° BEND &

+38.5 "PR-F", 0.0

27' Of 2" HDPE DR-11

Trench Limits

LINE "PR-F"

App ⅊ App ⅊

App ⅊

App ⅊ App ⅊

+47.3 "PR-F", 3.1 RT.

CONTROL POINT #311

+86.3 "PR-F", 11.8 LT.

CONTROL POINT #310

B.M. #10

B.M. #11

Saw Cut

" Saw Cut

STRUCTURE NO. 14

EXISTING MANHOLE &

2 EXISTING MANHOLE

CONNECTION - FORCE MAIN

+58.7 "PR-F", 20.2 LT.

FORCE MAIN LATERAL ASSEMBLY, 1

" HDPE

DR-11 FORCE MAIN LATERAL AND FORCE MAIN

SERVICE CONNECTION (TYP.)

12+25

STRUCTURE

BACKFILL

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

APPROX. EXISTING GROUND

ALONG LINE "PR-F"

I N

C O

V E R

EXISTING SANITARY MANHOLE

STRUCTURE BACKFILL

255' Of 2" HDPE DR-11 FORCE MAIN

STRUCTURE BACKFILL

STRUCTURE NO. 10

STRUCTURE NO. 11

27' Of 2" HDPE DR-11 FORCE MAIN

STRUCTURE NO. 13

84' Of 2" HDPE DR-11 FORCE MAIN

26' Of 2" HDPE DR-11 FORCE MAIN

STRUCTURE NO. 12

STRUCTURE BACKFILL

Inv. El. 622.42

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

FOR LEGEND SEE SHEET NO. GI-002

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

2 3

4 5

M A

R K

A P

P R

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

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

N A

F L E

M I N

T R

E E

L O

R E

S S

U R

O R

I N

P L A

F I L E

CU-101

M i k o s

N u l l i n e r

M i k o s

A N

S I

C U d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

100% PLANS 8/22/19

W a t r

L i n e

E d

P v m t

D r C S t n

E d

P v m t

D r C S t n

B o f

C b

G a s

L i n e

E l e c

T r a n s

B x

E l e c

T r a n s

B x

E l e c

T r a n s

B x

E l e c

T r a n s

B x

C u r b

R o l l e d

B o f

C b

C u r b

R o l l e d

S a n

H y d

W a t e r

V a l v e

W a t r

L i n e

W a t e r

V a l v e

E d W d s

B r s h

L n

P i p e

T e l e

L i n e

E d W d s

B r s h

L n

E d W d s

B r s h

L n

B o f

C b

C u r b

R o l l e d

E d W d s

B r s h

L n

W a t r

L i n e

D r C S t n

E d

P v m t

D r C S t n

E d

P v m t

B x

W a t r

L i n e

W a t e r

V a l v e

G a s

L i n e

E d

P v m t

D r C o n c

O v r

H d

E l e c

O v r

H d

E l e c

D r C o n c

W e l l

W a t e r

V a l v e

W a t r

L i n e

G a s

L i n e

W a t r

L i n e

W a l k

E d

P v m t

W a l k

E d

P v m t

W a l k

B x

D r C S t n

E d

P v m t

D r C S t n

E d

P v m t

D r C S t n

E d

P v m t

D r C S t n

D r C o n c

E d

P v m t

E d

P v m t

D r C o n c

B x

E d

P v m t

B o f

C b

E d

P v m t

R d

S n

S t o p

C u r b

R o l l e d

B o f

C b

W a l k

W a r n

P l a t e

W a r n

P l a t e

B o f

C b

C u r b

R o l l e d

W a r n

P l a t e

R u b b e r

O v r

H d

E l e c T e l e

W a l k

W a r n

P l a t e

W a r n

P l a t e

W a l k

B o f

C b

C u r b

R o l l e d

B o f

C b

G a s

L i n e

C u r b

R o l l e d

B o f

C b

C u r b

R o l l e d

W a l k

W a t e r

V a l v e

D r B M

W e l l

E d

P v m t

C L T F

D r C S t n

G a s

L i n e

W a t e r

V a l v e

E d

P v m t

D r C S t n

E d

P v m t

C o n

P t

G u y

W r

A n c

T e l e

S p l

B x

E d

P v m t

G a s

L i n e

L g h t

P o l e

O v r

H d

E l e c

C L T F

E d

P v m t

D r C S t n

W a t e r

V a l v e

D r C S t n

E d

P v m t

B x

E d

P v m t

B u s h

W a t e r

V a l v e

D r C S t n

E d

P v m t

G a s

L i n e

G a s

L i n e

D r C S t n

E d

P v m t

B x

T e l e

S p l

B x

P w p f p

O v r

H d

E l e c

G a s

L i n e

T r M a g n l

T r M a p l e

D r C S t n

E d

P v m t

D r C S t n

E d

P v m t

W a t r

L i n e

D r C S t n

W a l k

W a t r

L i n e

W a t e r

V a l v e

E d

P v m t

D r C S t n

C L T F

E d

P v m t

B u s h

O b s r v

W e l l

B u s h

C L T F

P w p p

O v r

H d

E l e c T e l e

R d

S n

D e a d E n d

B u s h

G u y

W r

A n c

W a t e r

V a l v e

H y d

C b

B a s i n

W a r n

P l a t e

C u r b

R o l l e d

W a r n

P l a t e

F i b e r

W a r n

P l a t e

C u r b

R o l l e d

B o f

C b

W a r n

P l a t e

W a r n

P l a t e

E d o f

C o n c

P w p p

O v r

H d

E l e c T e l e

C b

B a s i n

G u y

W r

A n c

B o f

C b

G a s

L i n e

G a s

L i n e

W a t e r

V a l v e

B o f

C b

C u r b

R o l l e d

L i p

C u r b

R o l l e d

B o f

C b

L i p

S a n

L i p

C u r b

R o l l e d

B o f

C b

W a t e r

V a l v e

H y d

L i p

C u r b

R o l l e d

B o f

C b

E d W d s

B r s h

L n

C u r b

R o l l e d

B o f

C b

L i p

E d W d s

B r s h

L n

Control Point 310

Sta. 20+86.3 "PR-F", 11.8' Lt.

Mag Nail, Flush (Set 05/09/2019)

Fleming Street

Mag Nail

Pwp.

Mag Nail

Joint Pwp.

#345113

C o r n e r

P v t

C o n c

D r

A z z

Control Point 311

Sta. 23+47.3 "PR-F", 3.1' Rt.

Mag Nail, Flush (Set 05/09/2019)

Fleming Street

Boat Spike Light

Pole #341495

(BM #11)

Mag Nail

Top of Curb

28.60'

240° Az

Mag Nail

Top of Curb

D e b b i e

L a n e

BM #10 El. = 630.79' Southmost Bolt Fire Hydrant @ NW Quadrant Int.

of 10th and Fleming Street, Sta. 20+43.9 "PR-F", 14.5' Rt.

BM #11 El. = 629.02' Boat Spike "Set" in Light Pole #341495, Sta. 23+30.2 "PR-F", 8.2' Rt.

NOTES

1. ALL WORK ON THIS SHEET IS OPTION NO. 2

2. SURFACE RESTORATION LABELS "P1" AND "L"

SHOWN ON THIS SHEET ARE OPTION NO. 5.

3. SERVICE LOCATION ARE APPROXIMATE AND

SHOULD BE VERIFIED IN THE FIELD PRIOR TO

INSTALLATION.

4. ACCESS TO ALL EXISTING RESIDENCES SHALL

BE MAINTAINED OVERNIGHT AND WHENEVER

POSSIBLE.

5. #12 AWG EXTRA - HIGH STRENGTH TRACER

WIRE SHALL BE INSTALLED WITH ALL SANITARY

FORCE MAIN AND SERVICES.

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

G x

G x G x

G x

G x G x

G x

O H

T x

O H

T x

OHE&T

W x

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

(Bit. Mat.)

(Lawn)

(Lawn)(Lawn)(Lawn)(Lawn)(Lawn)

(Lawn)

(Lawn)(Lawn) (Lawn)

(Grass)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

(C -S tn.

t. D r.

(C on c.)

t. D r.

(C on c.)

Sidewalk (Conc.)Sidewalk (Conc.)Sidewalk (Conc.)Sidewalk (Conc.)

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

TRENCH

LIMITS

TRENCH LIMITS

TRENCH LIMITS TRENCH

LIMITS

TRENCH LIMITS

F F

P2 P2

TRENCH LIMITS

FMFM

STRUCTURE NO. 30

TERMINAL FLUSHING CONNECTION &

+63.7 "PR-B", 9.4 LT.

719' Of 2" HDPE DR-11

P.O.T. Sta. 31+09.00 "PR-B"

N: 2287784.58

E: 2909803.50

APP.

SECTION LINE

LINE "PR-B"

APP.

SECTION LINE

P L

PLPLPLPLPLPLPLPLPLPLPLPL

P L

PLPL

P L

PLPL

P L

App ⅊App ⅊

App ⅊ App ⅊

B.M. #4

FORCE MAIN LATERAL ASSEMBLY, 1

" HDPE

DR-11 FORCE MAIN LATERAL AND FORCE MAIN

SERVICE CONNECTION (TYP.)

APPROX. EXISTING GROUND

ALONG LINE "PR-B"

I N

C O

V E R

STRUCTURE BACKFILL

31+09 32+00 33+00 34+00 35+00 36+00

STRUCTURE NO. 30

719' Of 2" HDPE DR-11 FORCE MAIN (DIRECTIONAL DRILLED)

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

FOR LEGEND SEE SHEET NO. GI-002

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

2 3

4 5

M A

R K

A P

P R

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

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

N A

T R

E E

A S

L O

R E

S S

U R

O R

I N

P L A

F I L E

CU-102

M i k o s

N u l l i n e r

M i k o s

A N

S I

C U d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

100% PLANS 8/22/19

T r O a k

D r C S t n

G a s

L i n e

G a s

L i n e

G a s

L i n e

O v r

H d

E l e c T e l e

P w p T f p L g h t

D r B M

G a s

L i n e

G a s

L i n e

D r B M

G a s

L i n e

T r M a p l e

B x

T r M a p l e

W a l k

T r M a p l e

G a s

L i n e

G a s

L i n e

G a s

L i n e

D r C S t n

O v r

H d

E l e c T e l e

P w p p

D r C S t n

D r B M

G a s

L i n e

G a s

L i n e

G a s

V a l v e

G a s

L i n e

D r B M

W a t r

L i n e

W a t r

L i n e

W a t e r

V a l v e

T r M a p l e

G a s

L i n e

W a t r

L i n e

W a t r

L i n e

W a t r

L i n e

D r C o n c

G a s

L i n e

G a s

L i n e

G a s

V a l v e

D r C o n c

O v r

H d

E l e c T e l e

D r B M

W a l k

P w p p

G a s

L i n e

G a s

L i n e

G a s

V a l v e

G a s

L i n e

D r B M

T r M a p l e

F e n c e

G a s

L i n e

W a t r

L i n e

T r M a p l e

F e n c e

W a t e r

V a l v e

W a t r

L i n e

W a t r

L i n e

B x

D r B M

E d

P v m t

D r B M

F e n c e

D r B M

F e n c e

D r B M

G a s

L i n e

G a s

L i n e

D r B M

W a l k

P w p T f p L g h t

O v r

H d

E l e c T e l e

W d n

F n c

W d n

F n c

W a l k

T r O a k

W a l k

T r M a p l e

D r C o n c

T r M a p l e

D r C o n c

G a s

L i n e

G a s

L i n e

G a s

V a l v e

D r C o n c

O v r

H d

E l e c T e l e

P w p T f p L g h t

G a s

L i n e

G a s

L i n e

T r M a p l e

G u y

W r

A n c

G u y

W r

A n c

G u y

W r

A n c

G a s

L i n e

F l a g

P o l e

E d

P v m t

E d

P v m t

D r C S t n

E d

P v m t

W a t r

L i n e

W a t e r

V a l v e

G a s

L i n e

D r C S t n

E d

P v m t

E d

P v m t

E d

P v m t

E d

P v m t

E d

P v m t

T r M a p l e

E d

P v m t

T e l e

S p l

T u b x

F i b

D r C S t n

E d

P v m t

D r C S t n

B a r b

W r

F n c

D r C S t n

B a r b

W r

F n c

D r C S t n

BM #4 El. = 627.08' Boat Spike "Set" in Joint Pwp.

#326587 Northside of 6th Street., Sta. 31+95.97 "PR-B", 8.32' Rt.

Control Point 308

Sta. 32+13.6 "PR-B", 12.5' Lt.

Mag Nail, Flush (Set 05/09/2019)

6th Street

Mag Nail

Joint Pwp.

#326586

Boat Spike (BM #4)

Joint Pwp.

#326587

Mag Nail

12" Maple

Control Point 307

Sta. 35+77.7 "PR-B", 13.4' Lt.

Mag Nail, Flush (Set 05/09/2019)

6th Street

A z

Mag Nail

30" Maple

Mag Nail

Joint Pwp.

Mag Nail

Joint Pwp.

NOTES

1. ALL WORK ON THIS SHEET IS OPTION NO. 1

2. SURFACE RESTORATION LABELS "P1" AND "L" SHOWN

ON THIS SHEET ARE OPTION NO. 4.

3. SERVICE LOCATION ARE APPROXIMATE AND SHOULD

BE VERIFIED IN THE FIELD PRIOR TO INSTALLATION.

4. ACCESS TO ALL EXISTING RESIDENCES SHALL BE

MAINTAINED OVERNIGHT AND WHENEVER POSSIBLE.

5. #12 AWG EXTRA - HIGH STRENGTH TRACER WIRE

SHALL BE INSTALLED WITH ALL SANITARY FORCE

MAIN AND SERVICES.

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

Sec. 32, T.36 N., R.7 W.

Hobart Township

Lake County

Sec. 32, T.36 N., R.7 W.

Hobart Township

Lake County

APPROX. LIMITS

PEM1C FRESHWATER

EMERGENT WETLAND

6TH STREET

G x

G x G x G x

G x

OHE&T

W x

FMFM

STRUCTURE NO. 32

IN-LINE FLUSHING CONNECTION &

+95.0 "PR-B", 8.6 LT.

597' Of 3" HDPE DR-11

STRUCTURE NO. 31

AIR/VACUUM RELEASE MANHOLE &

+85.0 "PR-B", 7.2 LT.

208' Of 3" HDPE DR-11

1-Sty.

Frm. Bldg.

1-Sty.

Frm. Bldg.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Brk. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.1-Sty.

Frm. Hse.

(Bit. Mat.)

(Grass)

(Lawn)(Lawn) (Lawn)

(Lawn)

(Lawn) (Lawn)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

(C on c.)

t. D r.

(C on c.)

t. D r.

-S tn.

Sidewalk (Conc.)Sidewalk (Conc.)

(Wooded/Overgrowth)

P.I. Sta. 37+95.58 "PR-B"

Δ = 1°26'33" Rt.

N: 2287782.04

E: 2909116.93

LINE "PR-B"

APP.

SECTION LINE

APP.

SECTION LINE

P L

PLPLPLPL

P L

PLPLPLPL

P L

PL PL

P L

PLPLPLPLPL PL

PLPLPL

P L

PLPLPLPLPLPLPL

App ⅊ App ⅊ App ⅊

App ⅊ App ⅊

B.M. #3

+86.1 "PR-B", 13.2 RT.

CONTROL POINT 306

L P1

P2P2P2P2P2P2P2P2P2

FORCE MAIN LATERAL ASSEMBLY, 1

" HDPE

DR-11 FORCE MAIN LATERAL AND FORCE MAIN

SERVICE CONNECTION (TYP.)

APPROX. EXISTING GROUND

ALONG LINE "PR-B"

I N

C O

V E R

SEE PREVIOUS SHEET

36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

STRUCTURE NO. 32

STRUCTURE NO. 31

208' Of 3" HDPE DR-11 FORCE MAIN (DIRECTIONAL DRILLED)

180' Of 3" HDPE DR-11 FORCE MAIN (DIRECTIONAL DRILLED)

STRUCTURE

BACKFILL

STRUCTURE

BACKFILL

STRUCTURE

BACKFILL

STRUCTURE

BACKFILL

STRUCTURE

BACKFILL

Inv. El. 619.34

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

FOR LEGEND SEE SHEET NO. GI-002

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

2 3

4 5

M A

R K

A P

P R

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

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

N A

T R

E E

A S

L O

R E

S S

U R

O R

I N

P L A

F I L E

CU-103

M i k o s

N u l l i n e r

M i k o s

A N

S I

C U d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

100% PLANS 8/22/19

FOR LEGEND SEE SHEET NO. GI-002

E d

P v m t

T O

E d W d s

B r s h

L n

F i b

O p t

M r k r

E d W d s

B r s h

L n

E d

P v m t

T e l e

S p l

T u b x

F i b

E d

P v m t

E d W d s

B r s h

L n

R d

S n

S p e e d L i m i t

T O

E d

P v m t

T O

E d

P v m t

E d W d s

B r s h

L n

T O

E d W d s

B r s h

L n

E d W d s

B r s h

L n

E d

P v m t

T r O a k

D r C S t n

E d

P v m t

D r C S t n

E d

P v m t

T r O a k

F i b

O p t

M r k r

E d

P v m t

E d

P v m t

T O

E d W d s

B r s h

L n

E d

P v m t

P w p T f p L g h t

O v r

H d

E l e c T e l e

G a s

L i n e

T O

W a t r

L i n e

T O

E d

P v m t

E d W d s

B r s h

L n

T O

G a s

L i n e

T O

G a s

L i n e

E d

P v m t

E d W d s

B r s h

L n

D r C S t n

E d W d s

B r s h

L n

E d W d s

B r s h

L n

D r C S t n

E d

P v m t

D r C S t n

B u r i e d

E l e c

L i n e

D r C S t n

T O

D r C S t n

B u r i e d

E l e c

L i n e

B u r i e d

E l e c

L i n e

B u r i e d

E l e c

L i n e

T O

B u r i e d

E l e c

L i n e

P w p T f p L g h t

O v r

H d

E l e c T e l e

E d

P v m t

T r M a p l e

T O

G a s

L i n e

T O

E d

P v m t

G a s

L i n e

G a s

L i n e

G a s

L i n e

D r B M

E d

P v m t

D r B M

B u s h

W d n

F n c

W d n

F n c

G a s

L i n e

W d n

F n c

W a l k

S t y

F r m o m m

B l d g

H y d

W d n

F n c

W d n

F n c

D r C o n c

G a s

L i n e

G a s

L i n e

O v r

H d

E l e c T e l e

P w p T f p L g h t

G a s

L i n e

G a s

L i n e

D r C o n c

W a l k

T r O a k

W a l k

T r O a k

W a l k

G a s

L i n e

W a l k

D r C o n c

G a s

L i n e

G a s

L i n e

O v r

H d

E l e c T e l e

P w p p

B u r i e d

E l e c

L i n e

W a l k

B u r i e d

E l e c

L i n e

B u r i e d

E l e c

L i n e

W a l k

D r C o n c

L g h t

T r M a p l e

W a l k

G a s

L i n e

G a s

L i n e

G a s

L i n e

G a s

L i n e

G a s

L i n e

F l a g

P o l e

T r O a k

W a l k

D r B M

G a s

L i n e

G a s

L i n e

D r B M

W a l k

D r B M

O v r

H d

E l e c T e l e

P w p p

D r C S t n

G a s

V a l v e

G a s

L i n e

G a s

L i n e

D r C S t n

W a l k

G a s

L i n e

T r O a k

S t u m p

T r O a k

W a l k

D r C S t n

G a s

L i n e

G a s

L i n e

G a s

L i n e

O v r

H d

E l e c T e l e

P w p T f p L g h t

BM #3 El. = 608.64' Boat Spike "Set" in Joint Pwp. #859341 Northside of 6th Street., Sta. 43+90.6 "PR-B", 13.2' Rt.

NOTES

1. ALL WORK ON THIS SHEET IS OPTION NO. 1

2. SURFACE RESTORATION LABELS "P1" AND "L" SHOWN ON

THIS SHEET ARE OPTION NO. 4.

3. SERVICE LOCATION ARE APPROXIMATE AND SHOULD BE

VERIFIED IN THE FIELD PRIOR TO INSTALLATION.

4. ACCESS TO ALL EXISTING RESIDENCES SHALL BE MAINTAINED

OVERNIGHT AND WHENEVER POSSIBLE

5. NO OPEN CUTTING WITHIN WETLAND AREA IS PERMITTED

UNLESS APPROVED BY ENGINEER.

6. #12 AWG EXTRA - HIGH STRENGTH TRACER WIRE SHALL BE

INSTALLED WITH ALL SANITARY FORCE MAIN AND SERVICES.

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

Sec. 32, T.36 N., R.7 W.

Hobart Township

Lake County

App ⅊

2-Sty.

Frm. Hse.

30" RCP

" R

12" PVC

Sec. 32, T.36 N., R.7 W.

Hobart Township

Lake County

APPROX. LIMITS

PEM1C FRESHWATER

EMERGENT WETLAND

W x

G x

E x

G x

OHE&T

W x

OHE&T

G x

S x

S S x

xSS x

FMFMFMFMFMFM

FMFM

FMFMFMFMFM

STRUCTURE NO. 34

EXISTING MANHOLE

+22.6 "PR-B", 26.0 LT.

STRUCTURE NO. 33

45° BEND &

+12.9 "PR-B", 15.5 LT.

12' Of 3" HDPE DR-11

(Lawn)

Frm. Hse.

(B it.

Ma t.)

(Lawn)

(Grass)

(Lawn)(Lawn)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

(Wooded/Overgrowth)

" C

" P

12" PVC

TRENCH LIMITS

P.I. Sta. 50+08.24 "PR-B"

Δ = 0°38'46" Rt.

N: 2287792.11

E: 2907904.46

P.I. Sta. 45+06.27 "PR-B"

Δ = 1°49'25" Lt.

N: 2287797.30

E: 2908406.40

LINE "PR-B"

APP.

SECTION LINE

APP.

SECTION LINE

PLPLPL

P L

PLPLPL

P L

PLPLPL

P L

PLPLPL

PL PLPLPLPLPLPLPL

P L

PLPLPLPLPLPL

P L

PLPL

App ⅊ App ⅊App ⅊

App ⅊

+94.3 "PR-B", 11.6 LT.

CONTROL POINT 305

+41.1 "PR-B", 14.7 RT.

CONTROL POINT 304

" SAW CUT

+57.1 "PR-B", 18.8 LT.

+92.2 "PR-B", 4.7 LT.

P1L

L L

L P1

FORCE MAIN LATERAL ASSEMBLY, 1

" HDPE

DR-11 FORCE MAIN LATERAL AND FORCE MAIN

SERVICE CONNECTION (TYP.)

APPROX. EXISTING GROUND

ALONG LINE "PR-B"

I N

C O

V E R

44+00 45+00 46+00 47+00 48+00 49+00 50+00

STRUCTURE NO. 34

STRUCTURE NO. 33

SEE PREVIOUS SHEET

66' Of 3" HDPE DR-11 FORCE MAIN

(DIRECTIONAL DRILLED)

156' Of 3" HDPE DR-11 FORCE MAIN

(DIRECTIONAL DRILLED)

EXISTING 12"

SANITARY SEWER

EXISTING SANITARY

MANHOLE

EXISTING 30"

SANITARY SEWER

12' Of 3" HDPE DR-11 FORCE MAIN

STRUCTURE BACKFILL

APROX. LOCATION EXISTING

15" CMP CULVERT

2' MIN.

SEPARATION

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

FOR LEGEND SEE SHEET NO. GI-002

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

2 3

4 5

M A

R K

A P

P R

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

I S

S U

A T

D A

T E

C O

N T

R A

SHEET

IDENTIFICATION

SHEET OF

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

C I T

O B

A R

L I T

R O

J E

C T

H O

B A

R T

I N

D I A

N A

T R

E E

A S

L O

R E

S S

U R

O R

I N

P L A

F I L E

CU-104

M i k o s

N u l l i n e r

M i k o s

A N

S I

C U d

C h m e l i w s k y j

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

B U

T L E

A I R

M A

F E

R T

E S

T F

I E

U I T

I N

D I A

N A

P O

L I S

I N

D I A

100% PLANS 8/22/19

F i b

O p t

M r k r

W a t r

L i n e

W a t r

L i n e

B o f

C b

B o f

C b

C a t c h

B a s

R d

B o f

C b

G r n d

L g h t

R d

S n

S t o p

B u r i e d

E l e c

L i n e

D b l

R d

S n

E t h S t

G i l b e r t C t

B o f

C b

S a n

B o f

C b

G a s

L i n e

G a s

L i n e

B o f

C b

C o m m

S n

B u r i e d

E l e c

L i n e

C o m m

S n

B o f

C b

B u r i e d

E l e c

L i n e

B u r i e d

E l e c

L i n e

W d n

F n c

W d n

F n c

B o f

C b

G u t t e r

E d

P v m t

G r a d e

B r k

W d n

F n c

B o f

C b

G u t t e r

E d

P v m t

E d W d s

B r s h

L n

R d

S n

L e f t A r r o w

E d

P v m t

E d W d s

B r s h

L n

E d W d s

B r s h

L n

E d

P v m t

E d

P v m t

E d

P v m t

E d W d s

B r s h

L n

G a s

L i n e

G a s

L i n e

E d W d s

B r s h

L n

E d

P v m t

P i p e C M

T o p O p e n g

E d

P v m t

T O

E d W d s

B r s h

L n

T O

E d

P v m t

T O

G a s

L i n e

E d

P v m t

P w p T f p L g h t

O v r

H d

E l e c T e l e

W a t r

L i n e

E d W d s

B r s h

L n

G u y

W r

A n c

W a t r

L i n e

S a n

G a s

L i n e

E d

P v m t

W a t r

L i n e

E d W d s

B r s h

L n

B u r i e d

E l e c

L i n e

T e l e

S p l

B x

B u r i e d

E l e c

L i n e

B u r i e d

E l e c

L i n e

B u r i e d

E l e c

L i n e

P w p T f p L g h t

B u r i e d

E l e c

L i n e

O v r

H d

E l e c T e l e

E d W d s

B r s h

L n

E d

P v m t

D r B M

B x

H d

W a l l

D r B M

H d

W a l l

G r a d e

B r k

D r B M

G a s

L i n e

G a s

L i n e

E d

P v m t

G a s

L i n e

D r B M

H d

W a l l

G r a d e

B r k

H d

W a l l

D r B M

H d

W a l l

D r B M

H d

W a l l

E d

P v m t

H d

W a l l

W a t r

L i n e

E d W d s

B r s h

L n

E d W d s

B r s h

L n

W a t r

L i n e

G a s

L i n e

E d

P v m t

E d W d s

B r s h

L n

E d

P v m t

G a s

L i n e

E d W d s

B r s h

L n

O v r

H d

E l e c T e l e

P w p T f p L g h t

E d W d s

B r s h

L n

E d

P v m t

B x

D r B M

E d W d s

B r s h

L n

D r B M

E d

P v m t

D r B M

G a s

L i n e

G a s

L i n e

E d

P v m t

E d W d s

B r s h

L n

E d

P v m t

E d W d s

B r s h

L n

W a t r

L i n e

E d

P v m t

P i p e C M

T o p O p e n g

E d W d s

B r s h

L n

E d

P v m t

Control Point 305

Sta. 44+94.3 "PR-B", 11.6' Lt.

Mag Nail, Flush (Set 05/09/2019)

6th Street

A z

Boat Spike

Joint Pwp.

Mag Nail

18" Cottonwood

Mag Nail

12" Ash

6th Street

Mag Nail

Joint Pwp.

Mag Nail

Top of Curb

P v t

D r

Mag Nail

Top of Curb

Control Point 304

Sta. 48+41.1 "PR-B", 14.7' Rt.

Mag Nail, Flush (Set 05/09/2019)

NOTES

1. ALL WORK ON THIS SHEET IS OPTION NO. 1

2. SURFACE RESTORATION LABELS "P1" AND "L" SHOWN

ON THIS SHEET ARE OPTION NO. 4.

3. SERVICE LOCATION ARE APPROXIMATE AND SHOULD

BE VERIFIED IN THE FIELD PRIOR TO INSTALLATION.

4. ACCESS TO ALL EXISTING RESIDENCES SHALL BE

MAINTAINED OVERNIGHT AND WHENEVER POSSIBLE

5. NO OPEN CUTTING WITHIN WETLAND AREA IS

PERMITTED UNLESS APPROVED BY ENGINEER.

6. #12 AWG EXTRA - HIGH STRENGTH TRACER WIRE

SHALL BE INSTALLED WITH ALL SANITARY FORCE

MAIN AND SERVICES.

AutoCAD SHX Text No.

AutoCAD SHX Text

PE11400271

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

SS SS SS SS SS SS

312' Of 8" SDR-35

26' Of 8" SDR-35

App ⅊

App ⅊ App ⅊

App ⅊

STRUCTURE NO. 21

MANHOLE TYPE A &

+25.8 "PR-B", 4.8 LT.

STRUCTURE NO. 22

MANHOLE TYPE A &

+42.2 "PR-B", 5.3 LT.

(Bit. Mat.)

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

(B it.

Ma t.)

Parking Area (Bit. Mat.)

(Grass)

Pa rki ng A re a

(B it.

Ma t.)

(Grass)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

(Grass)

2-Sty.

Frm. Hse.

t. D r.

(B it.

Ma t.) Pv

t. D r.

-S tn.

(Grass)

(Bit. Mat.)

t. D r.

(B it.

Ma t.)

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

(Grass) (Grass) (Grass)

t. D r.

(B it.

Ma t.)

t. D r.

(B it.

Ma t.)

1-Sty.

Frm. Hse.

(Grass) (Grass)

1-Sty.

Frm. Hse.

1-Sty.

Frm. Hse.

t. D r.

(C on c.)

1-Sty.

Frm. Hse.1-Sty.

Frm. Hse.

t. D r.

-S tn.

t. D r.

-S tn.

t. D r.

-S tn.

Comm. Dr.

(C-Stn.)Comm. Dr.

(C-Stn.)

1-Sty.

Frm. Gar.

(Grass)

1-Sty.

Brk. Bldg.

1-Sty.

Brk. Bldg.

2-Sty.

Frm. Hse.

Flashing Light

30" RCP

" R

24" RCP

" R

12" RCP

1-Sty.

Frm. Hse.

STRUCTURE NO. 1051

EXISTING MANHOLE

+01.4 "PR-B", 14.7 RT.

P.O.T. Sta. 58+02.18 "PR-B"

N: 2287792.85

E: 2907110.52

STRUCTURE NO. 23

MANHOLE TYPE A &

+40.6 "PR-B", 4.4 LT.

STRUCTURE NO. 24

MANHOLE TYPE A &

+57.3 "PR-B", 22.5 RT.

294' Of 8" SDR-35

28' Of 8" SDR-35

App ⅊

A p p

(Bit. Mat.)

(Grass)

t. D r.

(B it.

Ma t.)

(Grass)

Lin da

S t.

(B it.

Ma t.)

(W oo de d/

Ov er gr ow th)

Pvt. D r.

(C-Stn.)

(L an ds ca pin g)

(Grass)

6" PVC

6" VCP

+33.2 "PR-B", 16.2 LT.

BORING NO. B-6

+48.7 "PR-B", 4.9 LT.

BORING NO. B-5

+03.28 "PR-B", 0.11 LT.

CONTROL POINT #2000

+08.23 "PR-B", 0.00

CONTROL POINT #2001

TRAFFIC SIGNAL HANDHOLE

(DO NOT DISTURB)

TRENCH LIMITS

TRENCH

LIMITS

TRAFFIC SIGNAL CONDUIT

(TO BE FIELD LOCATED)

TRAFFIC SIGNAL CONDUIT

(TO BE FIELD LOCATED)

" SAW CUT

TRENCH

LIMITS

(Grass)

Pvt. Dr.

(C-Stn.)

T x

W x

E x

W x

O H

T x

O H

T x

O H

T x

OHE&T

T x

G x

G x G x

G x

T x

T x O

T x

Flashing Light

OHE&T

G x

xSS xSS x

S S x

T x

S T x

P.I. Sta. 50+08.23 "PR-B"

Δ = 0°38'46" Rt.

N: 2287792.11

E: 2907904.46

P L

PLPLPLPLPLPLPLPL

P L

PLPLPL

P L

PLPL PLPLPL

P L

PLPL

P L

PLPLPL

P L

PLPL

P L

PLPL

P L

PLPL

P L

PLPL

P L

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County

Sec. 32, T. 36 N., R. 7 W.

Hobart Township

Lake County B.M. #2

LINE "PR-B"

" SAW CUT

SAW CUT

P2 P2

L P1

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00

STRUCTURE NO. 21

312' Of 8" SDR-35 @ 0.40%

STRUCTURE NO. 22

Inv. El. 608.29

T.C. El. 620.3±

Inv. El. 608.19

STRUCTURE BACKFILL

APPROX. EXISTING GROUND ALONG LINE "PR-B"

Inv. El. 606.94

T.C. El. 621.9±

Inv. El. 606.84

26' Of 8" SDR-35 @ 0.40%

T.C. El. 619.6±

T.C. El. 619.5±

STRUCTURE NO. 23

STRUCTURE NO. 24

294' Of 8" SDR-35 @ 0.40%

28' Of 8" SDR-35 @ 0.40%

Inv. El. 609.47

Inv. El. 609.57

Inv. El. 609.68

APPROX. LOCATION

EXISTING 24" STORM PIPE

STRUCTURE

BACKFILL

FLOWABLE FILL

Inv. El. 606.73

B o f

C b

C u r b

R o l l e d

L i p

H s e

W a l k

T r M a p l e

H s e

D r

B o f

C b

C u r b

R o l l e d

B o f

C b

D r

H s e

D r

B u s h

T r M a p l e

B u s h

P o s t

B r k

P o s t

C o n c

R d

S n

I n d i a n a

T e l e

P o l e

E d

P v m t

D r

S t o

D r

H e d g e

H s e

D r

R d

S n

S t o p

H s e

T r M a p l e

H s e

T r M a p l e

E d

P v m t

P w p

H e d g e

F a r m

F n c

T r M a p l e

T r E l m

H s e

T r E l m

H s e

E d

P v m t

T r E l m

H e d g e

D r

H e d g e

D r

E d

P v m t

P w p

H e d g e

H s e

W a l k

D r

W a l k

H s e

D r

T r P o p l r

C o n

P t

H s e

W a l k

H s e

W a l k

D r

W a l k

D r

H s e

W a l k

E d

P v m t

D r

C o n

P t

D r

T r P o p l r

D r

T r P o p l r

H s e

D r

E d

P v m t

H s e

D r

H s e

E d

P v m t

P w p p

H s e

G a s

L i n e

T r M a p l e

H s e

T r P i n e

W a t r

L i n e

H s e

E d

P v m t

T r P i n e

H s e

G a s

L i n e

R d

S n

S t o p

R d

S n

D e a d E n d

E d

P v m t

E d

P v m t

E d

P v m t

W a t e r

V a l v e

C o n

P t

T r C r A p

E d

P v m t

E d

P v m t

S a n

S t o

W a t r

L i n e

W a t r

L i n e

E d

P v m t

E d

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.