W912P622B0008_463527_Lake_Station_Phase2B_RTA_PLANS.pdf

PDF 11 MB Posted Aug 26, 2022

Attached to: CROSSROADS LIFT STATION PHASE 2B, LAKE STATION, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P622B0008
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 27, 2023

This notice solicits bids for the construction project "Crossroads Lift Station Phase 2B, Lake Station, Lake County, Indiana." The United States Army Corps of Engineers - Chicago District will acquire construction of a new 1,600 gallon per minute lift station including pumps, electrical and control panels at least 2 feet above the 100-year flood elevation. Optional work includes an emergency generator, enclosure and abandonment of the existing lift station. The North American Industry Classification System code is 237110 and the small business size standard is $39.5 million. The estimated cost of construction is between $1,000,000 and $5,000,000. Bids are due by September 26, 2022 and must be submitted through the federal procurement system www.sam.gov. The point of contact is Ericka Hillard at the Chicago District office.

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Other files

File	Type	Posted
Bid Opening Results W912P622B0008 Crossroads Lift Station Phase 2B.pdf	PDF	Sep 26, 2022
Amendment 0002 W912P622B0008 Crossroads Lift Station Phase 2B.pdf	PDF	Sep 16, 2022
Attendance Sheet Pre-Bid Meeting W912P622B0008 Crossroads Lift Station Phase 2B.pdf	PDF	Sep 13, 2022
Amendment 0001 W912P622B0008 Crossroads Lift Station Phase 2B.pdf	PDF	Sep 9, 2022
Solicitation and Project Specifications W912P622B0008 Crossroads Lift Station Phase 2B.pdf	PDF	Aug 26, 2022

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SOLICITATION NO.:

CONTRACT NO.:

AWARD DATE:

CERTIFIED FINAL DOCUMENTS:

CHICAGO DISTRICT

NORTHEAST END SEWER REROUTE, PHASE 2B

CROSSROADS LIFT STATION REPLACEMENT

LAKE STATION, INDIANA

W912P622B0008

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:3.5602087 EDIT DATE: 2/9/21 - 7:12 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\PHASE 2B\G-001 - TITLE SHEET.DWG

STATE OF

11500233

D R

N M

N D

S H

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 MAP AND SHEET INDEX

2 G-002 LEGEND, ABBREVIATIONS AND GENERAL NOTES

3 G-003 REAL ESTATE DRAWING

4 V-001 SURVEY CONTROL AND BENCHMARK DATA

5 C-100 SITE PLAN - OVERALL

6 C-101 PLAN AND PROFILE - SANITARY SYSTEM - LINE "F1"

7 C-102 PLAN AND PROFILE - SANITARY SYSTEM - LINE "F1"

8 C-400 LIFT STATION DETAILS

9 C-401 LIFT STATION DETAILS

10 C-500 STANDARD DETAILS

11 C-501 EROSION CONTROL DETAILS

12 E-100 ELECTRICAL SITE PLAN

13 E-101 ELECTRICAL BUILDING PLAN

14 E-102 ELECTRICAL ONE-LINE DIAGRAM - NEW WORK

15 E-103 INSTRUMENTATION AND CONTROL - ONE-LINE DIAGRAM

16 E-104 EXISTING PANELBOARD SCHEDULE

17 E-105 PUMP CONTROL PANEL - EXTERIOR LAYOUT

18 E-106 PUMP CONTROL PANEL - INTERIOR DETAILS

19 E-107 PUMP CONTROL PANEL - WIRING DIAGRAM

20 E-108 PUMP CONTROL PANEL - WIRING DIAGRAM - CONTINUED

21 E-109 MAIN PLC CONTROL PANEL AND EQUIPMENT LAYOUT

22 E-110 MAIN PLC CONTROL PANEL - WIRING DIAGRAM

23 E-111 MAIN PLC CONTROL PANEL - WIRING DIAGRAM - CONTINUED

24 E-112 MAIN PLC CONTROL PANEL - WIRING DIAGRAM - CONTINUED

25 E-113 MAIN PLC CONTROL PANEL - WIRING DIAGRAM - CONTINUED

26 E-114 GENERAL ELECTRICAL DETAILS

27 E-115 GENERAL ELECTRICAL DETAILS - CONTINUED

28 P-100 LP GAS GENERAL DETAILS

LOCATION MAP

(1"=500')

PROJECT

LOCATION

R U

. J

I-94

21ST AVENUE

U N

S T.

21ST AVENUE

./U

22ND AVENUE

MARQUETTE ROAD

S T.

20TH PLACE

20TH AVE.

20TH COURT

18TH AVENUE

G S

S T.

O S

N S

MICHIGAN AVE.

22ND AVENUE

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 12:58 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\PHASE 2B\G-002 - GEN-NOTES.DWG

STATE OF

11500233

D R

, A

O N

D G

G-002

GENERAL NOTESABBREVIATIONSLEGEND

A/C AIR CONDITIONING

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ARV AIR RELEASE 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

CPT 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

TP 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.

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

P/E P/E PERMANENT EASEMENT LINE

VENT

RIGHT OF WAY MONUMENT

C/E C/E TEMPORARY CONSTRUCTION EASEMENT LINE

SANSANSANSANSANSANSANSANSANSAN

P/E P/E P/E

SAN

C /E

C/E C/E

SAN

P/E P/E P/E P/E

P/E P/E

P/E

30"

24"

X X

XXXXXXXXXXXX

XXX

TBM

SAN

CPT #601

FM FM FM FMFM

FM FM FM FM FM FM

FM FM FM FMFM

FM FM FM FM FM FM

N:2307823.35 E:2908867.11

N:2307853.65 E:2908974.59

N:2307619.01 E:2908924.73

N:2307577.21 E:2908897.30

N:2307547.90 E:2908941.97

N:2307588.86 E:2908970.68

N:2307565.58 E:2909006.17

N:2307723.73 E:2909011.22

N:2307703.76 E:2909041.65

N:2307974.20 E:2909202.06

N:2307953.78 E:2909236.46

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

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S, IN

N A

C H

O D

C H

O , I

-2

N O

E N

D S

O U

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E 2B

N C

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O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 8:16 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\PHASE 2B\G-003 - REAL ESTATE.DWG

STATE OF

11500233

D R

G-003

A1 REAL ESTATE DRAWING

SCALE: 1"=20'

NOTE:

ALL WORK SHALL BE PERFORMED IN

EXISTING RIGHT OF WAY OR EASEMENTS

ACCESS ROAD

20' 40'0

LIMITS OF CONSTRUCTION

AREA = 0.9352 ACRES

OAK TREE FARM, LLC

TRUSTEE'S DEED

INST #2011018205

PARCEL NO. 45-09-08-300-005.000-021

CFJ PROPERTIES

WARRANTY DEED

INST #98083350

PARCEL NO. 45-09-08-426-001.000-021

CONSTRUCTION LAYDOWN AND

TRAILER LOCATION EASEMENT

AREA = 0.0622 ACRES

STATE OF INDIANA

BOOK 1127, PAGE 129-130

CITY OF LAKE STATION

ON BEHALF OF LAKE STATION

SANITARY DISTRICT

INST #2013017952

CITY OF

LAKE STATION

CITY OF

LAKE STATION

CITY OF

LAKE STATION

PARCEL NO. 45-09-08-476-001.000-021

PARCEL NO'S:

45-09-08-426-020.000-021 45-09-08-426-015.000-021 45-089-08-426-009.000-021 45-09-09-301-007.000-21

DITCH

GENERAL SHEET NOTES

SHEET KEYNOTES

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.

1. 15" PVC SDR26 SANITARY SEWER @ 0.20% SLOPE

2. 6" D.I. CONNECTOR

3. 48" SANITARY MANHOLE

4. 84" SANITARY MANHOLE

5. PROPANE TANK (PAD ELEV. 596.30)

6. GENERATOR (PAD ELEV. 596.30)

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

EXISTING MANHOLE

9. STONE PAVING

10. LOCATION OF 48" MANHOLE IS APPROXIMATE. CONTRACTOR SHALL VERIFY

EXISTING 8" SEWER LOCATION AND DEPTH PRIOR TO CONSTRUCTION AND

PROVIDE INFORMATION TO ENGINEER.

11. CONTRACTOR SHALL ABANDON EXISTING MANHOLE BY REMOVING TOP 5' OF

STRUCTURE AND FILLING WITH SAND.

1 4

TBM 1

CPT 601

TBM 60

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

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U C

T, IN

R O

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S, IN

N A

C H

O D

C H

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-2

N O

E N

D S

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N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 12:59 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\PHASE 2B\V-001 - SRV-CTRL.DWG

STATE OF

11500233

U E

C H

K D

C O

O L

V-001

CPT XXX

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 #860, 5'±

NORTHWEST SIDE OF DRIVE, 90'± NORTH OF LIFT STATION.

ELEV:596.04

TBM #60

MAG SPIKE IN NORTHEAST FACE OF COMBINATION POLE 341/556, 1' UP, 250'±

SOUTHWEST OF EXISTING LIFT STATION, WEST SIDE OF ACCESS ROAD

ELEV:594.05

600'0 300'

CONTROL POINT DATA

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 XXX

MAG NAIL #601

N:2307793.2408 / E:2909091.7836

Rebar Set sto ne d riv e

NW chainlink fence corner post of lift station;59.82' lift st at ion

SE chainlink fence corner post of lift station;31.50'

SW chainlink fence corner post of lift station;22.70'

Mag Nail in west face utility pole 341/557;2' up 44.02'

30"

48" twin

6"8"

24"

X X

XXXXXX

X X

XXX

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

TBM

SAN

SANSANSANSANSANSANSANSAN

592591

596597598

597597

588589 590591 592593

594 59

587588

588589

59159259359

CPT #601

E E E E E

592 591

FM FM FM

FM FM FM FM FMFM

FM FM FM

FM FM FM FM FM

SANSANSANSANSANSANSANSANSANSAN

P/E P/E P/E

SAN

C /E

C/E C/E

SAN

SANP/E

P/E

P/E P/E

P/E

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

A1 SITE PLAN - OVERALL

SCALE: 1"=20'

D R

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 1:10 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\PHASE 2B\C-100-SP.DWG

STATE OF

11500233

OAK TREE FARM, LLC

TRUSTEE'S DEED

INST #2011018205

CFJ PROPERTIES

WARRANTY DEED

INST #98083350

20' 40'0

App. P .L.

APP. P.L.

(stone over asphalt)(stone over asphalt)

(farm fence)

(stone) (woods) gate gate

(farm fence)

(chainlink fence)

(access door) propane tank

(brush)

183 Sq Ft pump house

ex. 10" force main (assumed location)

EX. R/W

ACCESS ROAD

(woods)

(field)

8" di exist sanitary mh tr:594.41 inv(ne):579.33

10" pvc

8" pvc

8" p vc

8" pvc

8" pvc10" di

10" di

6" fm

ex. 6" force main (assumed location)

DITCH

100 YEAR

FLOOD PLAIN

EL. 596.0

EX. R/W

APP. P.L.

STATE OF INDIANA

BOOK 1127, PAGE 129-130

CITY OF LAKE STATION ON

BEHALF OF LAKE STATION

SANITARY DISTRICT

INST #2013017952

CITY OF LAKE STATION

CITY OF

LAKE STATION

CITY OF

LAKE STATION

GENERAL SHEET NOTES

SHEET KEYNOTES

TEMPORARY

CONSTRUCTION

EASEMENT

exist sanitary mh tr:593.05 inv(sw):585.94 top of force main inv(ne):585.94 top of force main inv:584.91 bottom of structure direction only 8" di exist sanitary mh tr:593.04 inv(sw):579.19 inv(se):579.26± hard to inv ladder blocks access inv(nw):585.90 (abandoned) inv(nw):579.46 (abandoned) inv(ne):579.59 inv(ne):584.54 exist sanitary mh tr:592.30 inv(nw):578.70 inv(s):587.30 invert at elbow

(SEE NOTE 4)

direction only Stub??

direction only 8" pvc

SILT FENCE

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.

1. 15" PVC SDR26 SANITARY SEWER @ 0.20% SLOPE

2. 6" D.I. CONNECTOR

3. 48" SANITARY MANHOLE

4. 84" SANITARY MANHOLE

5. PROPANE TANK (PAD ELEV. 596.30)

6. GENERATOR (PAD ELEV. 596.30)

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

EXISTING MANHOLE

9. STONE PAVING

10. LOCATION OF 48" MANHOLE IS APPROXIMATE. CONTRACTOR SHALL VERIFY

EXISTING 8" SEWER LOCATION AND DEPTH PRIOR TO CONSTRUCTION AND

PROVIDE INFORMATION TO ENGINEER.

11. CONTRACTOR SHALL ABANDON EXISTING MANHOLE BY REMOVING TOP 5' OF

STRUCTURE AND FILLING WITH SAND.

RESTORATION LEGEND

STONE REPLACEMENT

SEE SHEET C-102

DITCH

(stone over asphalt)

(woods)

(brush)

(field)

(woods)

10" di10" di

6" fm 6" fm

A1 PROFILE STA. 10+00 TO STA. 14+00

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

N E

"F 1"

A N

D P

R O

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

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STATE OF

11500233

App . P

.L.

15" PVC SDR 26 @ 0.20%EX. R/W

ACCESS ROAD

1. ALL FORCE MAIN SHALL BE DUCTILE IRON RESTRAINED JOINT

(D.I.R.J.)

2. ALL MANHOLE CASTINGS AT OR BELOW ELEVATION 596.00

SHALL HAVE BOLT DOWN WATERTIGHT CASTINGS.

GENERAL SHEET NOTES

20' 40'0

D1 PLAN STA. 10+00 TO STA. 14+25

SCALE: 1"=20'

REMOVE CAP ON EX. 6" PIPE AND CONNECT

TO EX. FORCE MAIN AFTER SUCCESSFUL

OPERATION AND TESTING OF LIFT STATION

RESTRAIN TO NEXT JOINT

ALONG EX. FORCE MAIN IF

LOCATED WITHIN 4' OF FITTING

SHEET KEYNOTES

1. STONE PAVING

RESTORATION LEGEND

STONE REPLACEMENT

P/E P/E P/E

SAN

C /E

C/E C/E

P/E P/E P/E P/E

P/E P/E

P/E

24"

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

588589 590591 592593

594 59

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

590590

FM FM FM FMFM

FM FM FM FM

FM FM FM FMFM

FM FM FM FM

6" 45° D.I.R.J. BEND

N: 2307636.37 E: 2909031.98

5 59

STR. NO. S100

STR. NO. S101

STR. NO. S102 (SEE NOTE 2)

48" SANITARY DROP MANHOLE

N:2307647.36 E:2909019.81

13+00 14+00

N E)

N W

):5

. N O

. S

5' -0

EXISTING GROUND

S) :5

V( W

):5

. N O

. S

N ):5

):5

. N O

. S

PROPOSED

GRADE

145 LF OF 15" SDR 26 PVC SANITARY SEWER @ 0.20%

INV. 577.56

10+00

11+00

12+00

13+00

14+00

(stone over asphalt)

(stone) (woods) gate gate

(chainlink fence)

(access door) propane tank

(brush) (brush)

183 Sq Ft pump house8" di exist sanitary mh tr:594.41 inv(ne):579.33

15" pvc

8" pvc direction only stub?

8" pvc

10" di

6" fm

A1 PROFILE STA. 14+00 TO STA. 16+16

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

N E

"F 1"

A N

D P

R O

C-102

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

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STATE OF

11500233

App . P

.L.

15" PVC SDR 26 @ 0.20%

APP. P.L.

ACCESS ROAD

DITCH APP. P.L.

APP. P.L.

D1 PLAN STA. 14+00 TO STA. 14+25

SCALE: 1"=20'

20' 40'0

1. LOCATION OF EXISTING SEWER IS APPROXIMATE. CONTRACTOR SHALL

VERIFY EXISTING 8" SEWER LOCATION AND DEPTH PRIOR TO CONSTRUCTION

AND PROVIDE INFORMATION TO ENGINEER.

2. ALL MANHOLE CASTINGS AT OR BELOW ELEVATION 596.00 SHALL HAVE BOLT

DOWN WATERTIGHT CASTINGS.

GENERAL SHEET NOTES

exist sanitary mh tr:593.05 inv(sw):585.94 top of force main inv(ne):585.94 top of force main inv:584.91 bottom of structure exist sanitary mh tr:593.04 inv(sw):579.19 inv(se):579.26± hard to inv ladder blocks access inv(nw):585.90 (abandoned) inv(nw):579.46 (abandoned) inv(ne):579.59 inv(ne):584.54 exist sanitary mh tr:592.30 inv(nw):578.70 inv(s):587.30 invert at elbow direction only 8" d.i.

15" PVC SDR 26 @ 0.20%

SEE NOTE 1

SHEET KEYNOTES

1. STONE PAVING

2. CONTRACTOR SHALL ABANDON EXISTING MANHOLE BY REMOVING TOP 5' OF

STRUCTURE AND FILLING WITH SAND.

RESTORATION LEGEND

STONE REPLACEMENT

LIFT STATION ABANDONMENT SHALL CONSIST OF:

· REMOVE PUMPS AND MECHANICAL/ELECTRICAL EQUIPMENT

· REMOVE FENCING

· REMOVE STONE PAVING

· REMOVE FLOW METER STRUCTURE

· 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

· CONTRACTOR SHALL COORDINATE WITH OWNER FOR REMOVAL OF

PROPANE TANK.

DEMOLITION NOTES

SEE DEMOLITION NOTES

ACCESS ROAD

P/E

30"

48" twin

6"8"

24"

XXX

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

SAN

58958

588587

588589 590591 592593

594 59

590 590

588589

59159259359

FM FM FM

STR. NO. S103

84" SANITARY MANHOLE

WITH WATERTIGHT CASTING

N:2307878.80 E:2909157.12

14+00 15+00

STR. NO. S104

48" SANITARY MANHOLE

WITH WATERTIGHT CASTING

N:2307947.13 E:2909218.17

N E)

):5

. N O

. S

124 LF OF 15" SDR 26 PVC SANITARY SEWER @ 0.20%

EXISTING GROUND

BOTTOM OF MANHOLE SUMP: 577.00

):5

V( N

E) :5

. N O

. S

92 LF OF 15" SDR 26 PVC SANITARY SEWER @ 0.20%

14+00

15+00

16+00

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

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STATE OF

11500233

C-400D7 LIFT STATION PLAN VIEW BELOW TOP SLAB

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

18" PVC

" D

.I.

O R

C E

PVC

3'- 0"

3'-

0" M

72" Ø FLOW METER VAULT

SANITARY SEWER

SUBMERSIBLE PUMP

(FUTURE PLACEMENT)

" D

.I.

O R

C E

60" Ø STRUCTURE

SUBMERSIBLE PUMP

(SEE SPECIFICATIONS)

SUBMERSIBLE PUMP

(SEE SPECIFICATIONS)

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

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STATE OF

11500233

C-4010 2' 4'1'A1 LIFT STATION SECTION

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

NOTES:

1. VALVE VAULT TO BE CONSTRUCTED 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 3315 OR APPROVED EQUAL RATED

AT 1,600 GPM @ 209' TDH.

EL. 596.5

FENCE POST

EL. 571.2

STRUCTURE BASE

INV. 577.56

18" PVC PIPE

S.S. GUIDE RAIL

48"x108" 3 DOOR ALUMINUM CHANNEL FRAME HATCH w/

SAFETY GRATE AND DRAIN

18" PVC SANITARY SEWER

8" D

.I.

G E

8" D.I. 90° BEND

3'-0"

MIN.

FENCE POST

LOW LEVEL ALARM

PUMPS OFF

LEAD PUMP ON

LAG PUMP ON

HIGH LEVEL ALARM

STRUCTURE BASE

EL. 571.2

EL. 572.7

EL. 573.0

EL. 576.0

EL. 577.0

EL. 578.0

EL. 573.0

PUMP OFF

EL. 576.0

LEAD PUMP ON

EL. 577.0

LAG PUMP ON

EL. 571.2

STRUCTURE BASE

S.S. CABLE HOLDER

LEVEL SENSOR SET

LIFT STATION PUMP

12" LONG S.S. LIFTING CHAIN

NYLON ROPE

TO EXPLOSION PROOF JUNCTION BOX

(SEE ELECTRICAL PLANS)

EL. 572.7

LOW LEVEL ALARM

EL. 578.0

HIGH LEVEL ALARM

D R

D D

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

-2

N O

E N

D S

O U

, P

E 2B

N C

R O

O N

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STATE OF

11500233

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 02600

TRENCH 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, 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.

COMPACTED #53/#73

AGGREGATE BACKFILL, PLACE OVER

NON-WOVEN GEOTEXTILE FABRIC,

MIN. 3 OUNCES AT LIFT STATION SITE

COMPACTED SUBGRADE

STONE DRIVE SECTION

NOT TO SCALE

SANITARY SEWER

BENCH SLOPE = 1/2" PER FOOT

TROUGH WIDTH = PIPE DIAMETER

STANDARD MANHOLE BENCHES

NOT TO SCALE

NOTES:

1. MANHOLE SHALL CONFORM TO ASTM C-478.

2. JOINTS SHALL CONFORM TO ASTM C-433.

3. PIPE CONNECTIONS TO MANHOLES SHALL BE MADE WITH WATERTIGHT FLEXIBLE RUBBER BOOTS WITH STAINLESS STEEL BANDS OR FLEXIBLE WATERTIGHT GASKETS. ACCEPTABLE PRODUCTS ARE: KORE-N-SEAL AS MANUFACTURED BY CORE AND SEAL COMPANY, DURA-SEAL III AS MANUFACTURED BY DURA TECH, INC., PSX AS MANUFACTURED BY THE PRESS SEAL GASKET CORPORATION, OR APPROVED EQUAL. PIPE SEAL SHALL MEET ASTM C-443.

4. PIPE OPENINGS IN BASE AND RISER SECTIONS SHALL BE FORMED OR CORE-DRILLED.

5. ALL MANHOLE CASTINGS AT OR BELOW ELEVATION 596.00 SHALL HAVE BOLT DOWN WATERTIGHT CASTINGS.

6" M

24"

VARIES

DIA

3" M

TOP OF CONCRETE BASE AT SPRING LINE

OF PIPE WHERE POURED IN PLACE.

FINISH GRADE

STANDARD PRECAST CONCRETE MANHOLE

(FOR PIPE SIZES 8" TO 24")

NOT TO SCALE

PRECAST CONCRETE INTEGRAL MANHOLE

BOTTOM 6" FOR 48" MANHOLE; 8" FOR

MANHOLE GREATER THAN 48"

12" OF #8 CRUSHED STONE

BEDDING UNDER BASE

REINFORCING STEEL PER ASTM C-478

"O" RING GASKETED JOINT BETWEEN

ALL RISER AND CONE SECTIONS PER

ASTM C443 PLUS 12" EXTRUDED

GASKET MATERIAL, KENT SEAL NO.2

GROUT FILLED

PRECAST ADJUSTING RINGS,

2" MIN., 12" MAX.

CONCRETE ADJUSTING RINGS UTILIZED TO RAISE MANHOLE

FRAME AND COVER TO FINISH GRADE. KENT-SEAL NO. 2

BETWEEN ALL RINGS & CASTING. TROWABLE BUYTL

RUBBER BACKPLASTER 14" MINIMUM THICKNESS WHEN DRY.

2" BELOW BOTTOM OF ADJUSTING RINGS AND COVERING

BASE OF CASTING

ASTM C478 PRECAST CONCRETE MANHOLE SECTION.

REPLACE CONE WITH FLAT TOP WHEN DEPTH IS

5'-6" OR LESS AND ANY INSTALLATION WHERE

MANHOLE EXTENDS MORE THAN 18" ABOVE GRADE.

MINIMUM SLOPE

1/2" PER FOOT

MANHOLE STEPS AT 16"

ON CENTER (SEE DETAIL)

C.I. MANHOLE FRAME AND COVER

SECTION "A-A"

1" 1" d1

2d1

16"

41 4" d1 2d1

41 4"

16" d

RISER RING THICKNESS

PER MANHOLE DETAIL

O-RING JOINT FOR MANHOLE SECTIONS

NOT TO SCALE

MANHOLE FRAME ADJUSTING RING AND GASKET DETAIL

NOT TO SCALE

PLACE 1/2" DIAMETER

EXTRUDABLE PREFORMED

GASKET MATERIAL IN KEYWAY

PRECAST CONCRETE ADJUSTING

RING OR FLANGE OF CASTING

"O" RING GASKETED JOINT, NOMINAL 1/2"

BUTYL RUBBER BASE EXTRUDABLE

PREFORMED GASKET MATERIAL (TYP.) PER

ASTM C-990 (KENT SEAL NO. 2 OR APPROVED

EQUAL)

1/ 2"

4" -1

63°

RUBBER GASKET E-Z STICK OR

EQUAL PER ASTM C-443

NOMINAL 1/2" BUTYL RUBBER BASE

EXTRUDABLE PREFORMED GASKET MATERIAL

(TYP.) PER ASTM C-990 (KENT SEAL NO. 2 OR

APPROVED EQUAL)

ADJUSTING RING PLAN

NOTE:

1. "d" = WALL THICKNESS

D R

N C

O N

L D

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

-2

N O

E N

D S

O U

, P

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N C

R O

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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.

NOTE:

BASIN SHOULD BE CLEARLY

MARKED FOR CONCRETE WASHOUT.PLAN

SECTION

' M

10' MIN.

GRAVEL PAD

6" MIN. NO. 2

CRUSHED STONE

ORANGE SILT FENCE OR

CONSTRUCTION FENCE

3' M

CONCRETE WASHOUT DETAIL

NOT TO SCALE

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

SAN

P/E

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 1:48 PM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-100 - CROSSROADS LIFT STATION ELECTRICAL SITE PLAN.DWG

IA TE

C R

R O

E-100

E1 LIFT STATION ELETRICAL SITE PLAN

SCALE: 1"=5'

0 5' 10'

ELE

CTR

BUILD

PROPANE

TANK PAD 1

VALV

E V

AULT

ET W

ELL

GENERATOR

PAD

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 12:17 PM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-101 - CROSSROADS LIFT STATION ELECTRICAL BUILDING PLAN.DWG

IA TE

G P

C R

R O

E-101

E2 LIFT STATION ELECTRICAL EQUIPMENT LAYOUT PLAN

SCALE: 1/2"=1'0"

0 2' 4'1'

E3 LIFT STATION EXISTING LIGHTING AND RECEPTACLE PLAN

SCALE: 1/2"=1'0"

0 2' 4'1'

9 11 10

6 6

16 16

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:50 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-102 - CROSSROADS LIFT STATION ELECTRICAL ONE-LINE DIAGRAM.DWG

IA TE

N E-

E D

O R

K C

R O

O N

E-102

E4 ELECTRICAL ONE-LINE DIAGRAM - NEW WORK

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:50 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-103 - CROSSROADS LIFT STATION INSTRUMENTATION AND CONTROL

DIAGRAM.DWG

IA TE

R U

O N

A N

D C

O N

L O

N E-

E D

C R

R O

E-103

E5 INSTRUMENTATION AND CONTROL ONE-LINE DIAGRAM

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:50 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-104 - CROSSROADS LIFT STATION PANELBOARD SCHEDULE.DWG

IA TE

G P

D S

C H

R O

O N

E-104

E6 EXISTING ELECTRICAL PANELBOARD SCHEDULE

DRIVE BYP

PUMP #1

VFD

OFF

ON FAULT

TEMP RESET SEAL

DRIVE BYPASS

HAND AUTO

OFF

HAND AUTO

OFF

DRIVE MODE

PILOT DEVICE DETAIL

BYPASS MODE

OFF

DRIVE BYP

PUMP #1

VFD

OFF

ON FAULT

TEMP RESET SEAL

DRIVE BYPASS

HAND AUTO

OFF

HAND AUTO

OFF

DRIVE MODE BYPASS MODE

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:50 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-105 - CROSSROADS LIFT STATION PUMP CONTROL PANEL DETAILS.DWG

IA TE

P C

O N

R L

U T

C R

R O

E-105

E7 PUMP CONTROL PANEL DETAILS - EXTERIOR PANEL LAYOUT, TYPICAL OF 2

GROUND BAR

OFF

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:50 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-106 - CROSSROADS LIFT STATION PUMP CONTROL PANEL DETAILS.DWG

IA TE

P C

O N

R D

R O

O N

E-106

E8 PUMP CONTROL PANEL DETAILS - INTERIOR PANEL LAYOUT, TYPICAL OF 2

L1 L2 L3

TVSS

PHASE MONITOR

DISTRIBUTION BLOCK

FAN

LIGHT

UPS

PANEL FAN

PANEL RECEPTACLE

PANEL LIGHT

PANEL UPS

TO PLC

UPS-120 UPS-N

N P

O N

C K

HEATER

VARIABLE

FREQUENCY

DRIVE

SUBMERSIBLE PUMP

480VAC, 400A, 3PH, 60Hz

160HP; 190 FLA; TYPICAL OF 2

LOAD REACTOR

MOTOR CONTACTOR

MS1

SOFT STARTER

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:49 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-107 - CROSSROADS LIFT STATION PUMP CONTROL PANEL DETAILS.DWG

IA TE

P C

O N

G R

R O

O N

E-107E9 PUMP CONTROL PANEL WIRING DIAGRAM, TYPICAL OF 2

MOTOR SENSOR

PROTECTIVE DEVICE

MOTOR SENSOR

CABLES PUMP

BLU

GRN

YEL

MSPR

MOTOR SENSOR

PROTECTIVE DEVICE

MOTOR SENSOR

CABLES PUMP

BLU

GRN

YEL

MSPR

RTM PUMP #1 RUN TIME METER

DRIVE-BYPASS IN "DRIVE" POSITION TO PLC

DRIVE IN "AUTO" POSITION TO PLC

BYPASS IN "AUTO" POSITION TO PLC

DRIVE-BYPASS IN "BYPASS" POSITION TO PLC

PLC-TDR2 FOR SUBMERSIBLE PUMP #2

DO-CR2: SUBMERSIBLE PUMP #2

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:49 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-108 - CROSSROADS LIFT STATION PUMP CONTROL PANEL DETAILS.DWG

IA TE

P C

O N

G R

-C

O N

C R

R O

E-108E10 PUMP CONTROL PANEL WIRING DIAGRAM - CONTINUED, TYPICAL OF 2

ENC.

TYPE 4

GracePort® Interface P-R2-B3RX

ETHERNET

MAIN PLC CONTROL PANEL

PUMP #1 PUMP #2

HAND OFF AUTO

RUNNING FAILED

HAND OFF AUTO HAND OFF AUTO

PUMP #3

RUNNING FAILED RUNNING FAILED

FLOAT PLC

MODE FLOAT/PLC

Allen-Bradley

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:49 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-109 - CROSSROADS LIFT STATION MAIN PLC CONTROL PANEL.DWG

IA TE

N P

O N

A N

D E

Q U

O U

T C

R O

O N

E-109

E11 MAIN PLC CONTROL PANEL AND EQUIPMENT LAYOUT

NOT TO SCALE

MAIN PLC CONTROL PANEL ENCLOSURE

MAIN PLC CONTROL EQUIPMENT PANEL

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:49 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-110 - CROSSROADS LIFT STATION MAIN PLC CONTROL PANEL.DWG

IA TE

N P

O N

G R

R O

O N

E-110E12 MAIN PLC CONTROL PANEL WIRING DIAGRAM

NOT TO SCALE

NOTE:

- THE CONTRACTOR/PANEL FABRICATOR SHALL BE RESPONSIBLE FOR THE FINAL SELECTION OF

COMPONENTS, LAYOUT, FABRICATION, WIRING AND TESTING; ALL SUBJECT TO SHOP DRAWING

REVIEW. THESE DETAILS ARE INTENDED TO INDICATE SCOPE OF WORK, QUALITY

REQUIREMENTS, AND EXPECTATIONS.

- SIGNAL POINTS SHOWN ARE SHOWN AS MINIMUM REQUIREMENTS.

PFR

UPS

UPSR1 UPSR1

UPS FAIL CONTACTOR

MINIMUM 20A CONTACT

RATING

ALLEN BRADLEY

CONTROLLOGIX

L81E

POWER SUPPLY

FAILURE TO PLC

UPS FAILURE

TO PLC

SPD PHOENIX

PLUGTRAB

FAIL TO PLC

SHOWN AS WIRED IN PARALLEL. IF

WIRED IN SERIES, PROVIDE A BYPASS

BREAKER.

ETHERNET

SWITCH

GENERAL POWER FAIL

TO PLC

OUTPUT

24VDC

G N L

INPUT

120VAC

OUTPUT

24VDC

G N L

INPUT

120VAC

OUTPUT

24VDC

INPUT

24VDC

INPUT

24VDC

5A 5A 5A POWER

SUPPLIES

REDUNDANCY

MODULE

ANALOG

DEVICES

PANEL MOUNT

SCADA HMI

1500VA

UPS

UPSR1 UPSR1

L1 N

F1-5A

F2-5A

L1 NL1U NU+24VDC -24VDC

IN-0

IN-1

IN-2

IN-3

IN-4

IN-5

IN-6

IN-7

IN-8

IN-9

IN-10

IN-11

GND-1

IN-12

IN-13

IN-14

IN-15

+24VDC

XXXX

120V SURGE PROTECTION DEVICE

XXXX

UPS FAILURE/IN BYPASS

XXXX

24VDC POWER SUPPLY FAIL

XXXX

HIGH LEVEL FLOAT

XXXX

PUMP #1 PANEL POWER FAIL STATUS

XXXX

PUMP #1 SS FAIL STATUS

XXXX

PUMP #1 RUN STATUS

XXXX

PUMP #1 BYPASS IN AUTO POSITION

XXXX

PUMP #1 OVERTEMP STATUS

XXXX

PUMP #1 SEAL FAIL STATUS

XXXX

GND-1

XXXX

120V CONTROL POWER LOSS

XXXX

SYSTEM IN FLOAT MODE

XXXX

PUMP #1 PANEL PHASE FAIL STATUS

-24VDC

CONTROLOGIX

1756-IB16 16 POINT

DIGITAL INPUT MODULE

GND-0

NOT TO SCALE

POWER WIRING DIAGRAM

NOT TO SCALE

DIGITAL INPUT MODULE #1 WIRING DIAGRAM

IN-0

IN-1

IN-2

IN-3

IN-4

IN-5

IN-6

IN-7

IN-8

IN-9

IN-10

IN-11

GND-1

IN-12

IN-13

IN-14

IN-15

+24VDC

XXXX

PUMP #1 DRIVE IN AUTO POSITION

XXXX

GND-1

XXXX

-24VDC

CONTROLOGIX

1756-IB16 16 POINT

DIGITAL INPUT MODULE

GND-0

SPARE

NOT TO SCALE

DIGITAL INPUT MODULE #2 WIRING DIAGRAM

SPARE

PUMP #1 IN DRIVE POSITION

PUMP #1 IN BYPASS POSITION

PUMP #1 VFD FAIL STATUS

PUMP #2 PANEL POWER FAIL STATUS

PUMP #2 SS FAIL STATUS

PUMP #2 RUN STATUS

PUMP #2 BYPASS IN AUTO POSITION

PUMP #2 OVERTEMP STATUS

PUMP #2 SEAL FAIL STATUS

PUMP #2 PANEL PHASE FAIL STATUS

PUMP #2 IN DRIVE POSITION

PUMP #2 IN BYPASS POSITION

PUMP #2 VFD FAIL STATUS

PUMP #2 DRIVE IN AUTO POSITION

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

E 2B

N C

R O

O N

SOLICITATION SETPLOT SCALE: 1:3.560209 EDIT DATE: 4/18/22 - 8:49 AM EDITED BY: IAHMED DRAWING FILE: X:\2020\2020113 LAKE STATION IN BAILEY STREET LS AND CROSSROADS LS\CROSSROADS LIFT STATION\PHASE 2B DESIGN\E-111 - CROSSROADS LIFT STATION MAIN PLC CONTROL PANEL.DWG

IA TE

C O

N U

C O

O L

G D

C R

R O

E-111E13 MAIN PLC CONTROL PANEL WIRING DIAGRAM - CONTINUED

NOT TO SCALE

IN-0

IN-1

IN-2

IN-3

IN-4

IN-5

IN-6

IN-7

IN-8

IN-9

IN-10

IN-11

GND-1

IN-12

IN-13

IN-14

IN-15

+24VDC

XXXX

GENERATOR RUN STATUS

XXXX

GENERATOR COMMON FAIL STATUS

XXXX

GENERATOR LOW WATER TEMP WARNING

XXXX

GENERATOR LOW GAS PRESSURE WARNING

XXXX

GND-1

XXXX

GENERATOR HIGH COOLANT TEMP WARNING

-24VDC

CONTROLOGIX

1756-IB16 16 POINT

DIGITAL INPUT MODULE

GND-0

NOT TO SCALE

DIGITAL INPUT MODULE #3 WIRING DIAGRAM

IN-0

IN-1

IN-2

IN-3

IN-4

IN-5

IN-6

IN-7

IN-8

IN-9

IN-10

IN-11

GND-1

IN-12

IN-13

IN-14

IN-15

+24VDC

XXXX

ATS FAIL STATUS

XXXX

GND-1

XXXX

-24VDC

CONTROLOGIX

1756-IB16 16 POINT

DIGITAL INPUT MODULE

GND-0

SPARE

NOT TO SCALE

DIGITAL INPUT MODULE #4 WIRING DIAGRAM

SPARE

PROPANE TANK LOW STATUS

ATS IN EMERGENCY POSITION

ATS IN NORMAL POSITION

SPARE

RUN COMMAND

SUBMERSIBLE PUMP #1

CR-DO1

RUN COMMAND

SUBMERSIBLE PUMP #2CR-DO2

PLC FAULTEDCR-DO4

HIGH LEVEL ALARM BEACONCR-DO5

SPARECR-DO3

---CR-DO6

---CR-DO7

---CR-DO8

---CR-DO9

---CR-DO10

---CR-DO12

---CR-DO13

---CR-DO11

---CR-DO14

---CR-DO15

--CR-DO16

CONTROLLOGIX

1756-OB16I

DIGITAL OUTPUT MODULE

-24VDC+24VDC

OUT-0

OUT-1

OUT-2

OUT-3

OUT-4

OUT-5

OUT-6

OUT-7

RTN-0

DC-0+

RTN-0

DC-0+

OUT-8

OUT-9

OUT-10

OUT-11

OUT-12

OUT-13

OUT-14

OUT-15

NOT TO SCALE

DIGITAL OUTPUT MODULE…

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File details come from the government source that posted it. Updated Aug 26, 2022.