W912P6-14-B-0013_Hermits_Lake_Plans.pdf

PDF 14 MB Posted Aug 22, 2014

Attached to: HERMITS LAKE PUMP STATION SECTION 219 PROJECT, HERMITS LAKE, UNINCORPORATED, LAKE COUNTY, CROWN POINT, IN
Solicitation number: W912P6-14-B-0013
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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THIS FILE CONTAINS THE PROJECT PLANS/DRAWING SHEETS

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File	Type	Posted
AMENDMENT_0003.pdf	PDF	Sep 19, 2014
AMEND_0002.pdf	PDF	Sep 18, 2014
AMENDMENT_0001.pdf	PDF	Sep 9, 2014
W912P6-14-B-0013_Hermits_Lake_Specifications.pdf	PDF	Aug 22, 2014

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BUCK HILL RD

W H

I T

A K

K I N

G F

I S

H E

125TH AVE

CITY OF CROWN POINT

I T

EXISTING

NATURAL

POND

EXISTING

NATURAL

POND

121st AVE

NEW HERMITS LAKE REGIONAL WASTEWATER PUMP STATION

LAKE COUNTY, INDIANA

US Army Corps of Engineers

US ARMY CORPS OF ENGINEERS

CHICAGO DISTRICT

CHICAGO, ILLINOIS

LAKE COUNTY COMMISSION

PROJECT VICINITY MAP

SCALE: 1" = 200'

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R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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D I A

CERTIFIED BY:

I T

H E

E T

DRAWING INDEX

Sheet No. Sheet ID Sheet Title

1 G-001 TITLE SHEET

2 G-002

GENERAL NOTES, LEGEND, & SURVEY INFORMATION

3 C-100 NEW PUMP STATION AND FLOW EQUALIZATION SITE PLAN

4 C-101 EXISTING WASTEWATER TREATMENT PLANT ABANDONMENT SITE PLAN

5 C-200 NEW PUMP STATION AND FLOW EQUALIZATION HYDRAULIC PROFILE

6 C-201 NEW FORCE MAIN PLAN AND PROFILE

7 C-202 NEW FORCE MAIN PLAN AND PROFILE

8 C-203 NEW FORCE MAIN PLAN AND PROFILE

9 C-204 NEW FORCE MAIN PLAN AND PROFILE

10 C-205 NEW FORCE MAIN PLAN AND PROFILE

11 C-206 NEW FORCE MAIN PLAN AND PROFILE

12 C-207 NEW FORCE MAIN PLAN AND PROFILE

13 C-208 NEW FORCE MAIN PLAN AND PROFILE

14 C-300 NEW BASE BID WASTEWATER PUMP STATION PLAN AND SECTIONS

15 C-301 NEW BASE BID WASTEWATER PUMP STATION ELEVATIONS

16 C-302 NEW OPTION 1 WASTEWATER PUMP STATION PLAN AND SECTIONS

17 C-303 NEW OPTION 1 WASTEWATER PUMP STATION ELEVATIONS

18 C-500 FLOW EQUALIZATION DETAILS

19 C-501 STRUCTURE DETAILS

20 C-502 SITE PLAN AND FORCE MAIN DETAILS

21 C-503 NEW OPTION 2 FORCE MAIN METERING STRUCTURE DETAIL

CONIFEROUS TREE

CONTROL POINT

DECIDUOUS TREE

FIBER OPTIC VAULT

GUY LINE

DRAINAGE INLET

POWER POLE

FOUND PROPERTY PIN

SANITARY MANHOLE

WATER METER

WATER SHUT OFF

WATER VALVE

LEGEND

FORCE MAIN

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER

FENCE

PROPERTY LINE

CULVERT PIPE

EXISTING GAS LINE

OVERHEAD LINE

EXISTING STORM SEWER

EXISTING COMMUNICATION LINE

G x

OHL

C x

POINT TABLE

POINT #

10147

10148

10277

10175

10230

10296

10382

10418

10503

10580

10652

RAW DESCRIPTION

PT C

PT I

PT B

PT E

PT F

TBM 1

TBM 2

PT D

PT A

PT B

PT A

PT H

PT J

PT K

PT L

PT P

PT Q

TBM 3

TBM 4

ELEVATION

713.059

724.550

719.024

737.240

720.361

721.200

739.336

726.513

712.971

719.021

712.968

739.150

752.550

763.120

760.930

756.269

760.371

756.314

NORTHING

2237753.9385

2238617.4820

2238047.1390

2238857.9660

2238154.8835

2238030.5604

2238967.5850

2238271.9392

2237917.5003

2238047.1360

2237917.4968

2238998.2630

2239251.7800

2239526.3710

2239965.5610

2240438.0940

2240420.1810

2240572.3870

2240417.1220

EASTING

2869347.9340

2869414.0130

2869334.5322

2869443.9530

2869278.9654

2869366.4755

2869446.4220

2869339.5437

2869162.1563

2869334.5300

2869162.1499

2869440.4410

2869247.9740

2869056.0860

2869052.7040

2869024.1270

2869276.2160

2869061.8860

2869564.0180

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SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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GENERAL NOTES

1. ALL CONSTRUCTION ACTIVITIES ARE TO REMAIN WITHIN

THE PUBLIC R.O.W AND EXISTING WASTEWATER

TREATMENT PLANT PROPERTY

2. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE

TO BE RESTORED TO PRE-CONSTRUCTION CONDITION IN

ACCORDANCE WITH RESTORATION DETAILS ON SHEET 20

3. ANY WORK THAT AFFECTS PROPERTY OWNERS SHALL BE

COORDINATED WITH THOSE PROPERTY OWNERS.

4. ALL TREES ARE TO REMAIN UNDISTURBED UNLESS

OTHERWISE NOTED.

5. ALL PRIVATE LANDSCAPING AND MAILBOXES INSTALLED IN

PUBLIC RIGHT OF WAY ARE TO REMAIN UNDISTURBED.

ALERT ENGINEER IF A CONFLICT IS A NECESSITY.

6. NOTWITHSTANDING ANY OTHER CONTRACT

REQUIREMENTS, THE CONTRACTOR WILL NOT BE ENTITLED

TO ANY ADDITIONAL COMPENSATION FOR DELAYS

ASSOCIATED WITH THE COORDINATION OF OTHER

CONTRACTORS HIRED TO PROVIDE UTILITY SERVICES.

SURVEY NOTES

HORIZONTAL COORDINATE SYSTEM: INDIANA STATE PLANE

WEST, NAD83, US FOOT

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88)

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IDENTIFICATION

D A

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P R

SHEET OF

US Army Corps of Engineers

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40'10'0 20'

U M

T A

T I O

E Q

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L I Z

A T

I O

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L A

OPTION 1 PUMP

STATION SITE PLAN

FOR DETAILS SEE

SHEETS 16 & 17

CONCRETE SIDEWALK

(SEE DETAILS SHEET 20)

PIPE BOLLARD, 2 TOTAL,

SEE DETAILS, SHEET 20)

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SHEET

IDENTIFICATION

D A

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A P

P R

SHEET OF

US Army Corps of Engineers

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SHEET

IDENTIFICATION

D A

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A P

P R

SHEET OF

US Army Corps of Engineers

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A T

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Y D

R A

U L

F I

-0+60 0+00 1+00 2+00 3+00 3+80

MINIMUM COVER = 5' (TYP.)

DRIVE

NEW AIR PRESSURE VALVES & MANHOLE

(SEE DETAILS, SHEET 19)

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

NORTHWEST

E L

A N D

E N D

O P E N

T R

E N

S T

A L L A

T I O

B E

D D

I N

S T

A L L A

T I O

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

EXIST. SAN. MH NO. 21

RIM:724.82

INV IN:715.63 8"

INV OUT:715.63 8"

E X

I S

A N

N o

EXIST. SAN. MH NO. 22

RIM:722.60

INV IN:716.71 8"

INV OUT:716.71 8"

E X

I S

A N

N o

I S

∅ SAN. SE

WER

EXIST. 8"∅ SAN. SEWER @ 0.47%

"∅SAN. SEWER@

EXIST. 8"∅ SAN.

SEWER @ 0.51%

EXIST. SAN. MH NO. 20

RIM:721.20

INV IN:712.62 8"

INV OUT:712.73 8"

INV OUT:712.21 8"

E X

I S

A N

N o

EXIST. SAN. MH NO. 22

RIM:722.60

INV IN:716.71 8"

INV OUT:716.71 8"

E X

I S

A N

N o

SEWER CROSSING

B E

R E

N C

I N

S T

A L L A

T I O

EASTSW

B E N D

PREFABRICATED

PUMP STATION

WET

WELL

NEW FLOW

METER MANHOLE

F.M. ℄ ELEV. = 711.00

PLPLP

P L

S x

S S x

S x

S S x

S x

G x

G x G x

G x

S x

S S x

S x

S S x

S x

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

S S

FMFM

I V

E W

A Y

H E

R M

L A

K E

T P

NEW REGIONAL

WASTEWATER PUMP STATION

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

(ASPHALT)

60' STREET

R.O.W.

60' STREET

R.O.W.

I V

60' S T

R E

E T

R .O

TBM 1 IS MAG NAIL SET IN WEST

FACE OF POWER POLE # 807/250.

ELEV. = 721.20

NEW AIR RELEASE VALVES & MANHOLE

(SEE DETAILS, SHEET 19)

BEGIN OPEN TRENCH

INSTALLATION

END OPEN TRENCH INSTALLATION / BEING HORIZONTAL

DIRECTIONAL DRILLING (HDD) INSTALLATION

M L

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C O

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SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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40'10'0 20'

ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

SHEET C-502 FOR SURFACE RESTORATION DETAILS.

3. TRACER WIRE ACCESS BOXES SHALL BE INSTALLED AT EACH PIPE CONNECTION POINT.

3+80 4+00 5+00 6+00 7+00 7+80

EXIST. 8"∅ SAN. SEWER @ 0.51%

EXIST. 8"∅ SAN. SEWER @ 0.43%

EXIST. SAN. MH NO. 23

RIM:730.11

INV IN:718.36 8"

INV OUT:718.36 8"

E X

I S

A N

N o

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

MINIMUM COVER = 5' (TYP.)

EXIST. 8"∅ SAN. SEWER @ 0.51%

DRIVE

WHITE OAK DRIVE

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

P L

P L x

S x

G x

G x G x

G x

S x

S S x

S x

OHL

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

6" Ø H D P E S D R

O N

E S

O R

C E

M A

(A S

P H

60' S T

R E

E T

R .O

W H

E O

AK D

60' STREET

R.O.W.

(A S

P H

I V

A S

P H

I V

E W

A Y

2 MAILBOXES

1'Ø ROCK

1 MAILBOX

M L

S T

S O

L I C

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A T

I O

F I L

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D E

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C O

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R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

N E

E G

I O

N A

A S

T E

W A

T E

U M

T A

T I

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H E

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L A

K E

L A

N T

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D I A

O R

F I L E

S T

A T

I O

ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

7+80 8+00 9+00 10+00 11+00 11+60

DRIVE

EXIST. 8"∅ SAN. SEWER @ 0.24%

I S

∅ SAN. S

EWER

EXIST. SAN. MH NO. 24

RIM:738.00

INV IN:719.23 8"

INV OUT:727.15 8"

INV OUT:719.23 8"

E X

I S

A N

N o

EXIST. SAN. MH NO. 25

RIM:737.57

INV IN:719.51 8"

INV OUT:719.51 8"

E X

I S

A N

N o

MINIMUM COVER = 7'

TO ELIMINATE

HIGH POINT

EXIST. 8"∅ SAN. SEWER @ 0.24%

EXIST. 8"∅ SAN. SEWER @ 0.16%

I S

∅ SAN. S

EWER

EXIST. 8"∅ SAN. SEWER @ 0.43%

SEWER CROSSING

DRIVE

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

P L

L P

P L

S x

G x

S x

OHL

FM FM

E O

A K

D R

60' STREET

R.O.W.

I T

A S

P H

I V

E W

A Y

I V

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

1 MAILBOX

2 MAILBOXES

LANDSCAPED

AREA WITH

CONCRETE SIGN

LANDSCAPED AREAS

I L

SEGMENTAL

RETAINING

WALLS

I V

S O

L I C

I T

A T

I O

F I L

A M

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R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

N E

E G

I O

N A

A S

T E

W A

T E

U M

T A

T I

I N

H E

R M

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L A

K E

L A

N T

I N

D I A

O R

F I L E

S T

A T

I O

PT E

PT H

ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

11+60 12+00 13+00 14+00 15+00 15+60

DRIVE

MINIMUM COVER = 7'

TO ELIMINATE

HIGH POINT

DRIVE

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

P L

L P

P L

G x

S x

FM FM FM FM FM FM FM FM

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

HIT

E O

AK D

RIV

T R

60' STREET

R.O.W.

(A S

P H

A L T

A S

P H

I V

E W

A Y

A S

P H

I V

E W

A Y

A S

P H

A L T

I V

E W

A Y

C O

N C

R E

T E

D R

I V

E W

A Y

I N

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

4 MAILBOXES

1 MAILBOX

LANDSCAPED AREA

2 MAILBOXES

1 MAILBOX

18' MAX FOR

PRIVATE WELL CLEARANCE

16' MAX FOR

PRIVATE WELL CLEARANCE

23' MAX FOR

PRIVATE WELL CLEARANCE

M L

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C O

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R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

N E

E G

I O

N A

A S

T E

W A

T E

U M

T A

T I

I N

H E

R M

I T

L A

K E

L A

N T

I N

D I A

O R

F I L E

S T

A T

I O

PT J

ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

15+60 16+00 17+00 18+00 19+00 19+40

WHITE OAK DRIVE

MINIMUM COVER = 12'

TO ELIMINATE

HIGH POINT

E X

∅ SAN. SEWER @

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

SEWER CROSSING.

CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE

BEFORE INSTALLING THE FORCE MAIN TO VERIFY

ADEQUATE VERTICAL CLEARANCE.

DRIVE

7.30' OF COVER

TO MISS SANITARY SEWER

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

P L

PL PL

P L

G x

G x x

S x

I V

60' STREET

R.O.W.

I V

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

SEWER CROSSING.

CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE

BEFORE INSTALLING THE FORCE MAIN TO VERIFY

ADEQUATE VERTICAL CLEARANCE.

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SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

N E

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ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

19+40 20+00 21+00 22+00 23+00 23+20

MINIMUM COVER = 5' (TYP.)

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

PL PL PL PL

P L

PL PL PL PL PL PL PL

P L

PLPLPLPL

PLPLPLPLPLPLPLPLPLPLPL

P L

PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL

P L

PL PL PL PL PL PL

P L

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL

P L

PL PL PL PL PL PL PL PL

P L

G x G x G x

G x

G x G x G x G x G x G x

G x

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

WHITE OAK DRIVE

60' STREET

R.O.W.

(ASPHALT)

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

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SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

23+20 24+00 25+00 26+00 26+80

WHITE

OAK

DRIVE

MINIMUM COVER = 5' (TYP.)

EASTSOUTH

E L

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

L P

P L

G x

60' STREET

R.O.W.

70' STREET

R.O.W.

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

TBM 3 (NOT SHOWN) IS SE FIRE

HYDRANT HAT BOLT ON WEST SIDE

OF MARY ELLEN ST. APPROX. 100'

NORTH OF 121ST AVE.

ELEV. = 760.40

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SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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N A

A S

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W A

T E

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T I

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H E

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O R

F I L E

S T

A T

I O

ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

STATIONS 26+80 TO 31+40

26+80 27+00 28+00 29+00 30+00 31+00 31+40

121ST

AVENUE

MINIMUM COVER = 5' (TYP.)

NORTHWEST

E L

EASTSOUTH

E L

EXIST. SAN. MH NO. 28

RIM:754.33

INV OUT:748.00 12"

E X

I S

A N

N o

DEPTH AS REQUIRED TO

DISCHARGE FORCE

MAIN AT SAME

ELEVATION AS CENTERLINE

OF EXISTING 12" SANITARY SEWER

EXIST. 12" SAN.

SEWER TO NORTH

PROVIDE 90° EL ON END OF FORCE MAIN TO DIRECT

DISCHARGE TOWARD THE OUTLET SEWER

(SEE SHEET 21 FOR FURTHER DETAILS)

DRIVE

EXIST. GROUND SURFACE PROFILE

ABOVE NEW FORCE MAIN

E N

E G

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S T

A L L A

T I O

DRIVE

NEW 6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN;

DRIVE

N E

L O

E T

U C

T U

R E

A I L S

H E

P L

G x

G x G x G x

G x

S S x

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

FM FM FM FM

121ST AVENUE

70' STREET

R.O.W.

(ASPHALT)

TBM 4 IS MAG NAIL SET IN SOUTH

FACE OF POWER POLE # 825/173.

ELEV. = 756.34

6"Ø HDPE SDR 9 (IRON

PIPE SIZE) FORCE MAIN

30+00

END HORIZONTAL DIRECTIONAL DRILLING

INSTALLATION / BEGIN OPEN TRENCH INSTALLATION

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UNDERGROUND ELECTRIC

SERVICE BY NIPSCO

ELECTRICAL AND

INSTRUMENTATION PANEL

NEW FLOW METER STRUCTURE

( SEE DETAILS, SHEET 21)

EXISTING SANITARY

MANHOLE

EXIST. 12"Ø

SAN. SEWER

22.00'

12.00'

GRAVEL DRIVE (SEE

DETAILS, SHEET 20)

R8.00'

PIPE BOLLARD, 5 TOTAL,

SEE DETAILS, SHEET 20)

EXISTING PAVEMENT REMOVAL AND

REPLACEMENT. (SEE SHEET 20 FOR DETAILS)

OPTION 2

BASE BID

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T I O

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

N E

E G

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N A

A S

T E

W A

T E

U M

T A

T I

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H E

R M

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D I A

ASSUMED LOCATIONS OF SAN. LATERALS. CONTRACTOR SHALL LOCATE, EXCAVATE, AND EXPOSE EACH EXISTING

SAN. LATERAL BEFORE INSTALLING THE FORCE MAIN TO VERIFY ADEQUATE VERTICAL CLEARANCE.

NOTES

1. OPEN TRENCH INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+00 TO 0+39 AND FROM STATION 29+78 TO FLOW METER

STRUCTURE. HORIZONTAL DIRECTIONAL DRILLING INSTALLATION OF FORCE MAIN REQUIRED FROM STATION 0+39 TO 29+78.

2. CONTRACTOR SHALL CONFINE ALL OF HIS CONSTRUCTION ACTIVITIES TO WITHIN THE STREET R.O.W. FOR THE ENTIRE FORCE MAIN

ROUTE AND SHALL RESTORE ALL AREAS IN THE R.O.W. THAT ARE DISTURBED BY PROJECT CONSTRUCTION ACTIVITIES. REFER TO

SHEET C-502 FOR SURFACE RESTORATION DETAILS.

3. TRACER WIRE ACCESS BOXES SHALL BE INSTALLED AT EACH PIPE CONNECTION POINT.

40'10'0 20'

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R I P

T I O

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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N A

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W A

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M A

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R I P

T I O

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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N A

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T E

W A

T E

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P L

L E

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M A

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D E

S C

R I P

T I O

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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N A

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T E

W A

T E

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T I

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H E

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D E

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R I P

T I O

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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E G

I O

N A

A S

T E

W A

T E

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T I

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H E

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PIPE LINER PENETRATION AND PIPE SUPPORT DETAIL

SCALE: NONE

12" MIN.

4' 3' MAX. 4'

PIPE PENETRATION PROCEDURES:

1. CUT PIPE SIZE HOLE IN LINER.

2. INSTALL PIPE THRU LINER.

3. INSTALL LINER SLEEVE AROUND PIPE AND THERMAL WELD IT TO THE LINER, AFTER CLEANING THE LINER.

4. PROVIDE STAINLESS STEEL BAND TIGHTLY AROUND LINER SLEEVE AND PIPE.

3" MIN.

POURED-IN-PLACE CONCRETE BUTTRESS:

CONCRETE SHALL EXTEND AT LEAST 12" ABOVE AND 12" BELOW

THE PIPE AND 12" ON EACH SIDE OF THE PIPE.

EXISTING OR NEW

LINER

SCH 80 PVC FLANGE SHALL BE SOLVENT WELDED

ONTO PIPE AND LOCATED IN CONCRETE SUPPORT.

LINER 'SLEEVE'

END OF PIPE OR EDGE OF RISER

PIPE, AS APPLICABLE

POURED-IN-PLACE CONCRETE BASE;

CONCRETE SHALL EXTEND FROM AT LEAST 12" BELOW PIPE

TO THE CENTERLINE AND AT LEAST 12" ON EACH SIDE OF

PIPE. PROVIDE BUTTRESS FOR EVERY NEW PIPE INTO OR OUT

OF A FLOW EQUALIZATION BASIN. 6 TOTAL WITH LINERS AND 3

TOTAL WITHOUT LINERS. SEE PLAN SHEET C-100 FOR PIPE

LOCATIONS AND SIZES.

12" SCH 80

PVC 90° EL

12" SCH

80 PVC

12" SDR 35 PVC PIPE

FERNCO-TYPE PIPE COUPLING FOR JOINING SDR 35 AND

SCHO 80 PVC PIPE AND LOCATED IN CONCRETE SUPPORT

RISER PIPE ON BASIN OUTLET PIPES SHALL BE

FURNISHED AND INSTALLED BY THE PROJECT

CONTRACTOR. REFER TO PLAN SHEET C-100

FOR THE LOCATIONS OF THE RISER PIPES AND

THE ELEVATIONS OF THE TOPS OF THE RISER

PIPES AND THE ELEVATIONS OF THE 90° ELS

BELOW THE RISER PIPES.

WETLAND TREATMENT (46' +/-) POLISHING POND (56'+/-)

FLOW EQUALIZATION HIGH WATER LEVEL EL 712.50

EXISTING OPERATING WATER LEVEL EL 710.75

EL 708.4

FLOW EQUALIZATION LOW WATER LEVEL EL 708.00

EL 706.0

EL 713.2

POLISHING AND WETLAND TREATMENT POND CONVERSION DETAIL TO FLOW EQUALIZATION POND

SCALE: NONE

CONSTRUCTION PROCEDURES:

AFTER THE EXISTING WASTEWATER TREATMENT PLANT HAS BEEN PERMANENTLY TAKEN OUT OF SERVICE, CONTRACTOR SHALL,

1. COORDINATE THE REMOVAL OF THE VEGETATION AND BOTTOM SLUDGE, A SLUDGE REMOVAL CONTRACTOR HIRED DIRECTLY BY LAKE COUNTY, BY EXCAVATION, PUMPING, HAULING AND

SATISFACTORY OFF-SITE DISPOSAL,

2. COMPLETELY DE-WATER THE POND BY PUMPING INTO THE NEW WASTEWATER PUMP STATION AT A RATE THAT THE STATION CAN HANDLE,

3. REMOVE THE POND INLET AND OUTLET PIPE EXTENSIONS INTO THE POND AND PLUG THE ENDS OF THE REMOVED PIPES WITH NON-SHRINK GROUT AT THE INSIDE SLOPES OF THE POND

DIKES,

4. REVISE THE BOTTOM AND INSIDE SLOPES OF THE BASIN ON ALL FOUR SIDES, AS INDICATED, WITH EXISTING, ON-SITE MATERIAL. IF ADDITIONAL MATERIAL IS REQUIRED, IT SHALL BE FIRST

APPROVED BY THE ENGINEER.

5. PREPARE THE BOTTOM AND SIDE SLOPES AND INSTALL THE NEW LINER, ALL IN ACCORDANCE WITH THE LINER MANUFACTURER'S RECOMMENDATIONS,

6. INSTALL THE PIPES INTO AND OUT OF THE POND AND SUPPORT THE PIPES AND PENETRATE THE LINER AS DETAILED ON THIS DRAWING,

7. FILL THE CONVERTED FLOW EQUALIZATION BASIN TO WATER LEVEL EL 708.00 BY PUMPING WATER FROM THE ADJACENT NATURAL POND,

8. INSTALL THE EXISTING FLOATING AERATOR IN THE MIDDLE OF THE POND AND 'TETHER' IT WITH STAINLESS STEEL CABLE TO AN ANCHOR IN THE TOP OF DIKE, ON EACH SIDE OF THE BASIN, ALL IN ACCORDANCE WITH THE EXISTING "TETHER" SYSTEM.

REVISED INSIDE DIKE SLOPE (ON

ALL 4 SIDES)

EXISTING INSIDE DIKE SLOPE

COMPACTED MATERIAL EXCAVTED

FROM BOTTOM OF BASIN, ON ALL 4

SIDES

NEW LINER ON BOTTOM AND INSIDE

SLOPES OF BASIN

2.5

TWO SIDES OF THE EXISTING FLOW EQUALIZATION BASIN

SCALE: NONE

NOTES:

1. EXCAVATE AND 'FREE' THE EDGE OF EXISTING LINER.

2. CUT THE 'PORTION' OF THE LINER ON TOP OF THE DIKE TO CREATE 'WORKABLE' LENGTHS ON LINER.

3. WITH THE EDGE OF EACH 'CUT' LENGTH OF LINER LIFTED, SCARIFY THE TOP OF DIKE AND PLACE AND MECHANICALLY

COMPACT COHESIVE MATERIAL FROM BORROW ON TOP OF THE DIKE.

4. PLACE EACH CUT LENGTH OF LINER ON THE COMPACTED MATERIAL, EXCAVATE A NOTCH, INSERT THE EDGE OF THE

LINER IN THE NOTCH AND SECURE BY COMPACTING THE NOTCH.

5. REJOIN THE CUT EDGES OF ALL ADJACENT LENGTHS OF LINER BY THERMAL WELDING A PATCH STRIP OF NEW IDENTICAL

LINER MATERIAL TO THE EXISTING LINER, AFTER CLEANING THE EXISTING LINER.

6. RAISE TOP OF BANK TO ELEV. 714.40 BY EXCAVATING AND LIFTING EDGE OF EXISTING LINER, FILLING BENEATH LINER, LAYING LINER BACK DOWN, AND RE-SURRING LINER.

VARIES BETWEEN 6" AND 21"

(SEE SITE PLAN FOR FURTHER DETAILS)

DETAIL FOR RAISING THE TOP OF DIKE AND THE LINER ON

EXISTING LINER

EXISTING FLOW EQUALIZATION BASIN

TOP ELEVATION =

S O

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C O

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R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

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D I A

ST'D PRECAST ECCENTRIC CONE

MANHOLE FRAME & LID

SEE STRUCTURE SPECIFICATION

LIST, THIS SHEET

STANDARD MANHOLE DETAIL

NEOPRENE OR RUBBER

SEAL, PER ASTM C-923

SCALE : 1" = 2'-0"

SEE PLAN

AND PROFILE

SHEETS

MH JOINT TO HAVE "O"

RING OR DOUBLE ROW

OF BUTYL ROPE,

TYPICAL ALL JOINTS

REINFORCED NON-METALLIC MH

STEPS (REFER TO

SPECIFICATIONS)

ST'D PRECAST SECTIONS

ASTM C-478

12", TYP.

PROVIDE 12" MIN. COMPACTED

AGGREGATE BASE, INDOT #53,

UNDER ALL MANHOLES, TYPICAL

APPLY ADHESIVE PER RISER RING

MANUFACTURER'S

RECOMMENDATIONS (TYP.)

MONOLITHIC PRECAST BOTTOM

SECTION INCL. AT LEAST 3' MH

WALL SECTION WITH PIPE

OPENINGS AND EXTENDED BASE.

6", TYP.

AIR RELEASE VALVE STRUCTURE DETAIL

12" GRAVEL LEVELING

AND SUPPORT PAD

12"

SCALE : NONE

P I P E

C O V E R

DISCHARGE HOSE

FLATTOP MANHOLE WITH ECCENTRIC OPENING;

SEE FLATTOP MANHOLE DETAIL, THIS SHEET

2'-0" OPENING

2" ADJUSTING RING

ACCESS FRAME AND LID WITH

SELF SEALING GASKET, TYPE 4 (SEE

STANDARD MANHOLE DETAIL)

EXISTING GRADE

2" CORPORATION STOP

CONNECTED TO DI FORCE

MAIN w/THREADED TAP

SEWAGE AIR RELEASE VALVE, APCO MODEL 400 OR

EQUAL W/ 2" INLET AND

" OUTLET

POURED CONCRETE BENCH

6'Ø PRECAST CONCRETE

STRUCTURE, PER ASTM C-478

INTEGRAL PRECAST CONCRETE BASE AND WALL

SECTION AS PER ASTM C-478, WITH 3' MINIMUM OF

WALL WITH PIPE OPENINGS

COIL AND SECURE 4 FEET OF

TRACER WIRE (2 TOTAL)

TRACER WIRE FOR FORCE MAIN

(2 WIRES TOTAL)

REINFORCED NON-METALIC STEPS @ 12" VERTICAL

SPACING, FULL DEPTH OF STRUCTURE (REFER TO

SPECIFICATONS)

1'-6"

STRUCTURE TYPE:

FRAME & LID TYPE:

NOTES:

1. ALL STORM WATER CASTINGS SHALL HAVE "DUMP NO

WASTE!" LETTERING AND FISH IMAGE WHEN AVAILABLE

2. ALL PRECAST STRUCTURES SHALL BE STEEL

REINFORCED

FRAME & GRATE TYPE

STRUCTURE I.D.

MANHOLE TYPE A-4

LEGEND

STRUCTURE TYPE

MANHOLE TYPE "C" - 48" I.D.

MANHOLE TYPE "D" - 60" I.D.

MANHOLE TYPE "E" - 72" I.D.

MANHOLE TYPE "F" - 84" I.D.

INLET TYPE A = SEE INDOT STD. DWG.

INLET TYPE B = 36" I.D.

INLET TYPE J = SEE INDOT STD. DWG.

INLET TYPE M = SEE INDOT STD. DWG.

INLET TYPE R = SEE INDOT STD. DWG.

CATCH BASIN TYPE A = 24" I.D.

CATCH BASIN TYPE B = 36" I.D.

TYPE 2 - E.J.I.W. 1120-M OR 5105-M3

TYPE 3 - E.J.I.W. 2850-01

TYPE 4 - E.J.I.W. 1045-A

TYPE 8 - E.J.I.W. 7045-M1

TYPE 10 - E.J.I.W. 7360, WITH T1 BACK

TYPE 13 - E.J.I.W. 5335

OR APPROVED EQUAL

CONCRETE PAVEMENT

ST'D PRECAST

ECCENTRIC CONE

6" MAX. ADJUSTMENT RING

MANHOLE FRAME & LID

SEE NOTE THIS SHEET FOR TYPE SPECIFICATION LIST

SCALE : 1" = 2'-0"

CLASS A CONCRETE FOR PIPE

OPENING, CHANNEL AND BENCH

4'-0"Ø

MH JOINT TO HAVE "O"

RING, TYPICAL ALL JOINTS

ST'D PRECAST SECTIONS

ASTM C-478

DOUBLE ROW OF

BUTYL ROPE

EXISTING 10"Ø

SANITARY SEWER PIPE

ANNULAR OPENING TO BE FILLED

WITH NON-SHRINK GROUT

POURED IN PLACE CLASS A

CONCRETE BOTTOM SECTION

REINFORCED POLYPROPYLENE MH

STEPS, PARSONS ENVIRONMENTAL

MODEL P-14938, OR APPROVED

EQUAL

12"

6", TYP.

8" OF #53 COMPACTED

AGGREGATE LEVELING

COURSE

NOTE: STANDARD FLAT TOP MANHOLE SHALL BE USED

FOR METER VAULT, VALVE VAULT AND BACKWATER

VALVE STRUCTURES

FINISH GRADE

CLEAR

S A

T Y

4'-0", OR AS INDICATED

2'-0"

REINF. CONC. TOP

DESIGNED FOR HIGHWAY

LOADINGS (H-20)

PRECAST CONC. MH. RISER

(ASTM C478)

4" MAX. CASTING

ADJUSTMENT

NOTES FOR FLAT TOP MANHOLE DETAIL:

1. STANDARD FLAT TOP MANHOLE SHALL BE USED FOR

METER VAULT, VALVE VAULT AND BACKWATER VALVE

STRUCTURES.

2. ALL COLLAR

JOINT

SHALL BE

FLAT TOP REINFORCING AS

REQUIRED FOR H-20

HIGHWAY LOADINGS

SCALE : NONE

6"Ø HDPE SDR 9 (IRON PIPE SIZE)

PIPE ADAPTER FROM PVC TO DI

FLEXIBLE "BOOT" CONNECTION FOR WATERTIGHT

PENETRATION OF PIPE THRU STRUCTURE WALL, TYP.

6"Ø CL 50 DIP

6"Ø HDPE SDR 9 (IRON PIPE SIZE)

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IDENTIFICATION

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NOTE: USE THIS DETAIL ONLY IF MANUFACTURED PLUG

FITTING IS NOT AVAILABLE.

UNDISTURBED EARTH

GRAVEL OR SAND

COMPACTED BACKFILL

GRAVEL OR SAND

EXISTING GRADE

UNDISTURBED

EARTH

O.D.

SCALE: NONE

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SCALE: NONE

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BEDDING DETAIL THRU UNSTABLE SOIL

TRENCH DETAIL

NOTE: FOR TRENCH IN STREET REFER TO

HMA PAVEMENT REPLACEMENT DETAIL,

THIS SHEET. FOR TRENCH IN GRASS

AREAS, SEE SODDING DETAIL, THIS SHEET.

TRENCH BACKFILL: APPROVED

COMPACTED GRANULAR BACKFILL

FROM BORROW BENEATH ALL

PROJECT AREAS.

PIPE PLUG DETAIL

SCALE: NONE

10" MIN.

EXISTING PIPE

TO BE ABANDONED

CONCRETE BLOCK AND

NON-SHRINK GROUT PLUG

UNDISTURBED EDGE OF TRENCH

SCALE: NONE

1.5D

SCALE: NONE

BUILDING PAPER

1.5D

1.75D

BUILDING PAPER

UNDISTURBED EDGE OF TRENCH

SCALE: NONE

UNDISTURBED EDGE OF TRENCH

BUILDING PAPER

2.75D

SIZE OF WATER MAIN OR FORCE MAIN

TYPE OF FITTING

16"

13.5

19.1

5.3

2.7

10.4

12" 14"

7.5

10.7

10.1

14.3

8" 10"

3.3

4.7

5.2

7.4

2.9

1.5

5.8

4.0

2.0

7.8

1.9

1.3

2.6

2.0

1.0

4.0

2.6 4.0 5.8 7.8

1.9

2.7

4"-6"

PLUG

TEE

90°

1.0

1.4WYE

22-1/2°

REDUCER

11-1/4°

45° 1.4

SPECIAL

* BASED ON SOIL BEARING CAPACITY OF 3000 POUNDS PER SQUARE

FOOT AND INTERNAL PRESSURE OF 200 PSI.

1. BLOCK WIDTH SHOULD BE EQUAL TO OR LESS THAN ONE HALF

(1/2) THE TOTAL DEPTH FROM THE FINISHED GRADE TO THE BOTTOM

OF THE BLOCK, BUT NOT LESS THAN THE PIPE DIAMETER.

2. BLOCK HEIGHT SHOULD BE BETWEEN ONE (1) AND ONE HALF (1/2)

THE WIDTH OF THE BLOCK.

SANITARY SEWER, SANITARY

LATERAL OR FORCE MAIN

1/6 O.D. GRAVEL, SAND OR STONE

1/8 O.D. 4" MIN. GRAVEL, SAND OR

STONE

SANITARY SEWER, SANITARY

LATERAL OR FORCE MAIN

1/6 O.D. GRAVEL, SAND OR

STONE

1/8 O.D. 4" MIN. GRAVEL,

SAND OR STONE

NO. 2 STONE (DEPTH AS DIRECTED

BY THE ENGINEER) *

* GRAVEL FILL COMPACTED TO 95% MIN. OF PROCTOR IN ACCORDANCE WITH THE

REQUIREMENTS OF THE INDIANA DEPARTMENT OF TRANSPORTATION.

SCALE: NONE

SLOPE 1/4 INCH/FT

MATCH EXISTING

CONCRETE SIDEWALK

4" MIN. OR

MATCH EXISTING

COMPACTED GRANULAR FILL TO

100% DENSITY (ST'D PROCTOR)

UNDISTURBED EARTH OR COMPACTED

GRANULAR TRENCH BACKFILL

BENEATH REPLACEMENT SIDEWALK

SCALE: NONE

SLOPE TO DRAIN

LIMITS OF REPLACEMENT

8" MIN., OR

MATCH EXISTING

COMPACTED GRANULAR

FILL TO 100% DENSITY

(ST'D PROCTOR)

6"x6"x10x10 WWF, PULL UP 2" INTO

CONCRETE PAVEMENT, TYPICAL

UNDISTURBED EARTH OR COMPACTED

GRANULAR TRENCH BACKFILL

BENEATH REPLACEMENT SIDEWALK

SAW-CUT EXISTING

PAVEMENT TO PROVIDE

STRAIGHT, SMOOTH JOINT,

TYPICAL ALL SIDES

4" SCH 40 PVC PIPE

(REFER TO PLAN AND PROFILE DRAWINGS

FOR LOCATIONS OF TRACER WIRE ACCESS

BOXES)

FORCE MAIN

6" OF COMPACTED PIPE

BEDDING MATERIAL

NO SCALE

NOTE: TRACER WIRE ACCESS BOX SHALL BE

INSTALLED AT EACH PIPE CONNECTION POINT.

FORCE MAIN INSTALLATION AND

TRACER WIRE AND ACCESS BOX DETAIL

5' MINIMUM

SCALE: NONE

EX. BASE

EX. PAVM'T

UNDISTURBED EARTH

SAW CUT

HMA, PG 64-22, SURFACE, TYPE B, 12.0mm, 165#/SY (1 1/2")

HMA, PG 64-22, INTERMEDIATE, TYPE B, 19.0mm, 330#/SY

(3"), OR MATCH EXISTING PAVEMENT SECTION,

WHICHEVER IS GREATER.

10" MIN., INDOT NO. 53 LIMESTONE

APPROVED COMPACTED GRANULAR

BACKFILL

2' MIN.

CONCRETE SIDEWALK DETAIL

CONCRETE PAVEMENT DETAIL

HMA PAVEMENT REPLACEMENT DETAIL

SCALE: NONE

GRAVEL DRIVE DETAIL

UNDISTURBED

EARTH

10" MIN. COMPACTED

INDOT #53 LIMESTONE

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

FINISH GRADE

MOUND CONC. CAP

ABOVE STEEL POST

6" DIA. SCH 40 STEEL POST.

PAINTED YELLOW, FILLED WITH

3000 PSI CONCRETE

SET IN

CY (MIN.) CONC.

FOOTING

SLOPE AWAY FROM POST

I N

3" SPACER

UNDISTURBED SUBGRADE

14" MIN.

PIPE BOLLARD DETAIL

LAY SOD w/ TIGHT JOINTS

2" TOPSOIL

2" TOPSOIL TO BE MIXED W/ SUBSOIL

4" SUBSOIL TO BE LOOSENED

SODDING DETAIL

SCALE: NONE

NOTE: ALL GRASSED AREAS WITHIN THE PUBLIC R.O.W. SHALL BE

RESTORED TO PRE-CONSTRUCTION CONDITION PER THIS SODDING

DETAIL.

CONCRETE PAVEMENT

GENERATOR SOUND ATTENUATED

HOUSING WITH EXHAUST MUFFLER

EXHAUST PIPE

UNDISTURBED EARTH OR 12" MINIMUM DEPTH OF

COMPACTED CRUSHED LIMESTONE INDOT NO. 53 GRADATION

UNDISTURBED

EARTH

READY MIX CONCRETE

SUPPORT PAD W/ 4000 PSI

MINIMUM 28 DAY STRENGTH

#8 REBAR @

12" EACH WAY

AND 2" MIN.

CLEAR COVER

AIR FLOW

AIR INLET

SHROUD

(EACH

SIDE)

RADIATOR

EXHAUST

SILENCER

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NATURAL GAS SERVICE

PIPE, BY NIPSCO.

NATURAL GAS SERVICE

PIPE, BY CONTRACTOR.

6" ALL

AROUND

12"

NEW BASE BID ELECTRICAL GENERATOR AND SUPPORT PAD

10'-0" x 6'-0" FOR SPECIFIED GENERATOR

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IDENTIFICATION

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US Army Corps of Engineers

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4" CL 250 DI 90°

EL w/ RESTR MJS

4" CL 250 DI TEE

w/ RESTR MJS

4" CL 250 DI 90°

EL w/ RESTR MJS

4" CL 250 DI TEE

w/ RESTR MJS

CL 250 DI PIPE TRANSITION

COUPLING w/ MJS

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EXIST 4' ID PRECAST

CONCRETE MANHOLE

4" CL 250 DI TEE

w/ RESTR MJS

4" CL 250 DI TEE

w/ RESTR MJS

CL 250 DI PIPE TRANSITION

COUPLING w/ MJS

NOTES:

1. ALL 4" PIPE SHALL BE CL 50 DI.

2. PROVIDE FIELD TYPE FLANGES FOR CONNECTION OF 4" PIPE TO VALVE AND METER FLANGES.

3. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE INSTALLATION BY NIPSCO AND PROVIDE CONDUIT

FROM DISCONNECT SWITCH TO A DISTANCE OF NOT LESS THAN 3 FT. FROM PANEL ALONG SHOWN ALIGNMENT.

UNDERGROUND 115V ELECTRICAL SERVICE

CONDUIT AND CONDUCTORS BY NIPSCO

LOCATION OF ELECTRIC SERVICE AND METER INSTRUMENTATION

PANEL (SEE DETAIL THIS SHEET) (PART OF OPTION 2)

2' x 2' ALUMINUM

ACCESS HATCH

LOCATION

CONDUIT AND WIRES FROM EACH FLOW METER

TO EACH INSTRUMENTATION PANEL

EXISTING 6" HDPE SDR 9 IRON

PIPE SIZE FORCE MAIN

PRECAST OR CORE OPENINGS IN STRUCTURE WALL AND

PROVIDE NON-SHRINK GROUT ALL AROUND BETWEEN PIPE

AND OPENING, AS INDICATED (TYP.)

2 4" PLUG VALVE w/ FL MJS

4" MAG METER w/ FL MJS. TO BE SAME MAKE AND MODEL AS

METER USED IN NEW PUMP STATION FLOW METER MANHOLE.

CONCRETE PIPE SUPPORT: 12"Ø WITH 44 #4 VERTICAL REBAR WHICH ARE DRILLED

AND EPOXY-SET 6" INTO STRUCTURE BASE SLAB. ALSO PROVIDE #4 HORIZONTAL

REBAR, ALL AROUND, AT TWO (2) ELEVATIONS (TYP.)

5 PIPE SPOOLS

2 2

EXISTING 6" HDPE SDR 9 IRON

PIPE SIZE FORCE MAIN

4" CL 250 DI 90° EL WITH FL. JTS. ROTATE

FIELD FLANGE ON PIPE SPOOL TO DIRECT

FLOW DISCHARGE TOWARD OUTLET SEWER

PRECAST CONCRETE TOP

SLAB AS PER ASTM C-478

PRECAST CONCRETE BARREL

SECTION AS PER ASTM C-478

PRECAST CONCRETE BASE WITH EXTENDED

DIAMETER AS INDICATED FOR ANTI-FLOATATION

AS PER ASTM C-478

4" CL 250 DI 11

w/ RESTR MJS

EXISTING

MANHOLE

WALL STEPS (SEE STANDARD

MANHOLE DETAIL, SHEET 19)

CONDUIT AND WIRES FROM EACH FLOW

METER TO INSTRUMENT PANEL SUPPORT

FROM UNDERSIDE OF TOP SLAB.

SECTION A-A

SCALE: 1" = 2'

PLAN

ELECTRICAL SERVICE AND METER INSTRUMENTATION PANEL DETAILS

SCALE: 1" = 2'

OPTION 2BASE BID

NOTES

1. THIS PANEL IS PART OF OPTION 2.

2. ALL ITEMS FURNISHED AND INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE BY NIPSCO.

OFF

OPTION 2BASE BID

CORE OR SAW-CUT OPENING IN STRUCTURE WALL AND PROVIDE

NON-SHRINK GROUT ALL AROUND BETWEEN PIPE AND OPENING

2' x 2' ALUMINUM ACCESS HATCH (HALLIDAY

PRODUCTS MODEL NO. S1R2424 OR EQUAL)

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SHEET

IDENTIFICATION

D A

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A P

P R

SHEET OF

US Army Corps of Engineers

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File details come from the government source that posted it. Updated Nov 14, 2017.