W912P620B0022_475638_Bailey_Lift_Station_Replacement_RTA_PLANS(7-Aug-20).pdf

PDF 12 MB Posted Aug 7, 2020

Attached to: BAILEY LIFT STATION – SECTION 219, LAKE STATION, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P620B0022
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation notice issued by the U.S. Army Corps of Engineers seeks bids for the Bailey Lift Station replacement project in Lake Station, Indiana. Under the contract, the selected contractor will replace the existing 400 gallon per minute pump station to accommodate additional wastewater flow from local growth. The solicitation is reserved exclusively for small businesses with a North American Industry Classification System code of 237110 and annual revenue under $39.5 million. The construction cost is estimated between $100,000 and $500,000. Interested small businesses can download bidding documents as PDFs from the provided website. Bids are due by September 10, 2020 at 2:00pm Central Time. Bidders must register in the System for Award Management at the time of bid submission to comply with annual representations and certifications requirements. Inquiries should be directed to the point of contact listed.

View the file

Other files

File	Type	Posted
AMENDMENT NO 0002 W912P620B0022- BAILEY LIFT STATION LAKE STATION IN.pdf	PDF	Sep 8, 2020
AMENDMENT NO 0001 W912P620B0022- BAILEY LIFT STATION LAKE STATION IN.pdf	PDF	Aug 27, 2020
SOLICITATION AND PROJECT SPECIFICATIONS Bailey Lift Station Replacement LS W912P620B0022.pdf	PDF	Aug 7, 2020

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.

SOLICITATION NO.:

CERTIFIED FINAL DOCUMENTS:

AS-AWARDED CERTIFIED FINAL:

ISSUE DATE:

CHICAGO DISTRICT

NORTHEAST END SEWER REROUTE, PHASE 1

BAILEY LIFT STATION REPLACEMENT

LAKE STATION, INDIANA

XXX

W912P620B0022

AUGUST 07, 2020

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

A M

E R

N S

R E

P O

T, IN

R R

O A

D , S

N A

P O

, I N

N A

C H

G O

T C

A G

O , I

X X

-0

A N

S I D

N O

E A

S T

E N

D S

E W

E R

R E

R O

, P H

A S

E S

O N

B A

Y L

N R

E P

E M

E N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 8:42 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-001 - TITLE SHEET.DWG

STATE OF

11500233

O N

, V

Y M

A P

A N

D S

H E

E T

E X

G-001

US Army Corps of Engineers ®

9025 RIVER ROAD, SUITE 200

INDIANAPOLIS, IN 46240

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

SHEET INDEX

SHEET SHEET TITLE

NUMBER REFERENCE

1. G-001 LOCATION, VICINITY MAP AND SHEET INDEX

2. G-002 LEGEND, ABBREVIATIONS AND GENERAL NOTES

3. G-003 REAL ESTATE DRAWING

4. V-001 SURVEY CONTROL AND BENCHMARKS

5. C-100 LIFT STATION SITE PLAN

6. C-100A LIFT STATION ENLARGED SITE PLAN

7. C-101 SANITARY SEWER AND FORCE MAIN PLAN AND PROFILE

8. C-400 LIFT STATION PLAN AND SECTION

9. C-500 DETAILS

10.C-501 DETAILS

11.E-100 LIFT STATION ELECTRICAL SITE PLAN BASE BID

12.E-100A LIFT STATION ELECTRICAL SITE PLAN OPTION 2

13.E-101 LIFT STATION ENLARGED ELECTRICAL SITE PLAN BASE BID

14.E-101A LIFT STATION ENLARGED ELECTRICAL SITE PLAN OPTION 2

15.E-102 LIFT STATION ONE-LINE DIAGRAM BASE BID & OPTION 2

16.E-103 PUMP CONTROL PANEL LAYOUT DETAILS

17.E-104 PUMP CONTROL PANEL WIRING DIAGRAM

18.E-105 GENERAL ELECTRICAL DETAILS

19.P-100 NATURAL GAS GENERAL DETAILS OPTION 2

LOCATION MAP

(1"=500')

PROJECT

LOCATION

R U

S H

C E

S T.

J O

S E

P H

C E

I-94

21ST AVENUE

P E

C A

N O

E S

U N

S T.

21ST AVENUE

S H

Y S

S T.

/U S

22ND AVENUE

SCHNEIDER ST.

MARQUETTE ROAD

PARKSIDE AVE.

P A

R K

E S

N E

N S

20TH PLACE

20TH AVE.

P U

M S

20TH COURT

18TH AVENUE

V A

N D

E R

B E

R G

S T.

W A

R R

E N

S T.

O S

V E

R M

O N

S T.

MICHIGAN AVE.

22ND AVENUE

23RD AVENUE

AutoCAD SHX Text No.

AutoCAD SHX Text N

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 8:42 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-002 - GEN-NOTES.DWG

STATE OF

11500233

, A

O N

D G

G-002

GENERAL NOTESABBREVIATIONSLEGEND

A/C AIR CONDITIONING

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ARV AIR RELIEF VALVE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTO AUTOMATIC

BB BUFFALO BOX

BDRY BOUNDARY

BFV BUTTERFLY VALVE

BLDG BUILDING

BM BENCHMARK

CB CATCH BASIN

CI CURB INLET

CIP CAST-IN-PLACE

CIPP CURED IN PLACE PIPE

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED PLASTIC PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CP CONTROL POINT

C TO C CENTER TO CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIMJ DUCTILE IRON MECHANICAL JOINT

DIRJ DUCTILE IRON RESTRAINED JOINT

DS DOWNSPOUT

DWG DRAWING

E EAST

E ELECTRIC

EL ELEVATION

ELEV ELEVATION

EA EACH

ELEC ELECTRIC

EQ EQUAL

EQUIP EQUIPMENT

EX EXISTING

EXIST EXISTING

FD FLOOR DRAIN

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FLEX FLEXIBLE

FT FOOT (FEET)

FTG FOOTING

G GAS

GAL GALLON(S)

GALV GALVANIZED

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GV GAS VALVE

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HP HORSE POWER

HPT HIGH POINT

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INV INVERT

LF LINEAR FEET

LPT LOW POINT

MATL MATERIAL

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFIED

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

P POLE

PP POWER POLE

PED PEDESTAL

PERF PERFORATED

PI POINT OF INTERSECTION

PL PLATE

PL PROPERTY LINE

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRKG PARKING

PROJ PROJECT

PSI POUNDS PER SQUARE INCH

PT POINT

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

REV REVISION

ROW RIGHT OF WAY

R/W RIGHT OF WAY

S SOUTH

SCHD SCHEDULE

SD STORM DRAIN

SEC SECTION

SPEC SPECIFICATION

SS STAINLESS STEEL

STA STATION

STD STANDARD

STRUCT STRUCTURAL

SYS SYSTEM

TAN TANGENT

TBA TO BE ABANDONED THIS CONTRACT

TBM TEMPORARY BENCHMARK

TEL TELEPHONE

TEMP TEMPORARY

TH TELEPHONE HANDHOLE

THK THICK(NESS)

TOB TOP OF BANK

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TOW TOP OF WALL

TR TOP OF RIM

TR TRAFFIC POLE

TV TELEVISION

TYP TYPICAL

UTIL UTILITY

VERT VERTICAL

VOL VOLUME

W WATER

W WEST

W WIDE (WIDTH)

WAS WASTE ACTIVATED SLUDGE

W/ WITH

W/O WITHOUT

WS WATERSTOP

WT WEIGHT

WV WATER VALVE

YD YARD

1. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF

PLANS AND ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE

CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES THROUGHOUT

THE ENTIRE PROJECT.

2. CAUTION !! - THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES

SHOWN ON THESE PLANS 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR

TO ANY AND ALL CONSTRUCTION. - CALL TOLL FREE 1(800)382-5544 INDIANA

UNDERGROUND.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS FOR THIS PROJECT. ADDITIONS, DELETIONS, AND/OR

REVISIONS TO THE FACILITIES SHALL NOT BE MADE WITHOUT PRIOR

APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL KEEP AND

MAINTAIN IN GOOD CONDITION A COMPLETE SET OF THE PROJECT PLANS

AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.

4. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES,

RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF

MUNICIPAL AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THE

WORK.

5. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE

CONSTRUCTION PLANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL

CONTACT THE ENGINEER IMMEDIATELY FOR CLARIFICATION PRIOR TO

PROCEEDING WITH CONSTRUCTION OF THE PORTION IN QUESTION.

6. CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL NECESSARY PERMITS

HAVE BEEN OBTAINED.

7. ALL EXISTING UTILITIES SHOWN IN PROFILE ARE SHOWN AT THEIR ASSUMED

ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION.

8. PROTECT POWER POLES AND/OR OTHER UTILITIES FROM DAMAGE IN A

MANNER APPROVED BY THE UTILITY COMPANIES AND THE ENGINEER.

9. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT SHALL INCLUDE

ALL AGGREGATE BASE AND SUB-GRADE MATERIALS. SAW-CUT ALL EXISTING

PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT, AND TRUE TO LINE. ALL

CONCRETE AND ASPHALT PAVEMENT MATERIAL TO BE DEMOLISHED SHALL

BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.

10. ALL DISTURBED AREAS INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES,

WALKS, LAWNS, ETC. SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION. ALL CULVERTS, STORM PIPES, AND APPURTENANCES SHALL BE

REPLACED AS SPECIFIED BY THE CONTRACT DOCUMENTS OR IF DAMAGED

DURING CONSTRUCTION WITH SAME MATERIAL AND SIZE AS EXISTING.

CULVERT SIZE SHALL NOT BE SMALLER THAN 12 INCHES. SWALES, DITCHES,

ETC. SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT,

GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR

PRIVATE STREETS, PARKING LOTS, OR WALKS. THIS MATERIAL REMOVAL OR

SWEEPING OF THE STREETS SHALL BE DONE AS FREQUENTLY AS

NECESSARY TO MAINTAIN CLEAN STREETS. THE CONTRACTOR MUST ALSO

KEEP AIRBORNE DIRT AND DUST TO A MINIMUM BY USING WATER OR OTHER

METHODS AS NECESSARY.

12. WORK SHALL BE STAGED WITHIN RIGHTS-OF-WAY, EASEMENTS, OR

PROPERTY OWNED BY THE CITY OF LAKE STATION. VERIFY CITY OWNED

PROPERTIES ARE VACANT AND AVAILABLE PRIOR TO OCCUPYING OR

STAGING WORK.

13. COORDINATE WITH THE LOCAL UTILITY FOR ALL UTILITY RELOCATION

REQUIREMENTS.

14. PROVIDE BYPASS PUMPING AS NEEDED FOR CONSTRUCTION. COORDINATE

WITH THE ENGINEER REGARDING DISCHARGE LOCATION FOR BYPASS

PUMPING OPERATIONS.

15. TAKE PRECAUTIONS AS OUTLINED IN EM385 1-1 REGARDING WORKING NEAR

THE POWER LINES.

SAN SAN

W W W W

COMM COMM

E E E E

G G G

SD SD

OTR

CATV

TREE, DECIDUOUS

TREE, EVERGREEN

SHRUB

FLAG POLE

SOIL BORING LOCATION

MAILBOX

STREET SIGN

GUARD POST

MONITORING WELL

WATER METER

FIRE PLUG

WATER VALVE

GAS VALVE

GAS MARKER

GUY POLE

ELECTRIC JUNCTION BOX

ELECTRIC HANDHOLE

COMBINATION POLE

AIR CONDITIONER UNIT

LIGHT POLE

GROUND LIGHT

TRANSFORMER

TELEPHONE POLE

TELEPHONE BOX

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TELEPHONE CROSS BOX

TELEPHONE MARKER

TELEPHONE HANDHOLE

TRAFFIC EQUIPMENT

TRAFFIC POLE

SANITARY MANHOLE

DRAINAGE MANHOLE

DRAINAGE INLET

DRAINAGE CURB INLET

DOWN SPOUT

GAS METER

TRAFFIC DETECTOR HOUSING

CONTOUR MINOR

TELECOMMUNICATIONS

SANITARY

WATER MAIN

CONTOUR MAJOR

ELECTRIC

GAS

DRAINAGE

OVERHEAD TRAFFIC

RIGHT-OF-WAY

PROPERTY LINE

CABLE TV

FIRE HYDRANT

TEMPORARY BENCHMARK

CONTROL POINT

HOSE BIBB

BUFFALO BOX

CLEAN OUT

TRAFFIC MANHOLE

YARD LIGHT

POWER POLE

ELECTRIC METER BOX

WATER MANHOLE

STAND PIPE

SPIGOT

STUMP

C/E C/E EASEMENT LINE

AutoCAD SHX Text No.

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text H

AutoCAD SHX Text B

AutoCAD SHX Text

C/E C/E C/E C/E C/E C/E C/E C/E C/E

C /E

CITY OF LAKE STATION, INDIANA

TRUSTEE'S DEED

INST #2008082720

PARCEL No. 45-09-09-376-005.000-021

G Y

R C

N o.

-1 6-

. O 'D

N o.

-1

C O

D Y

F . R

N o.

-1

R M

O O

A F.

R A

(J /T

N R

SCHOOL CITY OF EAST GARY

WARRANTY DEED

D.R.1323, PAGE 578

PARCEL No. 45-09-09-376-003.000-021

STREET & UTILITY EASEMENT

D.R. 963, PAGE 281

' U

LATIN PENTECOSTAL CHURCH OF GOD, INC.

INST #2002081368

PARCEL No. 45-09-16-126-002.000-021

N:2306296.88 E:2911347.78

N:2306296.88 E:2911446.71

N:2306296.88 E:2911496.56

N:2306219.89 E:2911497.34N:2306219.89

E:2911446.71

N:2306176.61 E:2911446.71

N:2306177.31 E:2911347.78

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 2:43 PM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\G-003 - ROW PLAT.DWG

STATE OF

11500233

D R

G-003

A1 REAL ESTATE DRAWING

SCALE: 1"=20'

21st AVENUE

NOTE:

ALL WORK SHALL BE PERFORMED IN

EXISTING RIGHT OF WAY OR EASEMENTS

21st AVENUE

20' 40'0

LIMITS OF CONSTRUCTION

AREA=0.27 ACRES

EDGE OF PAVEMENT

RIGHT-OF-WAY AND

PROPERTY LINE

SECTION LINE

CONSTRUCTION LAYDOWN

AREA AND TRAILER

LOCATION EASEMENT

RIGHT-OF-WAY

No.

CPT 802

CPT 801

TBM 1

TBM 2

TBM 4

CPT 807

CPT 808

TBM 3

CPT 803 CPT 804

CPT 806

CPT 805

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 9:08 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\V-001 - SRV-CTRL.DWG

STATE OF

11500233

U E

JD C

C O

O L

C H

V-001

CPT ###

CALLOUTS

BENCH INFORMATION (NAVD 1988 DATUM)

CONTROL POINT NUMBER

TEMPORARY BENCHMARK NUMBER

BENCHMARK ELEVATIONS WERE ESTABLISHED FROM GPS OBSERVATIONS ON

THE IDENTIFIED BASE STATION DESCRIBED WITHIN. AN NGS OPUS SOLUTION

(FILE #52040481) WAS OBTAINED AND USED TO CONTROL THE PROJECT'S

VERTICAL DATUM. THE ELEVATIONS WERE THEN TRANSFERRED TO THE SITE

USING DIFFERENTIAL LEVELING.

TBM #1

RAILROAD SPIKE IN THE SOUTHEAST SIDE OF COMBINATION POLE, NORTHWEST

SIDE OF DRIVE, 60'± NORTH OF LIFT STATION.

ELEV:596.04

TBM #2

CHISELED "X" ON WEST BOLT OF TRAFFIC POLE AT THE SOUTHWEST CORNER OF

CENTRAL AVE AND PIKE ST.

ELEV:615.53

TBM #3

CHISELED "X" ON SOUTHWEST BOLT OF A FIRE HYDRANT, NORTH SIDE 21st ST, 60'± EAST OF PARKE ST.

ELEV:598.93

TBM #4

RAILROAD SPIKE NORTH SIDE OF POWER POLE, SOUTH SIDE 21st ST, 15'± WEST

OF EXISTING LIFT STATION

ELEV:611.10

600'0 300'

CONTROL POINT TABLE

PROJECT

LOCATION

R U

. J

I-94

21ST AVENUE

O E

U N

S T.

21ST AVENUE

./U

22ND AVENUE

SCHNEIDER ST.

MARQUETTE ROAD

PARKSIDE AVE.

S T.

20TH PLACE

20TH AVE.

TBM #

CONTROL POINT #801

N:2307858.4500 / E:2909153.1320

CONTROL POINT #802

N:2308264.2730 / E:2909425.5240

CONTROL POINT #803

N:2306221.1020 / E:2908068.4390

CONTROL POINT #804

N:2306220.5140 / E:2908698.4280

CONTROL POINT #805

N:2304001.6180 / E:2908574.8120

CONTROL POINT #806

N:2303872.9940 / E:2908209.1350

CONTROL POINT #807

N:2306216.9480 / E:2911394.1370

CONTROL POINT #808

N:2306217.5250 / E:2911255.5840

MAG NAIL

MAG

SPIKE

PUMP

HOUSE

I-8

W B

CENTERLINE

SANITARY MH

CORNER

FENCE

COST

CORNER

FENCE

COST

.23

.02

31.01'

I-80 WB RAMP

MAG

SPIKE

CENTERLINE

SANITARY MH

CENTERLINE

UTILITY POLE

FROM PUMP

HOUSE

54.63'

7±

109.86'

E 21st AVE

CENTERLINE

SANITARY MH

CENTERLINE

UTILITY POLE

XX LIFT STATION

FENCE CORNER

53.36' 96.53'

103.77'

CENTERLINE

SANITARY MH

CENTERLINE

UTILITY POLE

FENCE CORNER

E 21st AVE

XX LIFT STATION

.40

' 48.65'

43.01'

FAIRVIEW AVE

S T

MAG NAIL

CENTERLINE

MANHOLE

CENTERLINE

INLET

CENTERLINE

INLET

41.80'

65.31'

FAIRVIEW AVE

S T

MAG NAIL

CENTERLINE

SANITARY MH

CENTERLINE

INLET

CORNER

BUILDING

58.19'

52.89'

26.04'

E 21st AVE

MAG NAIL

CENTERLINE

INLET

CORNER SIDEWALK

54.05' 85.52'68.45'

E 21st AVEMAG NAIL

CENTERLINE

UTILITY POLE

CENTERLINE

SANITARY MH

CENTERLINE

MAILBOX POST

13.60'

.60

AutoCAD SHX Text No.

AutoCAD SHX Text S

E E E E E E E E E E E E

6' chain link fence gate

36" dry well asphalt concrete grass grass gr as s pa th stone weeds weeds woods

61161 structure 101 tr:610.22 inv(w):593.37 Bottom Inv:585.05

INV(N):593.0

SAN SAN SAN SAN SAN SAN SAN SAN SAN

12" vcp

CPT #807 (IN83-WF)

EL:609.84

MAG NAIL

N:2306216.9480 E:2911394.1370

CPT #808 (IN83-WF)

EL:609.22

MAG NAIL

N:2306217.5250 E:2911255.5840

W W

W W W W WWWWWWWWWWWW

W W

E E E E E E E E E E G G G G G G G G

E E

E E E E E E concrete grass weeds

7' to top of barbed wire concrete grass exist sanitary mh tr:610.47 inv(w):604.37 inv(e):604.37

SANSANSANSAN

6" vcp

SAN SAN SAN SAN SAN

12" vcp exist lift station tr:610.06 Bottom inv:584.56

8" 8"

2" 2" 2"

C /E

LOT 29

LOT 28

LOT 27

CITY OF LAKE STATION, INDIANA

TRUSTEE'S DEED

INST #2008082720

DENVER D. & PEGGY L. COLDIRON

DAVID J. O'DELL

CODY A. & TAYLER F.

RUSSELL

' U

LATIN PENTECOSTAL CHURCH OF GOD, INC.

INST #2002081368

CITY OF LAKE STATION, INDIANA

TRUSTEE'S DEED

INST #2008082720

0 0 0 0

FMFM

E E

1. STRUCTURE 101: CONTRACTOR SHALL CUT AND PLUG EXISTING EAST PIPES

AT MANHOLE AFTER ABANDONMENT OF EXISTING LIFT STATION. MANHOLE

SHALL BE CORE DRILLED TO ACCEPT NEW 12" PVC SEWER TO THE NORTH.

MANHOLE SHALL BE FILLED WITH GROUT TO ALLOW A BENCH FLOW LINE

THROUGH MANHOLE BETWEEN PIPES.

2. SEE LIFT STATION ENLARGED SITE PLAN SHEET FOR MORE INFORMATION.

3. SEE LIFT STATION PLAN AND SECTION SHEET FOR MORE INFORMATION.

GENERAL SHEET NOTES

A1 SITE PLAN

SCALE: 1"=10'

10' 20'0

O N

C-100

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 2:40 PM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\C-100-SP.DWG

STATE OF

11500233

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

App. R/W

RESTORATION LEGEND

ASPHALT REPLACEMENT

SIDEWALK REPLACEMENT

ROLL CURB REPLACEMENT (10 LF)

SHEET KEYNOTES

1. CONTROL PANEL

2. 6'Ø WET WELL

3. 6'x6' VALVE VAULT

4. 6' HIGH CHAIN-LINK FENCE WITH BARBED WIRE

5. 16' DOUBLE SWING GATE WITH BARBED WIRE

6. 16' WIDE GRAVEL ACCESS DRIVE

7. 12" PVC SANITARY SEWER

8. 6" PVC SDR 21 FORCE MAIN

9. SEE DETAIL SHEET FOR GRAVITY SEWER/FORCE MAIN CONNECTION TO

EXISTING MANHOLE

10. DEMOLITION NOTES: LIFT STATION ABANDONMENT SHALL CONSIST OF:

· REMOVE PUMPS AND MECHANICAL/ELECTRICAL EQUIPMENT

· REMOVE FENCING

· REMOVE STONE PAVING

· REMOVE THE TOP 5' OF THE LIFT STATION STRUCTURE

· FILL REMAINING BURIED LIFT STATION STRUCTURE WITH SAND TO TOP OF

STRUCTURE. REMAINING FILL ABOVE STRUCTURE SHALL BE GENERAL FILL,

8" OF TOP SOIL AND SEEDED.

· RETURN THE FOLLOWING ITEMS TO OWNER: PUMP MOTORS, CHECK

VALVES AND LEVEL CONTROLLER

21st AVENUE

App. R/W

SEE NOTE 1

TBM 4

000000

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

FM 61

E E

N:27675276.16 E:34936925.61

EL. 610.30

N:27675276.16 E:34936409.61

EL. 610.30

N:27675264.16 E:34936913.61

N:27675264.16 E:34936421.61

N:27675190.16 E:34936709.61

N:27674940.16 E:34936925.61

EL. 610.20

N:27674952.16 E:34936913.61

N:27674952.16 E:34936421.61

N:27674940.16 E:34936409.61

EL. 610.20

N:27674940.16 E:34936611.61

N:27674940.16 E:34936803.61 grass gr as s pa th weeds weeds

1. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE

AWAY FROM SITE.

2. GRADE AREA OUTSIDE OF PAVED AREAS AS NECESSARY TO MATCH

EXISTING GRADE NOT EXCEEDING 4:1 SLOPE.

3. FINISHED GRADE BETWEEN PAVED AND GRASSED AREA SHALL NOT EXCEED

2".

4. SEE ELECTRICAL PLANS FOR MORE INFORMATION ON CONTROL PANEL AND

ELECTRICAL WIRING.

GENERAL SHEET NOTES

A1 ENLARGED SITE PLAN

SCALE: 3/8"=1'-0"

R G

C-100A

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 2:40 PM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\C-100A-SP.DWG

STATE OF

11500233

43' 41'

CONTROL PANEL

6'x6' VALVE

VAULT

6'Ø WET WELL

8"6'8"3'8"6'8"

6' TALL CHAIN-LINK FENCE

WITH BARBED WIRE

16' STONE ACCESS DRIVE

16' WIDE DOUBLE SWING

GATE WITH BARBED WIRE

EDGE OF STONE

4'0 2' 8'

5' D

.I.

6" F

O R

C E

" S

EL. 610.20

EL. 610.10

SEE NOTE 1

AutoCAD SHX Text T

E E E E E E6' chain link fence gate

36" dry well

TBM 4

asphalt concrete grass grass gr as s pa th stone weeds weeds woods

61161 exist sanitary mh tr:609.38 inv(e):593.93 inv(n):593.93 inv(w):593.93 inv(s):593.93 pipe half ful of mud, no flow structure 101 tr:610.22 inv(w):593.37 Bottom Inv:585.05

INV(N):593.0

SAN SAN SAN SAN SAN SAN

12" vcp direction only

" v cp direction only

12" vcp direction only

" v cp

W W

W W WWWWWW

W W

E E E E E E E E E E E E EG G G

E E E concrete grass weeds

7' to top of barbed wire concrete grass exist sanitary mh tr:610.47 inv(w):604.37 inv(e):604.37SANSAN

6" vcp exist sanitary mh tr:610.41 inv(w):604.09 inv(e):604.01 inv(n):604.13 inv(s):604.11

SAN SAN SAN SAN

12" vcp direction only12" vcp direction only

" v cp direction only

" v cp exist lift station tr:610.06 Bottom inv:584.56

8" 8"

2" 2" 2"

C/E C/E C/E C/E

C /E

10+98

N structure 102 tr:610.47 inv(w):604.37 (To be Abandoned) inv(e):604.37

INV(N):604.60

10+00

11+00

EXISTING GROUND

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

N ):5

V( W

):5

.3 st ru ct ur e

EX. 12" VCP SAN.

80 LF OF 12" SDR 21 PVC @ 0.25% SLOPE

Ex . 8

" w at er (A ss um ed D ep th

INV. 592.80

PROPOSED

GRADE

SEE NOTE 1

20+00

21+00

EXISTING

GROUND

FULL DEPTH COMPACTED

GRANULAR BACKFILL (TYP.)

Ex . 8

" w at er (D ep th b as ed on v al ve d ep th

, v er ify p rio r to c on st ru ct io

n) VA

W ):6

V( E)

.4 st ru ct ur e

93 LF OF 6" SDR 21 PVC FORCE MAIN

(SEE NOTE 2)

D .I.

5°

D .I.

5°

D .I.

5°

D .I.

5°

5 LF OF 6" D.I. FORCE MAIN

PROPOSED

GRADE

INV. 604.60

1. STRUCTURE 101: CONTRACTOR SHALL CUT AND PLUG EXISTING EAST PIPES

AT MANHOLE AFTER ABANDONMENT OF EXISTING LIFT STATION. MANHOLE

SHALL BE CORE DRILLED TO ACCEPT NEW 12" PVC SEWER TO THE NORTH.

MANHOLE SHALL BE FILLED WITH GROUT TO ALLOW A BENCH FLOW LINE

THROUGH MANHOLE BETWEEN PIPES.

2. VERIFY DEPTH OF WATER MAIN PRIOR TO CONSTRUCTION OF FORCE MAIN.

REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.

GENERAL SHEET NOTES

D1 SANITARY GRAVITY AND FORCE MAIN PLAN

SCALE: 1"=20'

20' 40'0

20' 40'0 0 5' 10'

A N

D P

R O

A N

D F

O R

C E

C-101

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 2:39 PM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\C-102 - SSWR-PP.DWG

STATE OF

11500233

Ap p.

P ro p.

Ap p.

P ro p.

Ap p.

P ro p.

App. R/W

21st AVENUE

App. R/W

Ap p.

P ro p.

Ap p.

P ro p.

ex.

A1 SANITARY GRAVITY PROFILE STA. 10+00 TO STA. 10+80

SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5' A5 FORCE MAIN PROFILE STA. 20+00 TO 21+03

SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5'20' 40'0 0 5' 10'

App. R/W

SEE NOTE 1

LOW LEVEL ALARM

PUMPS OFF

LEAD PUMP ON

LAG PUMP ON

HIGH LEVEL ALARM

5' -6

8' -0

8" 8"6'-0"3'-0"

MIN.

8"8"

8"1' -0

1' -0

2' -0

6' -0

6'-0"

6" F

" P

EL. 589.6

EL. 589.3

EL. 591.1

EL. 592.1

EL. 592.6

6" D

.I.

G E

EL. 611.3±

1' -1

EL. 588.1

INV. 592.80

3'-0"

MIN.

6" D

.I.

6" D

.I.

1' -6

6'-0"Ø

BASE SHALL BE CONSTRUCTED ON MIN.

8" COMPACTED CRUSHED #53 STONE UNDISTURBED SOIL

LIFT STATION PUMP

LEVEL TRANSDUCER

CONCRETE FILLET

2"x14" S.S. PIPE ANCHOR W/ S.S. EXP.

BOLTS ANCHORED TO WET WELL WALL

LOW LEVEL ALARM

12" LONG S.S. LIFTING CHAIN

HIGH LEVEL ALARM

12" PVC SANITARY SEWER

(ROTATED FOR CLARITY)

LINK SEAL (TYP.)

S.S. LIFTING CHAIN

72" Ø MANHOLE, SECTION ASTM C-478

W/ O-RING GASKET JOINTS

TO EXPLOSION PROOF

JUNCTION BOX (SEE

ELECTRICAL SHEETS)

S.S. CABLE HOLDER

6" D.I. 90° BEND AND 6" CAM

AND GROOVE CONNECTION

(FLANGED x MALE

ADAPTER), SEE PLAN VIEW

FOR ORIENTATION

4" D.I. VENT PIPE

W/ INSECT SCREEN

SINGLE LEAF ALUMINUM COVER W/

HASP, COMPLETE ACCESSORIES, TORSION BAR

ASSIST AND POSITIVE LOCK AT 90° OPENING

4" PLUG

VALVE

6" D.I FORCE MAIN

SLOPE SLAB 14"/LF TO DRAIN

6" PLUG VALVE (TYP.)

6"x4" D.I. TEE

BASE SHALL BE CONSTRUCTED ON MIN.

8" COMPACTED CRUSHED #53 STONE

CONCRETE PIPE SUPPORT (TYP. OF 2)

6" CHECK VALVE W/ LEVER AND WEIGHT

6" DRESSER COUPLING

2" DRESSER COUPLING

2" SCH 80 PVC DRAIN W/ 2"

TIDEFLEX SERIES TF-2 CHECK VALVE

6" D.I. TEE

6" 90° D.I. BEND

COAT EXTERIOR SURFACE W/COAL

TAR EPOXY (SEE SPECIFICATIONS)

4" DRESSER

COUPLING (TYP.)

72"Ø WET WELL

LINK SEAL (TYP.)

6" CHECK VALVE WITH

LEVER AND WEIGHT (TYP.)

4" CAM AND GROOVE CONNECTION

(FLANGED x MALE ADAPTER)

AND 4" PLUG VALVE

6" PLUG VALVE (TYP.)

4" D.I. VENT PIPE

WITH INSECT SCREEN

6" D.I. 90° BEND AND 6" CAM AND GROOVE

CONNECTION (FLANGED x MALE ADAPTER)

SUBMERSIBLE PUMP

(SEE SPECIFICATIONS)

36"x48" MIN. DOUBLE DOOR

ALUMINUM CHANNEL FRAME HATCH

WITH SAFETY GRATE AND DRAIN AS

MANUFACTURED BY HALLIDAY

PRODUCTS, MODEL W1R3648

36"x36" SINGLE LEAF ALUMINUM

CHANNEL FRAME HATCH WITH DRAIN

AS MANUFACTURED BY HALLIDAY

PRODUCTS, MODEL W1R3636

S.S. GUIDE RAIL

1" WIDE S.S. STRAP

ANCHORS @ 5'-0" O.C.

8" COMPACTED NO. 8

AGGREGATE (TYP.) FOR

BASE BID, SEE ASPHALT

PAVEMENT DETAIL

SHEET C-500 FOR

ALTERNATE BID

TWO LEAF ALUMINUM COVER W/

HASP, COMPLETE ACCESSORIES,

SAFETY GRATE, TORSION BAR ASSIST

AND POSITIVE LOCK AT 90° OPENING

EL. 610.3± 1'-

FENCE POST

1'-0"

MIN.

TYP.

STRUCTURE BASE

EL. 588.3

4" CAM AND GROOVE CONNECTION

(FLANGED x MALE ADAPTER)

S D

.I.

TRANSITION COUPLING

D.I. PIPING INCLUDED IN

PUMP STATION COST

C O

O L

NOTES:

1. WET WELL AND VALVE VAULT TO BE CONSTRUCTED ON MINIMUM 8"

COMPACTED AGGREGATE PLACED ON UNDISTURBED SOIL.

2. ALL INTERIOR PIPING SHALL BE COATED WITH TNEMEC 66 HB EPOXY

OR EQUAL.

3. ALL ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE 304 S.S..

4. SEE ELECTRICAL PLANS FOR ELECTRICAL AND CONTROL

INFORMATION.

5. PUMPS SHALL BE FLYGT MODEL NP 3102 MT 3 OR APPROVED EQUAL

RATED AT 380 GPM @ 20 TDH.

NOTE:

CONTRACTOR TO VERIFY HATCH REQUIREMENTS WITH

PUMP MANUFACTURER.

1'-0"

MIN. 1'-0"

MIN.1'

-6

EXTERIOR SEAL JOINTS WITH

WRAPIDSEAL, INFIL-SHIELD OR SIMILAR

2" SCH 80 PVC DRAIN W/ 2"

TIDEFLEX SERIES TF-2 CHECK VALVE

6"x4" D.I. ECCENTRIC REDUCER

REFER TO ELECTRICAL PLANS FOR

ACTUAL SIZE AND LOCATION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 8:42 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\C-400 - LS-PLAN.DWG

STATE OF

11500233

A N

D S

O N

C-4000 2' 4'1'A1 LIFT STATION SECTION

SCALE: 1/2"=1'-0" A7 LIFT STATION PLAN VIEW ABOVE TOP SLAB

SCALE: 1/2"=1'-0" 0 2' 4'1'

D7 LIFT STATION PLAN VIEW BELOW TOP SLAB

SCALE: 1/2"=1'-0" 0 2' 4'1'

VARIES

NEW CONNECTION TO EXISTING MANHOLE

NOT TO SCALE

STRUCTURE WALL

ADD RX WATERSTOP PRIOR

TO GROUT FILL (TYP.)

GROUT FILL (TYP.)

GASKET BAND

SUPPORT PIPE IN

CENTER OF OPENING

CORE DRILL HOLE

PIPE CLAMP 305

STAINLESS STEEL

FLEXIBLE CONNECTOR KOR-N-SEAL

DURA-A-SEAL, OR A-LOK, OR APPROVED

EQUAL

1/2 O.D.

FOR BACKFILL AND REQUIREMENTS REFER

TO SPECIFICATIONS SECTION 02600TRENCH BOX

FLEXIBLE PIPE BEDDING DETAIL (PVC & HDPE)

NOT TO SCALE

#8 CRUSHED STONE HAND

TAMPED OR WALKED IN 1/2

O.D., PER SPECS.

#8 CRUSHED STONE BELL

HOLE EXCAVATED

O.D.

4" MIN. (BELOW

THE BARREL)

3" MIN.

(BELOW THE BELL)

MINIMUM WIDTH =

1.25(O.D.) +12"

#8 CRUSHED STONE HAND

TAMPED OR WALKED IN 1/2

O.D., PER SPECS. TO 12"

OVER TOP OF PIPE

BACKFILL NOTES:

1. FINAL BACKFILL (FROM 12 INCHES ABOVE TOP OF PIPE) SHALL BE COMPACTED

#53 AGGREGATE WHEN THE TRENCH IS UNDER OR WITHIN 5 FT. OF

PAVEMENT.

2. FINAL BACKFILL SHALL BE NATIVE MATERIAL IN AREAS OUTSIDE PAVEMENT

OR GRAVEL DRIVE, COMPACTED TO PREVENT SETTLEMENT.

3. NATIVE MATERIAL USED FOR BACKFILL SHALL BE CLEAN FILL MATERIAL FREE

FROM ROCKS LARGER THAN 6".

4. HAUNCHING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6 INCH LIFTS.

5. #8 CRUSHED STONE BEDDING & BACKFILL SHALL BE COMPACTED TO A

RELATIVE DENSITY GREATER THAN 70% PER ASTM 4253.

6. FINAL BACKFILL SHALL BE PLACED IN SUCH A MANNER THAT WILL NOT

DISTURB THE SANITARY SEWER PIPE; AND WILL NOT CONSIST OF DEBRIS,

ORGANIC MATERIAL, FROZEN MATERIAL, OR UNSTABLE MATERIAL. NO ROCKS

LARGER THAN 2-INCHES WILL BE PLACED CLOSER THAN 2 FEET OF THE

SEWER PIPE.

7. ALL COMPACTION AND BEDDING MATERIAL SHALL COMPLY WITH 327 IAC

3-6-18.F, G, & H.

NOTE:

INSTALL SOLID BLACK VINYL PRIVACY SLATS

THROUGHOUT FENCE AND GATE. SLATS SHALL BE SIZED

FOR 2" MESH AND SHALL BE SECURED WITH A BOTTOM

LOCKING CHANNEL.

16' DOUBLE GATE4" O.D. GATE

POST 9.11#/FT.

'-9

" F

14"

STD. HINGE REQ'D.

STD. LOCK REQ'D.

1.66 GALV. BRACE

RAIL 2.27#/FT.

3/8" DIA.

TRUSS ROD

1.9D GALV. GATE

FRM. 2.72#/FT.

STRETCHER BAR

3/16"x3/4" FLAT

#9 GAUGE FABRIC

DOUBLE SWING CHAIN LINK GATE

NOT TO SCALE

10'-0" MAX. (TYP.)

TYPICAL 6' CHAIN LINK FENCE DETAIL W/ BARBED WIRE

NOT TO SCALE

BARBED WIRE DETAIL

NOT TO SCALE

3' -0

-6

6' -0

15" 10"

2' -6

-0

TERMINAL POST 2

1/2" O.D.

GALVINIZED PIPE

#13 GAUGE TIES

DOUBLE WRAP @ 24"

MAX. SPACING

1/4"x3/4" DRAW BAR @

TERMINAL POST

CONCRETE

FOOTING

COMPACTED

SUBGRADE

ANGLED TOP RAIL

KNUCKLED

SELVAGE

BOTH ENDS

13 GAUGE TIES

DOUBLE WRAP @

12" MAX. SPACING.

3/8" O.D. TRUSS ROD THREADED ALL

ENDS AND INTERSECTIONS

LINE POST 2" O.D.

GALVINIZED PIPE

#9 GAUGE TIES DOUBLE

WRAP @ 12" MAX. SPACING

SLOPE TO DRAIN (TYP.)

#9 GAUGE FABRIC,

2" SQ. MESH

2' -0

TOP RAIL WILL BE

ANGLED

BARB ARM (TYP.)

BARB WIRE

(3 STRAND - 4 POINT)

COMPACTED SUBGRADE

STONE DRIVE SECTION

NOT TO SCALE

ASPHALT PAVEMENT REPAIR WITH TRENCH

NOT TO SCALE

EXISTING

PAVEMENT

SAW CUT

EXISTING PAVEMENT

(TYP.)

AS SHOWN ON DRAWINGS

SEE BEDDING DETAIL

COMPACTED

#53/73 STONE

SPECIAL BACKFILL

OR AS SPECIFIED

ELSEWHERE

4" HMA INTERMEDIATE TYPE C

1 1/2" HMA SURFACE

TYPE A or B

EXISTING

PAVEMENT

SAW CUT

EXISTING PAVEMENT

(TYP.)

MIN. 1.25 O.D. + 12"

1 FT.

MIN.

1 FT.

MIN.

UNDISTURBED

MATERIAL

#4 BARS

24"

6" 12"

4" INDOT NO. 53

COMPACTED AGGREGATE

CONCRETE ROLLED CURB & GUTTER DETAIL

NOT TO SCALE

R =1

12"

COMPACTED

BACKFILL

#4 BARS

EXISTING CURB AND GUTTER EXPANSION JOINT DETAIL

NOT TO SCALE

8 "R

EXISTING CURB SHALL BE DRILLED AND

TWO #6 EPOXY COATED SMOOTH DOWEL

BARS (3 4"Øx18") TO BE GROUTED IN PLACE

GREASE EXPANSION CAP SHALL HAVE

A PINCHED STOP THAT WILL PROVIDE

A MINIMUM 1" EXPANSION

NEW CURB

EXISTING CURB

NON-EXTRUDING FILLER

SIDEWALK DETAIL

NOT TO SCALE

4" WIDE GROOVES

(TRANSVERSE JOINTS)

SPACED AT A DISTANCE

EQUAL TO THE WIDTH

4" CONCRETE SIDEWALK

EXPANSION JOINT

4" COMPACTED

AGGREGATE NO. 53

UNDISTURBED SOIL

#8 STONE OVER

NON-WOVEN GEOTEXTILE

FABRIC, MIN. 3 OZ.

ASPHALT

COMPACTED SUBGRADE

ALTERNATE BID ITEM FOR ASPHALT PAVEMENT

NOT TO SCALE

#8 STONE

C-500

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 8:53 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\C-500 - DT.DWG

STATE OF

11500233

SILT FENCE

1. SILT FENCE SHALL BE A MACHINE PRODUCED, NON-WOVEN GEOTEXTILE

OF 100% POLYPROPYLENE MEETING THE PHYSICAL PROPERTIES BELOW.

2. ALL STAKES SHALL BE 2"x2" HARDWOOD 36" TALL WITH 24" TALL LATH

STAPLED TO STAKES OVER FABRIC AS REINFORCEMENT.

3. ALL SILT FENCE SHALL BE PREFABRICATED BY THE SUPPLIER. NO FIELD

ASSEMBLY WELL BE ACCEPTED.

FABRIC WEIGHT ........................................ 4 OZ/SYD.

GRAB STRENGTH ...................................... WARP 125 LBS.

ELONGATION ............................................. WARP 50%

TRAPEZOIDAL TEAR STRENGTH ............... 50 LBS.

BURST STRENGTH .................................... 200 PSI

UV RESISTANCE ....................................... > 70%

A.O.S. ....................................................... 50-80

SLURRY FLOW RATE ................................. 225 GPM/SQ. FT.

SEDIMENT RETENTION ............................... 75%

SILT FENCE MATERIAL

2"x2" STAKE

STAKES @ 5' O.C.

(TYP.)

SILT FENCE DETAIL

NOT TO SCALE

FENCE POST SHOULD BE BURIED

1'-0" BELOW GROUND SURFACE

SILT FENCE MATERIAL

SHOULD BE BURIED 6"

BELOW GROUND SURFACE

2' -0

-0

GROUND SURFACE

NONE WOVEN

GEOTEXTILE FABRIC

SPACE POSTS PER

MANUFACTURER RECOMMENDATIONS

1' -0

WIRE

WOOD POST

FILTER FABRIC

FLOW

SILT FENCE CONSTRUCTION

NOT TO SCALE

EXTEND FABRIC AND WIRE

TO 4" BELOW SURFACE

PERMANENT SEEDING

AREAS

SEEDING

TEMPORARY

SHADE

DEC.NOV.OCT.SEPT.AUG.JULYJUNEMAYAPR.MAR.FEB. JAN.

MULCHING

NON-IRRIGATED

PERMANENT SEEDING

PARTIAL SHADE TO

SUN TO PARTIAL

PERMANENT SEEDING

PRACTICE

STABILIZATION

SEASONAL SOIL PROTECTION CHART

A = PERMANENT SEEDING - SUN TO PARTIAL SHADE KENTUCKY BLUEGRASS 175 LBS./ACRE;

CREEPING RED FESCUE 70 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 LBS./ACRE PLUS 2 TONS

STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS./ACRE

B = PERMANENT SEEDING - PARTIAL SHADE TO SHADE KENTUCKY BLUEGRASS 35 LBS./ACRE;

CREEPING RED FESCUE 210 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 LBS./ACRE PLUS 2

TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS./ACRE

C = PERMANENT SEEDING - NON-IRRIGATED AREAS KENTUCKY BLUEGRASS 87 LBS./ACRE; CREEPING RED FESCUE 70 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 193 LBS./ACRE PLUS 2 TONS STRAW

MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS./ACRE

D = SPRING OATS 3 BUSHELS/ACRE

E = WHEAT OR RYE 2 BUSHELS/ACRE

F = ANNUAL RYE GRASS 40 LBS./ACRE ( 1 LB/1000 SQ. FT. )

G = STRAW MULCH 2 TONS/ACRE. ANCHOR WITH ASPHALT EMULSION AT A RATE OF 300/GAL. PER

ACRE FOR SLOPES GREATER THAN 4:1 USE EROSION CONTROL BLANKET ACCEPTABLE TO LOCAL

AUTHORITIES.

*/I/* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBER

NOTE:

CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SEEDING TO CONTROL EROSION AS

REQUIRED BY INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.

TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD INSTALLATION

1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.

2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE.

3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.

4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO

IMPROVE STABILITY.

5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION

PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.

6. TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO. 53).

7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY

CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN.

MAINTENANCE

1. INSPECT DAILY.

2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL

3. TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED.

4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED INTO PUBLIC ROADS.

5. FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO

A SEDIMENT TRAP OR BASIN.

25' MIN.

' M

10'R

R O

6" MIN. NO. 2

CRUSHED STONE

GEOTEXTILE FABRIC

TO STABILIZE FOUNDATION

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

NOT TO SCALE

SANITARY SEWER

BENCH SLOPE = 1/2" PER FOOT

TROUGH WIDTH = PIPE DIAMETER

STANDARD MANHOLE BENCHES

NOT TO SCALE

C-501

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 8:53 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\C-500 - DT.DWG

STATE OF

11500233

AutoCAD SHX Text */I/

AutoCAD SHX Text

AutoCAD SHX Text ///////I///////

AutoCAD SHX Text */I/

AutoCAD SHX Text

AutoCAD SHX Text ///////I///////

AutoCAD SHX Text //////I//////

AutoCAD SHX Text

AutoCAD SHX Text ///////I///////

AutoCAD SHX Text

AutoCAD SHX Text */I/

SEE DETAIL ON SHEET E-101

EXISTING LIFT STATION

TO BE DEMOLISHED.

FMFM

000000

E1 ELETRICAL SITE PLAN - LIFT STATION - BASE BID

SCALE: 1"=10'

0 10' 20'

GENERAL SHEET NOTES

F, IA

E-100

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 12:44 PM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\BAILEY LIFT STATION\E-100 LIFT STATION ELECTRICAL SITE PLAN-BASE BID.DWG SOLICITATION SET

ELECTRICAL KEYNOTES

1. EXISTING 3 PHASE UTILITY PRIMARY.

2. EXISTING UTILITY POLE.

3. NEW UTILITY POLE AND 3 PHASE TRANSFORMER BANK W/RISER.

4. NEW UNDERGROUND SECONDARY WIRING AND CONDUIT.

5. NEW 3-PHASE OVERHEAD UTILITY PRIMARY.

6. EXISTING NATURAL GAS LINE.

21st AVENUE

A. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR NEW SERVICE

WITH LOCAL UTILITY NIPSCO. UTILITY FEES TO BE INCLUDED BY

CONTRACTOR.

Name: Crystal Everett; Email: crystalEverett@nisource.com Work Phone:844-809-8921

B. LOCATE ALL EXISTING PIPING AND UTILITIES BEFORE INSTALLING

UNDERGROUND CONDUITS; PROTECT ALL EXISTING INSTALLATIONS.

C. ALL BELOW GRADE CONDUIT SHALL BE SCH. 80 PVC. ALL TRANSITIONS (90

DEGREE ELBOW) FROM BELOW GRADE TO ABOVE GRADE SHALL BE

GALVANIZED RIGID STEEL. ALL ABOVE GRADE CONDUIT SHALL BE RIGID

ALUMINUM; INCLUDING INDOORS. COAT ALL RIGID ALUMINUM CONDUITS

WHERE IN CONTACT WITH EARTH OR CONCRETE WITH OXIDATION

RESISTANT COATING.

D. PROVIDE PUTTY TYPE DUCT SEAL FOR ALL UNDERGROUND CONDUIT

OPENINGS IN OUTDOOR EQUIPMENT.

E. MAINTAIN 3' SEPARATION BETWEEN 480V POWER CONDUITS AND LOW

VOLTAGE (NETWORK, 24V DC CONTROL, OR INTRINSICALLY SAFE CIRCUIT)

CONDUITS. MAINTAIN 1' SEPARATION BETWEEN 120V POWER CONDUITS

AND LOW VOLTAGE (NETWORK, 24V DC CONTROL, OR INTRINSICALLY SAFE

CIRCUIT) CONDUITS.

F. WHERE CONDUIT CROSSES UNDER EXISTING OR FUTURE ROADS/DRIVES,

CONDUIT SHALL BE GALVANIZED RIGID STEEL. SAW CUT AND REPAIR

EXISTING PAVEMENT AS NECESSARY.

G. ANTI-CORROSION SUBSTANCE SHALL BE USED AS A BARRIER BETWEEN

ALL DISSIMILAR METALS TO PREVENT CORROSION. USE IDEAL NOALOX

ANTI-OXIDANT COMPOUND OR APPROVED EQUAL.

H. WIRE AND CONDUIT ROUTES AND ELECTRICAL EQUIPMENT LOCATIONS ARE

APPROXIMATE, FIELD VERIFY EXACT INSTALLATIONS.

I. ALL WIRING, CONDUIT, AND TERMINATIONS FURNISHED AND INSTALLED BY

CONTRACTOR.

J. SEE ONE-LINE DIAGRAM FOR WIRING AND CONDUIT REQUIREMENTS.

K. CONTRACTOR SHALL COORDINATE NEW SERVICE AND TRANSFORMER

WITH UTILITY.

L. CONTRACTOR SHALL TAKE NECESSARY MEANS TO PROTECT AND

SUPPORT CABLES TO PREVENT DAMAGE DURING CONSTRUCTION.

PROTECT EXISTING SYSTEMS AND CABLING DURING CONSTRUCTION.

M. MAINTAIN 5' MINIMUM SEPARATION BETWEEN VENTED TERMINAL BOXES

AND OTHER ELECTRICAL EQUIPMENTS.

N. PROVIDE STAINLESS STEEL HARDWARE FOR ALL EQUIPMENT INSTALLED IN

WET WELL; THIS INCLUDES BUT NOT LIMITED TO KELLUM'S CABLE GRIPS,

CABLE RACKS, MOUNTING BRACKETS, BOLTS AND NUTS.

S O

N N

-0

SEE DETAIL ON SHEET E-101A

EXISTING LIFT STATION

TO BE DEMOLISHED.

FMFM

000000

E1 ELETRICAL SITE PLAN - LIFT STATION - OPTION 2

SCALE: 1"=10'

0 10' 20'

GENERAL SHEET NOTES

F, IA

O N

E-100A

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 7:49 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\BAILEY LIFT STATION\E-100A LIFT STATION ELECTRICAL SITE PLAN-OPTION 2.DWG SOLICITATION SET

ELECTRICAL KEYNOTES

1. EXISTING 3 PHASE UTILITY PRIMARY.

2. EXISTING UTILITY POLE.

3. NEW UTILITY POLE AND 3 PHASE TRANSFORMER BANK W/RISER.

4. NEW UNDERGROUND SECONDARY WIRING AND CONDUIT.

5. NEW 3-PHASE OVERHEAD UTILITY PRIMARY.

6. EXISTING NATURAL GAS LINE.

7. NEW UNDERGROUND GAS UTILITY SERVICE BY UTILITY.

21st AVENUE

A. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR NEW SERVICE

WITH LOCAL UTILITY NIPSCO. UTILITY FEES TO BE INCLUDED BY

CONTRACTOR.

Name: Crystal Everett; Email: crystalEverett@nisource.com Work Phone:844-809-8921

B. LOCATE ALL EXISTING PIPING AND UTILITIES BEFORE INSTALLING

UNDERGROUND CONDUITS; PROTECT ALL EXISTING INSTALLATIONS.

C. ALL BELOW GRADE CONDUIT SHALL BE SCH. 80 PVC. ALL TRANSITIONS (90

DEGREE ELBOW) FROM BELOW GRADE TO ABOVE GRADE SHALL BE

GALVANIZED RIGID STEEL. ALL ABOVE GRADE CONDUIT SHALL BE RIGID

ALUMINUM; INCLUDING INDOORS. COAT ALL RIGID ALUMINUM CONDUITS

WHERE IN CONTACT WITH EARTH OR CONCRETE WITH OXIDATION

RESISTANT COATING.

D. PROVIDE PUTTY TYPE DUCT SEAL FOR ALL UNDERGROUND CONDUIT

OPENINGS IN OUTDOOR EQUIPMENT.

E. MAINTAIN 3' SEPARATION BETWEEN 480V POWER CONDUITS AND LOW

VOLTAGE (NETWORK, 24V DC CONTROL, OR INTRINSICALLY SAFE CIRCUIT)

CONDUITS. MAINTAIN 1' SEPARATION BETWEEN 120V POWER CONDUITS

AND LOW VOLTAGE (NETWORK, 24V DC CONTROL, OR INTRINSICALLY SAFE

CIRCUIT) CONDUITS.

F. WHERE CONDUIT CROSSES UNDER EXISTING OR FUTURE ROADS/DRIVES,

CONDUIT SHALL BE GALVANIZED RIGID STEEL. SAW CUT AND REPAIR

EXISTING PAVEMENT AS NECESSARY.

G. ANTI-CORROSION SUBSTANCE SHALL BE USED AS A BARRIER BETWEEN

ALL DISSIMILAR METALS TO PREVENT CORROSION. USE IDEAL NOALOX

ANTI-OXIDANT COMPOUND OR APPROVED EQUAL.

H. WIRE AND CONDUIT ROUTES AND ELECTRICAL EQUIPMENT LOCATIONS ARE

APPROXIMATE, FIELD VERIFY EXACT INSTALLATIONS.

I. ALL WIRING, CONDUIT, AND TERMINATIONS FURNISHED AND INSTALLED BY

CONTRACTOR.

J. SEE ONE-LINE DIAGRAM FOR WIRING AND CONDUIT REQUIREMENTS.

K. CONTRACTOR SHALL COORDINATE NEW SERVICE AND TRANSFORMER

WITH UTILITY.

L. CONTRACTOR SHALL TAKE NECESSARY MEANS TO PROTECT AND

SUPPORT CABLES TO PREVENT DAMAGE DURING CONSTRUCTION.

PROTECT EXISTING SYSTEMS AND CABLING DURING CONSTRUCTION.

M. MAINTAIN 5' MINIMUM SEPARATION BETWEEN VENTED TERMINAL BOXES

AND OTHER ELECTRICAL EQUIPMENTS.

N. PROVIDE STAINLESS STEEL HARDWARE FOR ALL EQUIPMENT INSTALLED IN

WET WELL; THIS INCLUDES BUT NOT LIMITED TO KELLUM'S CABLE GRIPS,

CABLE RACKS, MOUNTING BRACKETS, BOLTS AND NUTS.

S O

N N

-0

F, IA

R G

E-101

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 3:16 PM EDITED BY: JSUITS DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\BAILEY LIFT STATION\E-101 ENLARGED ELECTRICAL SITE PLAN-BASE BID.DWG SOLICITATION SET

E2 ENLARGED ELECTRICAL SITE PLAN - BASE BID

SCALE: 3/8"=1'-0"

VALVE VAULT

4'0 2' 8'

GENERAL SHEET NOTES

ELECTRICAL KEYNOTES

1. GENERATOR RECEPTACLE LOCATED BELOW MANUAL TRANSFER SWITCH.

2. MAINTAIN 4' MINIMUM BETWEEN ELECTRICAL EQUIPMENT AND FENCE.

3. MAINTAIN 5' MINIMUM BETWEEN WELL HATCHES, VENT PIPES, AND FENCE.

4. NEW MAIN UTILITY CIRCUIT BREAKER DISCONNECT SWITCH.

5. NEW MANUAL TRANSFER SWITCH; SEE ONE-LINE DIAGRAM.

6. NEW MOTOR CONTROL PANEL.

7. VENTED TERMINAL BOX FOR PUMP CABLES AND FLOAT SWITCHES. SEE

SHEET E-102 FOR DETAILS.

8. VENTED TERMINAL BOX FOR SUBMERSIBLE LEVEL SENSOR. SEE SHEET E-102

FOR DETAILS.

9. NEW PUMP #1, PUMP #2 POWER AND CONTROLS, AND FLOAT SENSOR

CONTROL CIRCUITS. SEE ONE-LINE DIAGRAM (MULTIPLE CONDUITS).

10. NEW LEVEL SENSOR CONTROL CIRCUIT; SEE ONE-LINE DIAGRAM. MAINTAIN

MINIMUM 3' CLEARANCE FROM POWER CONDUIT.

11. (2) NEW FLOAT SWITCHES (STACKED). FURNISHED AND INSTALLED BY

CONTRACTOR. SEE SHEET E-105 FOR MOUNTING DETAILS.

12. NEW SUBMERSIBLE LEVEL SENSOR IN STILLING TUBE. SEE SHEET E-105 FOR

STILLING TUBE DETAIL. FURNISHED AND INSTALLED BY CONTRACTOR.

13. PROVIDE LINK SEAL FOR CONDUIT PENETRATIONS INTO WET WELL.

TERMINATE CONDUIT WITH BUSHING. TYPICAL.

14. NEW UTILITY METER BASE AND METER.

15. RELOCATED MISSION COMMUNICATIONS REMOTE MONITORING EQUIPMENT.

16. WP LIGHTING FIXTURE . SEE SHEET E-102 FOR DETAILS. TYPICAL.

17. NEW ALUMINUM EQUIPMENT RACK. WELDED HEAVY DUTY STAINLESS STEEL

SUPPORT FRAME, USING 4"x4" SQUARE VERTICAL POSTED AND 4"x1/2"

STAINLESS STEEL UNISTRUT CROSS BARS. SET POST 36" DEEP IN 16"

DIAMETER. 3000 PSI CONCRETE WITH ASPHALT ROOF CEMENT CORROSION

PROTECTION ON VERTICAL POSTS BELOW GRADE.

18. NEW CT/PT METER CABINET.

19. PHOTOCELL; FURNISHED AND INSTALLED BY CONTRACTOR.

20. STAINLESS MOUNTING BRACKET, J-HOOKS, AND KELLUMS GRIPS.

A. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR NEW SERVICE

WITH LOCAL UTILITY NIPSCO. UTILITY FEES TO BE INCLUDED BY

CONTRACTOR.

Name: Crystal Everett; Email: crystalEverett@nisource.com Work Phone:844-809-8921

B. LOCATE ALL EXISTING PIPING AND UTILITIES BEFORE INSTALLING

UNDERGROUND CONDUITS; PROTECT ALL EXISTING INSTALLATIONS.

C. ALL BELOW GRADE CONDUIT SHALL BE SCH. 80 PVC. ALL TRANSITIONS (90

DEGREE ELBOW) FROM BELOW GRADE TO ABOVE GRADE SHALL BE

GALVANIZED RIGID STEEL. ALL ABOVE GRADE CONDUIT SHALL BE RIGID

ALUMINUM; INCLUDING INDOORS. COAT ALL RIGID ALUMINUM CONDUITS

WHERE IN CONTACT WITH EARTH OR CONCRETE WITH OXIDATION

RESISTANT COATING.

D. PROVIDE PUTTY TYPE DUCT SEAL FOR ALL UNDERGROUND CONDUIT

OPENINGS IN OUTDOOR EQUIPMENT.

E. MAINTAIN 3' SEPARATION BETWEEN 480V POWER CONDUITS AND LOW

VOLTAGE (NETWORK, 24V DC CONTROL, OR INTRINSICALLY SAFE CIRCUIT)

CONDUITS. MAINTAIN 1' SEPARATION BETWEEN 120V POWER CONDUITS

AND LOW VOLTAGE (NETWORK, 24V DC CONTROL, OR INTRINSICALLY SAFE

CIRCUIT) CONDUITS.

F. WHERE CONDUIT CROSSES UNDER EXISTING OR FUTURE ROADS/DRIVES,

CONDUIT SHALL BE GALVANIZED RIGID STEEL. SAW CUT AND REPAIR

EXISTING PAVEMENT AS NECESSARY.

G. ANTI-CORROSION SUBSTANCE SHALL BE USED AS A BARRIER BETWEEN

ALL DISSIMILAR METALS TO PREVENT CORROSION. USE IDEAL NOALOX

ANTI-OXIDANT COMPOUND OR APPROVED EQUAL.

H. WIRE AND CONDUIT ROUTES AND ELECTRICAL EQUIPMENT LOCATIONS ARE

APPROXIMATE, FIELD VERIFY EXACT INSTALLATIONS.

I. ALL WIRING, CONDUIT, AND TERMINATIONS FURNISHED AND INSTALLED BY

CONTRACTOR.

J. SEE ONE-LINE DIAGRAM FOR WIRING AND CONDUIT REQUIREMENTS.

K. CONTRACTOR SHALL COORDINATE NEW SERVICE AND TRANSFORMER

WITH UTILITY.

L. CONTRACTOR SHALL TAKE NECESSARY MEANS TO PROTECT AND

SUPPORT CABLES TO PREVENT DAMAGE DURING CONSTRUCTION.

PROTECT EXISTING SYSTEMS AND CABLING DURING CONSTRUCTION.

M. MAINTAIN 5' MINIMUM SEPARATION BETWEEN VENTED TERMINAL BOXES

AND OTHER ELECTRICAL EQUIPMENTS.

N. PROVIDE STAINLESS STEEL HARDWARE FOR ALL EQUIPMENT INSTALLED IN

WET WELL; THIS INCLUDES BUT NOT LIMITED TO KELLUM'S CABLE GRIPS,

CABLE RACKS, MOUNTING BRACKETS, BOLTS AND NUTS.

FENCE

41814

5 6

15 16

WET WELL

UNDERGROUND

ELECTRICAL

SERVICE TO

SHEET E-100

FENCE

S O

N N

-0

F, IA

O N

E-101A

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-0

N O

E N

D S

O U

, P

N B

O N

PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 1:18 PM EDITED BY: JSUITS DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\BAILEY LIFT STATION\E-101A ENLARGED ELECTRICAL SITE PLAN- OPTION 2.DWG SOLICITATION SET

E2 ENLARGED ELECTRICAL SITE PLAN - OPTION 2

SCALE: 3/8"=1'-0"

VALVE VAULT

4'0 2' 8'

GENERAL SHEET NOTES

ELECTRICAL KEYNOTES

1. NEW GENERATOR; CONTRACTOR SHALL FURNISH AND INSTALL CONCRETE

PAD.

2. MAINTAIN 5' CLEARANCE ON EACH SIDE OF THE GENERATOR.

3. MAINTAIN 5' MINIMUM BETWEEN WET WELL HATCHES, VENT PIPES, FENCE.

4. NEW MAIN UTILITY CIRCUIT BREAKER DISCONNECT SWITCH.

5. NEW AUTOMATIC TRANSFER SWITCH; SEE ONE-LINE DIAGRAM.

6. NEW MOTOR CONTROL PANEL.

7. VENTED TERMINAL BOX FOR PUMP CABLES AND FLOAT SWITCHES. SEE

SHEET E-102 FOR DETAILS.

8. VENTED TERMINAL BOX FOR SUBMERSIBLE LEVEL SENSOR. SEE SHEET E-102

FOR DETAILS.

9. NEW PUMP #1, PUMP #2 POWER AND CONTROLS, AND FLOAT SENSOR

CONTROL CIRCUITS. SEE ONE-LINE DIAGRAM (MULTIPLE CONDUITS).

10. NEW LEVEL SENSOR CONTROL CIRCUIT; SEE ONE-LINE DIAGRAM. MAINTAIN

MINIMUM 3' CLEARANCE FROM POWER CONDUIT.

11. (2) NEW FLOAT SWITCHES (STACKED). FURNISHED AND INSTALLED BY

CONTRACTOR. SEE SHEET E-105 FOR MOUNTING DETAILS.

12. NEW SUBMERSIBLE LEVEL SENSOR IN STILLING TUBE. SEE SHEET E-105 FOR

STILLING TUBE DETAIL. FURNISHED AND INSTALLED BY CONTRACTOR.

13. PROVIDE LINK SEAL FOR CONDUIT PENETRATIONS INTO WET WELL.

TERMINATE CONDUIT WITH BUSHING. TYPICAL.

14. NEW NATURAL GAS EQUIPMENT METER, GAS REGULATOR, SHUT VALVE ETC.

SEE DETAILS ON SHEET P-100.

15. RELOCATED MISSION COMMUNICATIONS REMOTE MONITORING EQUIPMENT.

16. WP LIGHTING FIXTURE . SEE SHEET E-102 FOR DETAILS. TYPICAL.

17. NEW ALUMINUM EQUIPMENT RACK. WELDED HEAVY DUTY STAINLESS STEEL

SUPPORT FRAME, USING 4"x4" SQUARE VERTICAL POSTED AND 4"x1/2"

STAINLESS STEEL UNISTRUT CROSS BARS. SET POST 36" DEEP IN 16"

DIAMETER. 3000 PSI CONCRETE WITH ASPHALT ROOF CEMENT CORROSION

PROTECTION ON VERTICAL POSTS BELOW GRADE.

18. NEW CT/PT METER CABINET.

19. NEW UTILITY METER BASE AND METER.

20. NEW SHUT OFF VALVE, TEE AND DIRT POCKET.

21. NEW UNDERGROUND NATURAL GAS PIPE FURNISHED AND INSTALLED BY

CONTRACTOR; SEE DETAILS ON…

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

File details come from the government source that posted it. Updated Aug 7, 2020.