W912P621B0017_113479_IHC_CDF_Backup_Power_Service_RTA Plans_20_Aug_2021.pdf

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CHICAGO DISTRICT

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INDIANA HARBOR AND CANAL CONFINED DISPOSAL FACILITY

BACKUP POWER SERVICES

EAST CHICAGO, IN

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SOLICITATION NO.: W912P6-21-B-0017

CONTRACT NO.: W912P6-21-C-0000

ISSUE DATE: 08/2021

CERTIFIED FINAL DOCUMENTS

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PROJECT LOCATION

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THIS PROJECT WAS DESIGNED BY THE

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND REGISTRA-

TION DESIGNATIONS OF INDIVIDUALS APPEAR

ON THESE PROJECT DOCUMENTS WITHIN

THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. SIGNATURES

INDICATE OFFICIAL RECOMMENDATION OF

ALL DRAWINGS IN THIS SET.

REVIEWED BY:

DATE Patrick Deweese, P.E.

ATR TEAM LEADER

9 10

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL FOR ALL

DRAWINGS CONTAINED IN THE SHEET INDEX.

APPROVAL RECOMMENDED BY:

Mike Nguyen

PROJECT MANAGER

APPROVED BY:

JOHN GROBOSKI

JOHN GROBOSKI, P.E.

CHIEF, DESIGN SECTION

DATE

DATE

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File Name Sheet ID No.

113479-63FG71_G--001.dgn G-001 113479-63FG71_G--002.dgn G-002 113479-63FG71_G--003.dgn G-003 113479-63FG71_G--004.dgn G-004 113479-63FG71_ V-001.dgn V-001 113479-63FG71_8-101.dgn 8-101 113479-63FG71_8-102.dgn 8-102 113479-63FG71_8-103.dgn 8-103 113479-63FG71_8-104.dgn 8-104 113479-63FG71_CS-101.dgn CS-101 113479-63FG71_CS-102.dgn CS-102 113479-63FG71_CS-501.dgn CS-501 113479-63FG71_ED-101.dgn ED-101 113479-63FG71_EE-501.dgn ES-101 113479-63FG71_ES-101.dgn EE-501 113479-63FG71_SS-101.dgn SS-501 113479-63FG71_R-001.dgn R-001 113479-63FG71_R-002.dgn R-002 113479-63FG71_R-003.dgn R-003 113479-63FG71_R-004.dgn R-004 113479-63FG71_R-005.dgn R-005 113479-63FG71 R-006.dgn R-006

2 I

SHEET INDEX

Description

COVER SHEET

SHEET INDEX, GENERAL NOTES, LEGEND AND SYM BOLS

SITE ACCESS

WORK LIMITS AND STAGING AREA

SURVEY CONTROL SHEET

BORING-WEST PLAN AND PROFILE

BORING-NORTH PLAN AND PROFILE

BORING-EAST PLAN AND PROFILE

BORING-SOUTH PLAN AND PROFILE

CIVIL SITE PLAN

SOUTH END EXISTING CONDITIONS

TYPICAL MONITORING WELL SECTION AND DETAILS

ELECTRICAL DEMOLITION SHEET

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS

CONCRETE FOUNDATIONS DETAILS

REFERENCE-C-02- GRADIENT CONTROL PLANS

REFERENCE-C-18- GRADIENT CONTROL PLANS

REFERENCE-C-188- GRADIENT CONTROL PLANS

E-02 POWER DISTRI BUTION FUNCTIONAL DIAGRAM

E-01A- LAYOUT PLAN AREA 4

C-05- LAYOUT PLAN AREA 4

1 :25:20 PM 8/20/2021 PD: AEC_pdf.pltc:fg DS: AEC_Screen.dscript

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STANDARD ABBREVIATIONS

NTS

MIN

V H s

VIF

MH

COR

SSP

RCP

CMP

□TM

ACOE

COE

OSI

NAVO

FH

CL

FF

GF

EW

MW

WP

EHH

EMH

LCP

NOT TO SCALE

MINIMUM

VERTICAL

HORIZONTAL

PIPE SLOPE

VERIFY IN FIELD

MANHOLE

CONTRACTING OFFICER'S REPRESENTATIVE

STEEL SHEET PILE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

DIGITAL TERRAIN MODEL

ARMY CORPS OF ENGINEERS

CORPS OF ENGINEERS

OCEAN SURVEYS, INC.

NORTH AMERICAN VERTICAL DATUM

FIRE HYDRANT

CENTERLINE

FINISH FLOOR

GRADE AT FOUNDATION

EXTRACTION WELL

MONITORING WELL

WELL POINTS

ELECTRICAL HANDHOLE

ELECTRICAL MANHOLE

LOCAL CONTROL PANEL

6 I 7 I 8 I 9 I 10

GENERAL NOTES

1. SEE SHEET V-001 FOR SURVEY DATA AND CONTROL INFORMATION.

2. SEE SPECIFICATIONS FOR BORING LOGS.

3. R-SHEETS ARE HISTORIC ARCHIVIAL DRAWINGS PROVIDED AS REFERENCE TO SHOW THE HIGH PROBABLITY OF ENCOUNTERING SUBSURFACE OBSTRUCTIONS. USAGE MAKES NO CLAIM REGARDING THE ACCURACY OF THESE DRAWINGS.

7 7 7 7 7 7

--x--

:0:

I I I I

--OH--

GRAVEL ROAD TO BE

SHARED WITH OTHERS

ROAD - GRAVEL

FENCE LINE

TRAFFIC SIGNAL

MANHOLE

POLE

LIGHT POLE

RAILROAD LINE

WORK LIMITS

OVERHEAD POWER LINES

CUT OFF WALL/SLURRY WALL

BOTTOM OF DITCH

MONUMENT

LEGEND

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--------- 7 50 _____..-c::: ,':::;:, X 732.3

X w.v.

'-V

'-V '-V ig ELECTRIC MANHOLE

G.M.H. (@) GRATED MANHOLE

G.D. � GRATE DRAIN

� AIR MONTORING PAD BY OTHERS

LETTER OF

SECTION

OR DETAIL

B 's�

SHEET NUMBER - \__SHEET NUMBER

WHERE SECTION WHERE SECTION

OR DETAIL IS OR DETAIL IS

TAKEN SHOWN

SECTION MARKER

GROUND/GRADE

FIRE HYDRANT

FLAG POLE

POST

DROP INLET

CATCH BASIN

CULVERT

LOCATED OBJECT

INDEX CONTOUR

INTERMEDIATE CONTOUR

APPROXIMATE CONTOUR

DEPRESSION CONTOUR

EXISTING GROUND SPOT ELEVATION

WATER VALVE

SHRUB

GRASS/TURF

FIRE HYDRANT

MONITORING WELL INSTALLED

BY PATRICK ENGINEERING INC.

MONITORING WELL INSTALLED

BY ENVIRONMENTAL RESOURCE

EXTRACTION WELL

EXISTING OR PROPOSED MONITORING WELL

CDF MONITORING WELL

LETTER OF

SECTION

OR DETAIL

A

SHEET NUMBER - \__SHEET NUMBER

WHERE SECTION WHERE SECTION

OR DETAIL IS OR DETAIL IS

TAKEN SHOWN

NUMBER OF

SECTION

OR DETAIL

SECTION TITLE

)::;NUMBER

WHERE SECTION

OR DETAIL IS

SHOWN

SECTION TITLE

US Army Corps of Engineers® enw l o en z ....I ....lo

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ACCESS FOR HEAVIER VEHICLES

PROPOSED LOCATION FOR GENERATOR

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GENERAL NOTES

LEGEND

A1

T R

U E N

SITE ACCESS

SCALE: N.T.S.

REQUIRED.

CONSTRUCTION AND DIKE RAISE CONSTRUCTION) COORDINATION WILL BE

THERE WILL BE AT LEAST TWO MORE CONTRACTORS ON SITE, (TREATMENT PLANT 3.

SITE CONTRACTORS, THE COR, AND FACILITY MANAGER.

CONTRACTOR SHOULD COORDINATE STAGING AND STORAGE AREA WITH OTHER 2.

SUITABLE FOR VEHICLES LARGER THAN A PICK-UP TRUCK.

NORTH GATE ENTRANCE RAMP HAS AN APPROXIMATE INCLINE OF 10% AND IS NOT 1.

ACCESS ROAD

®of Engineers

US Army Corps

U .S

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BUILDINGS

EXISTING

DECONTAMINATION PAD AND STRUCTURE

SHEETS FOR DETAILS.

REFER TO ELECTRICAL

BACKUP SYSTEM.

OF ELECTRICAL

PROPOSED LOCATIONS

STAGING AREA

PROPOSED

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SCALE: 1" = 140'-0"

Y=2334718.9278

X=2841953.8243

Y=2331011.4185

X=2841933.0331

Y=2331330.1060

X=2842082.1934

Y=2331414.3381

X=2842039.1780

Y=2331285.4760

X=2842182.4018

Y=2334105.8751

X=2842055.1177 Y=2334271.1177

X=2842099.1647

Y=2334400.7299

X=2842194.2328

Y=2334492.0621

X=2842327.1781

Y=2334535.3034

X=2842530.4414

Y=2334614.3870

X=2842689.4131

Y=2334490.4200

X=2842742.6670

Y=2334498.3885

X=2842987.8050

Y=2334339.4718

X=2843105.6580

Y=2334303.2143

X=2843366.8372

Y=2333835.2639

X=2843891.6530

Y=2333895.2861

X=2844001.5022

Y=2333761.7879

X=2844037.4156 Y=2333521.9238

X=2844057.3113

Y=2333660.3644

X=2843952.1514

Y=2331280.9680

X=2843840.1310

Y=2331380.2286

X=2843940.8265

Y=2330966.4479

X=2844052.0191

WORK LIMITS AND STAGINA AREA

DURING MONITORING WELLS MODIFICATION.

WILL BE REQUIRED, IT MIGHT EFFECT PRODUCTIVITY ESPECIALLY

SHARE WORK LIMITS DURING CONTRACT DURATION. COORDINATION

DREDGING CONTRACTOR AND IHC DIKE RAISE CONTRACTOR THAT WILL

THERE WILL BE AT LEAST TWO OTHER CONTRACTORS ON SITE, 1.

NOTE:

U .S

A R

M Y C

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P S O

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IHC-CDF-1

IHC-CDF-2 IHC-CDF-3

IHC-CDF-4

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POINT

NORTHING (Y) EASTING (X)

ELEV.

ELEV. DESCRIPTION

IN WEST NAD83 STATEPLANE COORDINATES

NAVD88

IHC-CDF-1

IHC-CDF-2

IHC-CDF-3 2331106.59

2334422.33

2333490.56

BRONZE DISK

BRONZE DISK

BRONZE DISK

HORIZONTAL & VERTICAL CONTROL POINTS

GENERAL NOTES

TO NGS MONUMENT DI0731.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET. (GEOID 12b)

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

OF 1983 (NAD83) U.S. FEET.

PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE

MAY 2018 SURVEYS.

MONUMENT DATA SHOWN ON THIS SHEET WAS VERIFIED DURING THE

REPRESENTS CONDITIONS EXISTING AT THAT TIME. THE CONTROL

SURVEYS PERFORMED IN MAY 2018 BY USACE CHICAGO DISTRICT AND

1. THE SURVEY CONDITIONS SHOWN ON THIS PLAN SET ARE FROM

591.3272844011.46

592.892842010.61

591.0242842254.14

500'0 250'

NN

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NEW DOWNSTREAM CREST

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U E D

A T

E

B

C

D

E

F

G

O J E

C T I

D

F

IL

E N

A M

CLB-39

N

E le v a ti o n ft

KEY:

CLAY (CL)

SILT (ML)

WELL GRADED SAND (SW)

FAT CLAY (CH)

SAND WITH SILT (SP-SM)

POORLY GRADED

SAND (SP)

POORLY GRADED

ORGANIC CLAY (OL)

FILL (MADE GROUND)

WITH CLAY (SP-SC)

POORLY GRADED SAND

CLAYEY SAND (SC)

SANDY GRAVEL (GW)

WELL GRADED

GRAVEL (GP)

POORLY GRADED

SILTY SAND (SM)

DOLOMITE LIMESTONE

CLB-38

EW-01D CLB-37 EW-02B

CLB-36 EW-02D

CLB-35

EW-03A

CLB-33 CLB-31 EW-05C CLB-30

CE-105

CLB-29 CLB-28 CLB-27

CLB-26 CE-103

E le v a ti o n ft

CE-105

CLB-26

CE-103

CLB-27CLB-28

CLB-29

CLB-30

CLB-39 CE-106CLB-38 CLB-35CLB-37 CLB-36 CLB-32 CLB-31CLB-33

EW-01D EW-02B EW-02D EW-03A EW-05A

EW-05C

PD-01

PD-02

CE-106

EW-05A

CLB-32

PD-01 PD-02

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:29:59 PM 8/20/2021

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U .S

A R

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P S O

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IN

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W P -2

-B -0

O J E

C T I

D

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IL

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W P -2

-C -0

C H

IC

A G

O

IL

L

IN

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IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

NORTH

PLAN

TRUE N

125' 250'0 B1

SCALE: NTS

BORING - WEST PLAN AND PROFILE

REFER TO SECTION 00 31 32.13 FOR BORING LOGS.3.

PD-03, AND CLB-05. SEE SHEETS B-501 AND B-503 FOR THOSE BOREHOLES.

CLB-37, EW-01D, CLB-38, CLB-39, CLB-46, CLB-03, CLB-47, CLB-04, CLB-48,

PROFILE BELOW EXCLUDES STRATIGRAPHY FROM BOREHOLES EW-02B, 2.

REFLECT VARIATIONS IN GEOMETRY.

LINES REPRESENTING NEW CREST AND TOE ARE SIMPLIFIED AND DO NOT 1.

GENERAL NOTES

-6

F

G

E A

S T C

H

IC

A G

O

IN

/2

B A

C K

U P P

O W

E R S

E R

V

IC

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-6

F

G

B -1

.d g n

P L

A N A

N D P

R O

F

IL

E

A D

A M K

A R

R

A N

S I

D

B O

R

IN

G W

E S

T

B-101

J A

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L

D A

N F

E R

R

IS

Y U

K I

G A

L

IS

A N

A O P .E

CERTIFIED FINAL DOCUMENTS - RTA

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L C

O N

F

IN

E D D

IS

P O

S A

L F

A C

IL

COINCIDENT WITH BASELINE

EX. DOWNSTREAM CREST

EX. DOWNSTREAM TOE

NEW DOWNSTREAM CREST

NEW DOWNSTREAM TOE

EX. GRADE AT NEW DOWNSTREAM DIKE TOE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

O J E

C T I

D

F

IL

E N

A M le v a ti o n ft

N

KEY:

CLAY (CL)

SILT (ML)

FILL (MADE GROUND)

SAND WITH SILT (SP-SM)

POORLY GRADED

SAND (SP)

POORLY GRADED

WELL GRADED SAND (SW)

EW-12A

EW-09A

EW-10A EW-10C EW-11A

EW-12A

SANDY GRAVEL (GW)

WELL GRADED

EW-10A

EW-10C EW-11A

EW-09A

CLB-22 CE-101CLB-17

E le v a ti o n ft

CLB-17CLB-22 CE-101

29+00

CD-01

CD-01

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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R S

A N

S I

D

W P -2

-B -0

O J E

C T I

D

F

IL

E N

A M

P -2

-C -0

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

NORTH

PLAN

T R

U E N

100' 200'0 B1

SCALE: NTS

B O

R

IN

G N

O R

T H

BORING - NORTH PLAN AND PROFILE

REFER TO SECTION 00 31 32.13 FOR BORING LOGS.3.

PD-03, AND CLB-05. SEE SHEETS B-501 AND B-503 FOR THOSE BOREHOLES.

CLB-37, EW-01D, CLB-38, CLB-39, CLB-46, CLB-03, CLB-47, CLB-04, CLB-48,

PROFILE BELOW EXCLUDES STRATIGRAPHY FROM BOREHOLES EW-02B, 2.

REFLECT VARIATIONS IN GEOMETRY.

LINES REPRESENTING NEW CREST AND TOE ARE SIMPLIFIED AND DO NOT 1.

GENERAL NOTES

J A

N M

E R

L

-6

F

G

A D

A M K

A R

R

CERTIFIED FINAL DOCUMENTS - RTA

E A

S T C

H

IC

A G

O

IN

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L C

O N

F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y /2

Y U

K I

G A

L

IS

A N

A O P .E

B A

C K

U P P

O W

E R S

E R

V

IC

E S

-6

F

G

B -1

.d g n

EX. DOWNSTREAM TOE

NEW DOWNSTREAM TOE

NEW DOWNSTREAM CREST

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

O J E

C T I

D

F

IL

E N

A M le v a ti o n ft

E le v a ti o n ft

N

KEY:

CLAY (CL)

SILT (ML)

SAND WITH SILT (SW-SM)

WELL GRADED

WELL GRADED SAND (SW)

FAT CLAY (CH)

SAND WITH SILT (SP-SM)

POORLY GRADED

SAND (SP)

POORLY GRADED

ORGANIC CLAY (OL)

FILL (MADE GROUND)

WITH CLAY (SP-SC)

POORLY GRADED SAND

CLAYEY SAND (SC)

EX. GRADE AT NEW DOWNSTREAM DIKE TOE

CE-101 CLB-13 BD-04 CLB-11 CLB-09 CLB-08 CLB-06 CLB-49 CLB-05 CLB-48 CLB-04 CLB-47 CLB-03 CLB-46

CLB-48

CLB-05CLB-06

CLB-49

BD-04

CLB-03CLB-04CLB-09

CLB-46

CLB-11

CLB-13 CLB-47

CLB-08

CLB-07

CE-101

PD-03

46+00

71+00

CLB-07 PD-03

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B-103

D A

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A N A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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R S

A N

S I

D

W P -2

-B -0

O J E

C T I

D

F

IL

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A M

P -2

-C -0

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

NORTH

PLAN

TRUE N

100' 200'0 B1

SELECT DRAWING TITLE

SCALE: NTS

REFER TO SECTION 00 31 32.13 FOR BORING LOGS.3.

PD-03, AND CLB-05. SEE SHEETS B-501 AND B-503 FOR THOSE BOREHOLES.

CLB-37, EW-01D, CLB-38, CLB-39, CLB-46, CLB-03, CLB-47, CLB-04, CLB-48,

PROFILE BELOW EXCLUDES STRATIGRAPHY FROM BOREHOLES EW-02B, 2.

REFLECT VARIATIONS IN GEOMETRY.

LINES REPRESENTING NEW CREST AND TOE ARE SIMPLIFIED AND DO NOT 1.

GENERAL NOTES

J A

N M

E R

L

-6

F

G

A D

A M K

A R

R

CERTIFIED FINAL DOCUMENTS - RTA

E A

S T C

H

IC

A G

O

IN

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L C

O N

F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y /2

Y U

K I

G A

L

IS

A N

A O P .E

B A

C K

U P P

O W

E R S

E R

V

IC

E S

-6

F

G

B -1

.d

EX. DOWNSTREAM TOE

NEW DOWNSTREAM TOE

NEW DOWNSTREAM CREST

EX. GRADE AT NEW DOWNSTREAM DIKE TOE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

O J E

C T I

D

F

IL

E N

A M

SWB-07-02SWB-08-02SWB-09-02SWB-12-02SWB-10-02

TCB-03

E le v a ti o n ft

E le v a ti o n ft

88+33

SHEETPILE WALL

N

FOR THOSE BOREHOLES.

PD-03, AND CLB-05. SEE SHEETS B-501 AND B-503

CLB-39, CLB-46, CLB-03, CLB-47, CLB-04, CLB-48,

BOREHOLES EW-02B, CLB-37, EW-01D, CLB-38,

PROFILE BELOW EXCLUDES STRATIGRAPHY FROM

GENERAL NOTE:

KEY:

CLAY (CL)

SILT (ML)

SAND WITH SILT (SW-SM)

WELL GRADED

WELL GRADED SAND (SW)

FAT CLAY (CH)

SAND WITH SILT (SP-SM)

POORLY GRADED

SAND (SP)

POORLY GRADED

ORGANIC CLAY (OL)

FILL (MADE GROUND)

PD-04

SWB-19-02 SWB-18-02

SB-01B SB-06 SB-08 SB-09

SB-10

SWB-1-02

SWB-7-02

SWB-10-02

SWB-1-02

SWB-12-02

SWB-18-02

SWB-8-02SWB-9-02

SWB-19-02

CLB-48

CLB-05

CLB-39

CLB-03

CLB-04

CLB-46

CLB-38

SB-9

CLB-37

SB-6

SB-1B

SB-10

TCB-03

EW-01D

EW-02B

PD-03

0+00

1+00

2+00

3+00

4+00

66+00

67+00

68+00

69+00

70+00

+0

0 CD-02

CD-02

PD-04

SB-8

CLB-47

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:30:56 PM 8/20/2021

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B-104

D A

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A N A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

W P -2

-B -0

O J E

C T I

D

F

IL

E N

A M

P -2

-C -0

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

NORTH

PLAN

100' 200'0 B1

SELECT DRAWING TITLE

SCALE: NTS

B O

R

IN

G S

O U

T H

GENERAL NOTES

REFER TO SECTION 00 31 32.13 FOR BORING LOGS.3.

PD-03, AND CLB-05. SEE SHEETS B-501 AND B-503 FOR THOSE BOREHOLES.

CLB-37, EW-01D, CLB-38, CLB-39, CLB-46, CLB-03, CLB-47, CLB-04, CLB-48,

PROFILE BELOW EXCLUDES STRATIGRAPHY FROM BOREHOLES EW-02B, 2.

REFLECT VARIATIONS IN GEOMETRY.

LINES REPRESENTING NEW CREST AND TOE ARE SIMPLIFIED AND DO NOT 1.

J A

N M

E R

L

-6

F

G

A D

A M K

A R

R

CERTIFIED FINAL DOCUMENTS - RTA

E A

S T C

H

IC

A G

O

IN

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L C

O N

F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y /2

Y U

K I

G A

L

IS

A N

A O P .E

B A

C K

U P P

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E R S

E R

V

IC

E S

-6

F

G

B -1

.d

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

66'-2 3/4"

66'-8 7/8"

66'-6 5/8"

66'-2 7/8"

66'-5"

72'-2 3/4"

72'-6 1/4"

73'-0 1/8"

70'-10 3/8"

70'-10 1/4"

71'-2 1/8"

72'-8 3/8"

72'-10 1/2"

72'-11 1/2"

72'-11 1/8"

72'-8"

72'-7"

72'-7 5/8"

72'-5 5/8"

65'-11 3/4"

65'-11 3/4"

65'-11 5/8"

65'-9 1/2"

66'-2 7/8"

66'-8 3/8"

66'-9 5/8"

67'-1 7/8"

66'-11 3/4"

66'-10"

66'-7 7/8"

66'-4 5/8"

66'-5 1/4"

66'-3 1/4"

66'-2 1/2"

66'-3 1/4"

66'-5 1/4"

66'-7 1/4"

66'-7 1/8"

66'-5"

66'-5 3/4"

66'-6 7/8"

66'-5 5/8"

74'-4 5/8"

74'-6 3/4"

74'-7 5/8"

66'-8 1/8"

66'-8"

BUILDINGS

EXISTING

DECONTAMINATION PAD AND STRUCTURE

SHEETS FOR DETAILS.

REFER TO ELECTRICAL

BACKUP SYSTEM.

OF ELECTRICAL

PROPOSED LOCATIONS

STAGING AREA

PROPOSED

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

O J E

C T I

D

F

IL

E N

A M

1+00

63+00

67+00

51+00

52+00

53+00

56+00

57+00

58+00

60+00

61+00

62+00

65+00

66+00

68+00

69+00

70+00

0+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

50+00

54+00

59+00

64+00

10' X 12' A.M.

E W

C

M W

A

LS-2

EW-01A

MW-01A

MW-01B

EW-01C EW-01B EW-22DEW-01DEW-02A

MW-02A

MW-02B

EW-02C EW-02BEW-02DEW-03A

MW-03A

MW-03B

EW-03C EW-03BEW-03DEW-04A

MW-04A

MW-04B

EW-04C EW-04BEW-04DEW-05A

MW-05A

MW-05B

EW-05C EW-05BEW-05D

EW-08A

E W

D

E W

A

E W

B

E W

C

M W

A

EW-17D EW-18CEW-18BEW-18A

E W

D E

W

B E

W

A

LS-1

MH-2MH-3

VV-1

VV-2

SW-03

SW-04

SW-01 SW-02

CE-101

W E

S T C

E L L

E A

S T C

E L L

INDIANAPOLIS BLVD.

EW-08B

E W

D

EW-06A

MW-06A

MW-06B

EW-06C EW-06BEW-06D

MW-07A

MW-07B

EW-07C EW-07BEW-07D

E W

C

E W

D

E W

A

E W

B

E W

C

E W

D

E W

A

E W

B

E W

C

E W

D

E W

A

M W

B

M W

A

M W

B

M W

A

M W

B

M W

A

EW-07A

E W

B

M W

B

M W

B

E W

A

E W

B

EW-13C

MW-13A

EW-13D

MW-13B

EW-14A MW-14A EW-14CEW-14B EW-14D

MW-14B

EW-15A

MW-15A

EW-15C

EW-15B EW-15D

MW-15B

EW-16A

MW-16A EW-16C

EW-16B

EW-16D

MW-16B

EW-17C

MW-17A

EW-17B

MW-17B

EW-17A MW-18A

MW-18B

E W

D E

W

C M

W

A

M W

B

E W

B E

W

A

E W

D E

W

B E

W

A

E W

B E

W

A

E B

P

P

PP

P

E W

D E

W

C M

W

A

E W

C M

W

A

E W

C M

W

A

M W

B

M H

V

M H

O

V

P

F O

F O

G M

CB

M

A

M

M

M M

P

M M

MWPMW

M

M

P

M

EE

S

A

M

M

M

W

M

M

M

M

M

+0

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

46+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

84+00

85+00

86+00

87+00

M

M

M

M

M

M

TRUE N

A1

SCALE: 1" = 140'-0"

EXISTING SITE CONDITIONS

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

1:31:24 PM 8/20/2021

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A N

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D A

N S I

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-6

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"7

ADMINISTRATION BUILDING

EAST STORAGE FACILITY

ANCHOR WALLANCHOR WALL

TIE-ROD (TYP) TIE-BACK WALL

PROPOSED LOCATION FOR BACKUP SYSTEM

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LEGEND

GENERAL NOTES

A1

SCALE: 1" = 50"-0"

T R

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EXISTING CONDITIONS

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MW-08B

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MW-09B

MW-09A

MW-10B

MW-11A

MW-11B

MW-12A

MW-12B

MW-13A

MW-13B

MW-14A

MW-14B

MW-15A

MW-15B

MW-16A

MW-16B

MW-17A

MW-17B

MW-18A

MW-18B

MW-19A MW-19B

MW-20A

MW-21A

MW-22A

MW-22B

MW-10A

MH-1

LS-1MH-2MH-3MH-4MH-5MH-6MH-7

MH-8

M H -9

M H -1

M H -1

M H -1

M H -1

M H -1

M H -1

MH-16 MH-17 MH-18 MH-19

MH-20

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M H -2

M

H -2

M

H -2

M H -2

MH-1LS-1

MH-2MH-3MH-4MH-5MH-6MH-7

MH-8

MH-21

MH-22

MH-23

MH-24

MH-9

MH-10

MH-11

MH-12

MH-13

MH-14

MH-15

MH-16

MH-17 MH-18 MH-19 LS-2

MH-20

MH-25

EB-01

VAULT

VALVE

VAULT

VALVE

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TRUE N

A1

SCALE: 1" = 150'-0"

MONITORING WELLS LOCATION

MW-22A

MW-21A

MW-20A

MW-19A

MW-18B MW-18A

MW-17B MW17A

MW-16B MW-16A

MW-15B MW-15A

MW-14B MW-14A

MW-13B MW-13A

MW-12B MW-12A

MW-11B MW-11A

MW-10B MW-10A

MW-09B MW-09A

MW-08B MW-08A

MW-07B MW-07A

MW-06B MW-06A

MW-05B MW-05A

MW-04B MW-04A

MW-03B MW-03A

MW02B MW-02A

MW-01B MW-01A

Outside Slurry WallInside Slurry Wall

MONITORING WELLS TO BE UPDATED

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6.780 "

.0

V TO MANHOLE

HW TO WELLS

2-3/4" PVC COAT

.4

.0

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A16R126HCR

Disconnect

Square D

HU361RBGL

Disconnect

Square D

HU361RBGL

Enclosure

A16R126HCR

X

C

IP

P L E

ENCLOSURE

INTRINSICALLY SAFE BARRIER

LEVEL SENSOR

WELL POWER JUNCTION BOX

WELL

EW-01B

1X3WB

WELL

EW-01C

1X3WB

MW-01A

MW-01B

2X3WB

EW-01C

EW-01B

LEVEL TRANSDUCER

INTRINSICALLY SAFE BARRIERS

X

IP

P L E

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P L E

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E Y S

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Back Panel

A16P12

LOCATION

EHH-03

1X3WB

E R

C

E

Y

A P

P L E

T

A1 A5

SCALE: N.T.S.

TYPICAL MONITORING WELL DETAIL

SCALE: N.T.S.

KEYNOTES

Replace Level Sensor As Needed

Replace Conduit As Needed

3" Of Gavel Fill

Concrete Sloping Away from Well Pipe Casing

2" Coupling with 6" Well Pipe Extension

Re-use Well Level Sensor Cable Holder/Grip

Metal Well Information Tag Riveted To Lid

Install 1" Vent Pipe

Install Conduit Seal-Off, C-Fitting and Cable Grips

36" Aluminum Well Casing with Lid

TYPICAL MONITORING WELL ELECTRICAL CONNECTION DETAIL

CONCRETE PAD SHALL BE AT LEAST 2% SLOPED AWAY FROM WELL CASING.

INFO SEE SEPCS SECTION 33 51 39 MONITORING WELLS, PARAGRAPH 2.2.

FOR WELL PIPING EXTENSION, WELL CASING, AND CONCRETE PAD ADDITIONAL 6.

MONITORING WELL LOCATIONS (DESIGNATED AS MW-XXX ON SITE PLAN).

WELLS AS-BUILT DRAWINGS, AND SEE DRAWING R-001, R-002, AND R-003 FOR

SEE REFERENCE DRAWINGS R-004 AND R-005 FOR EXISTING MONITORING 5.

CASING SHALL ALSO INCLUDE SIMILAR WELL CASING CAP TO EXISTING.

RAISED TO EXTEND OUT OF NEW EXTENSION CASING. EXTENSION OF WELL

EXISTING ELECTRICAL WIRING INSIDE OF EXISTING WELL CASING SHALL BE 4.

GROUND SHALL BE SUBMITTED TO GOVERNMENT FOR APPROVAL.

REMOVABLE BY OPERATORS. DESIGN FOR ENCLOSURE AND CONNECTION TO

CONTRACTOR. THE ENCLOSURE SHALL BE WATER-TIGHT, VENTED, AND

ENCLOSURE AND CONNECTION TO GROUND SHALL BE DESIGNED BY THE 3.

TOP OF WELL CASING EXTENSION SHALL BE 6 TO 12 IN ABOVE GRADE2.

EXTENSION BY AN APPROPRIATE CONNECTOR FOR THE REQUIRED MATERIAL.

CURRENT MONITORING WELL CASING PIPE SHALL BE CONNECTED TO NEW

““FIBERGLASS””(GLASS-FIBER-REINFORCED THERMOSETTING-RESIN) PIPE.

SPECIFICATION FOR FILAMENT-WOUND

CONFORMING TO THE APPLICABLE REQUIREMENTS OF ASTM D 2996, STANDARD

NOMINAL INTERNAL DIAMETER, FIBERGLASS REINFORCED PLASTIC

EXTENSION OF MONITORING WELL CASING/RISER PIPE SHALL BE NEW, 2-INCH 1.

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EW-18DEW-19A

M W

A

M W

B

MW-19B

A

M

W

REMOVE EXISTING PAD-MOUNTED SWITCH

CONDUIT TRENCHING

NOT CUTTING INTO THE CLAY CAP FOR

REMOVE 70' BY 3' OF GRAVEL AT A 6" DEPTH OR A DEPTH

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580585

GENERAL NOTES

LEGEND

A1

T R

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TO BE REMOVED

ELECTRICAL DEMOLITION PLAN

SCALE: 1" = 25' -0"

D1

PMS-03 TO BE REMOVED

DO NOT CUT INTO CLAY CAP BELOW GRAVEL ROAD3.

WALL, SLURRY WALL, AND 12” SEWER PIPE.

REFER TO R-008 FOR LOCATIONS OF SOUTH END FEATURES INCLUDING CUTOFF 2.

ABANDONED STRUCTURES/PIPES SHALL BE HANDLED AS DESCRIBED IN 02 65 01.

BELOW GROUND OBSTRUCTIONS AND FLUIDS/FREE PRODUCT FOUND IN

SHALL BE HANDLED AS DESCIBED IN SECTION 31 23 00.00 20. DISPOSAL OF

SECTION 31 23 00.00 20. MATERIAL EXCAVATED ABOVE THE ORIGINAL GROUND

BELOW THE CLAY CAP SHALL BE HANDLED AS DESCRIBED IN SPECFICATION

DISPOSAL OF EXCESS/SURPLUS SOIL MATERIAL EXCAVATED FROM THE SITE 1.

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MW-19B

A

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580585

LEGEND

GENERAL NOTES

A1

SCALE: 1" = 25"-0"

T R

U E N

KEYNOTES

ELECTRICAL SITE PLAN

PROPOSED UNDERGROUND ELECTRICAL

OVERHEAD ELECTRICAL

RIGID CONDUIT

NIPSCO UTILITY POLE , REFER TO R-009 FOR AS-BUILT LOCATION.

WHEN ATS SENSES A POWER FAILURE.

GENERATOR. THIS WILL CARRY WIRING FOR GENERATOR START CONTACTS

ROUTE (1) 2" CONDUIT UNDERGROUND FROM SWITCHGEAR ATS TO

TANK.

300KW, 480VAC, 3 PHASE GENERATOR W/1,000 GALLON SUB-BASE FUEL

TO GENERATOR.

TRENCH 3FT DEEP AND ROUTE (2) 4" PVC CONDUITS FROM TRANSFORMER

INSTALL 480-12470 PAD-MOUNTED STEP-UP TRANSFORMER.

EQUIP ON GENERATOR NOT EXPOSED TO DAMAGE.

LIQUID TIGHT FLEXIBLE METAL CONDUIT MAY BE USED FOR CONDUITS TO

TO SWITCHGEAR. TRANSITION TO RGS FOR ALL ABOVE GRADE CONDUITS.

TRENCH 6IN DEEP AND ROUTE (2) 4" PVC CONDUITS FROM TRANSFORMER

300 FOOT REPLACEMENT FEEDER.

DISCONNECT. COORDINATE WITH NIPSCO TO FURNISH AND INSTALL A NEW

ROUTE NEW LINE FROM UTILITY POLE TO NEW 15KV SWITCHGEAR SERVICE

SEE R-006 FOR ONE-LINE THAT SHOWS ALL THESE CONNECTIONS.

SPLICES SHOULD BE MADE TO CONNECT THROUGH EHH-39 SHOWN IN R-003.

DISCONNECTED FROM PMS-03 THAT INCLUDE TR-07, TR-09 AND TR-A. ALL

INSTALL NEW 15KV SWITCHGEAR AND RECONNECT ALL LINES THAT WERE

GENERATORS FOR ANY CRITICAL EQUIPMENT FOR SHUTDOWN OF THE FACILITY

THE CONTRACTOR SHALL COORDINATE A PLAN WITH THE COR TO USE PORTABLE 3.

DISCREPANCIES TO THE COR.

BE AWARE OF ANY UNDERGROUND UTILITIES AND REPORT ANY CONFLICTS OR 2.

BE FIELD VERIFIED BY THE CONTRACTOR. SEE R-010 FOR LOCATION.

WALL, SLURRY WALL, AND 12" SEWER PIPE. LOCATION OF THE ANCHOR WALL SHALL

REFER TO R-008 FOR LOCATIONS OF SOUTH END FEATURES INCLUDING CUTOFF 1.

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CONDUITS (1 SPARE)

(2) PVC COATED 4" RIGID

(1)#8, 600 V COPPER GND

(1)#6, 15KV COPPER NEUTRAL

(3)#6, 15 KV COPPER,

CONDUITS (1 SPARE)

(2) PVC 5" RIGID

(1)#4/0, 600 V COPPER GND

(3)#4/0, 15 KV COPPER

CONDUITS (1 SPARE)

(2) PVC 5" RIGID

(1)#4/0, 600 V COPPER GND

(3)#4/0, 15 KV COPPER

BATTERIES

CONDUITS (1 SPARE)

(2) PVC COATED 4" RIGID

(1)#8, 600 V COPPER GND

(1)#6, 15KV COPPER NEUTRAL

(3)#6, 15 KV COPPER,

120/240V SECONDARY

12.47KV PRIMARY

25KVA SINGLE PHASE TRANSFORMER

#2 AWG

(SEE NOTE 4)

CONDUIT (1 SPARE)

(2) PVC COATED 3" RIGID

(1)#2, 600V COPPER NEUTRAL

(3)#2, 15KV COPPER

CONDUIT (1 SPARE)

(3) PVC 4" RIGID

(3) 3#300 KCMIL, 1KV XHHW-2 COPPER

AND RECTIFIER

BATTERY CHARGER

120/240 SECONDARY

12.47KV PRIMARY

15 KVA CONTROL POWER TRANSFORMER

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52 52 52

PR PR PR

AC

DC

LEGEND

GENERAL NOTES

300KW

480/277V

PAD-MOUNTED GENERATOR

12.47kV BUS

MAIN 15KV SWITCHGEAR, 1200A BUS, 25KAIC, OUTDOOR NEMA 3R

PR

C1

SCALE: NTS

CONTROL

VCB POWER AND

PROTECTION RELAY AND

125 VDC FOR

FUSE BY OTHERS

EXISTING POLE-MOUNT

GROUND. SEE GENERAL NOTES.

AMPS IS 2457A 3 PHASE, 1827A PHASE TO

FROM UTILITY INDICATED AVAILABLE FAULT

IN 2017 SHORT CIRCUIT ANALYSIS, INFO

EXISTING NIPSCO UTILITY

600A (SEE NOTE 6.)

SWITCHGEAR

125 VDC FROM

125VDC 125VDC 125VDC

80A

ONE-LINE DIAGRAM

(SEE NOTE 7)

ATS

AND JACKET WATER HEATER

RECEPTACLE, BATTERY CHARGER,

ENCLOSURE LIGHTS, CONVENIENCE

TO 300KW GENERATOR

PT

CT

CT

CT

CT

CT

CT CT

480/277 SECONDARY

12.47KV PRIMARY

112.5 KVA EXISTING TR-09 XFMR

120/240 SECONDARY

7.2KV PRIMARY

25 KVA EXISTING TR-07 XFMR

480/277 SECONDARY

12.47KV PRIMARY

500 KVA EXISTING TR-0A XFMR

MFR SIZED

AC

DC

100A

MFR SIZED

12.47KV/7.2KV WYE SECONDARY

480V DELTA PRIMARY

400 KVA PAD-MOUNTED XMFR

EXISTING EHH-39

SWITCH

EXISTING MV

SWITCH

EXISTING MV

SWITCH

EXISTING MV

SWITCH

EXISTING MV

NEC.

ATS. PROVIDE NEUTRAL GROUNDING AND EQUIPMENT GROUNDING PER THE

WITH A CADWELD CONNECTION OF #4/0 COPPER TO THE SWITCHGEAR AND

INTERCONNECTED WITH 4/0 COPPER, CADWELDED TO EACH ELECTRODE,

BEYOND THE NEW PAD WITH DRIVEN RODS AT EACH OF THE FOUR CORNERS,

NEW GROUND RING AROUND THE ENTIRE PAD, APPROXIMATELY 5 FEET

CONSTRUCTION. CONTRACTOR SHALL FURNISH, INSTALL, AND CONNECT A

IT IS EXPECTED THAT THE EXISTING GROUND RING WILL BE DAMAGED DURING 9.

ANALYSIS.

PROTECTION RELAYS. SET 50, 51N AS RECOMMENDED BY THE SHORT CIRCUIT

FEEDER TR-A, TR-7, AND TR-9 SET 51 AT 25A. SUBMIT TCC FEEDERS FOR 8.

CIRCUIT ANALYSIS.

50 SETTING, AND OTHER ANSI FUNCTION SETS AS DETERMINED BY THE SHORT

INCLUDING A PROTECTIVE RELAY WITH ANSI 50, 51, 51N, 27, RATED 600A, 200A

SIGNAL. THE ATS SHALL BE SUPPLY RATED FOR SERVICE ENTRANCE BY

MINUTES. THE OPEN TRANSITION ATS SHALL SEND A GENERATOR START

COMM. POWER (80% VOLTAGE AND DEFAULT FREQUENCY SETTING) FOR 15

PROVIDE AN AUTOMATIC TRANSFER SWITCH AS SHOWN UPON LOSS OF 7.

CIRCUIT ANALYSIS SHALL INCLUDE TCC CURVES DEMONSTRATING THE SAME.

PROTECTION WHILE ALLOWING TRANSFORMER INRUSH CURRENTS. SHORT

SUBMIT CALCULATIONS AND TIME CURRENT CURVES DEMONSTRATING

AND ALLOW TRANSFORMER INRUSH CURRENT WITHOUT NUISANCE TRIPPING.

SHORT CIRCUIT ANALYSIS REQUIRED HEREIN TO PROTECT THE EQUIPMENT

600A, SHORT TIME AND INSTANTANEOUS SETTINGS IN ACCORDANCE WITH THE

LSI SETTINGS AS REQUIRED CONSISTENT WITH THE NEC. LONG TIME SETTING

CONTRACTOR SHALL PROVIDE AN ELECTRONIC TRIP CIRCUIT BREAKER WITH 6.

PROTECTION.

ACCORDANCE TO SECTION 26 2 01.00 10 COORDINATED POWER SYSTEM

THE POWER COMPANY FOR THE SHORT-CIRCUIT ANALYSIS REQUIRED IN

CONTRACTOR SHALL OBTAIN UP TO DATE AVAILABLE FAULT CURRENT FROM 5.

WILL BE DAMAGED DURING THE WORK.

THE TRANSFORMERS AS SHOWN. IT IS ANTICIPATED THAT THESE FEEDERS

FEEDERS IN THE NEW SWITCHGEAR AND IN THE MV SWITCHES ADJACENT TO

FOR TR-7, 700 FEET FOR TR-9 AND 400 FEET FOR TR-A. TERMINATE THESE NEW

CONDUCTOR. THE ESTIMATED LENGTH OF THESE CONDUCTORS IS 700 FEET

SIZES ARE (3) 2 AWG PHASE CONDUCTORS AND (1) 2 AWG NEUTRAL

SECTIONS OF THE FEEDERS THAT FEED CIRCUITS TR-07, TR-09, AND TR-A. THE

FOR BIDDING PURPOSES, CONTRACTOR SHALL REMOVE AND REPLACE THE 4.

POWER SERVICE FEEDER.

THAT IT WILL NOT BE POSSIBLE TO REUSE THE EXISTING COMMERCIAL

FOR REPLACEMENT AND CONNECTIONS OF THE FEEDER. IT IS ANTICIPATED

UTILITY SHALL BE REPLACED, CONDUCTORS ONLY. COORDINATE WITH NIPSCO

FOR BIDDING PURPOSES, THE INCOMING POWER FEEDER FROM THE SERVICE 3.

TR-9 FEEDER.

THE TR-A FEEDER, 40 SECONDS FOR THE TR-7 FEEDER, 1 MINUTE FOR THE

STAGGERED TIME DELAYS AFTER RESTORATION OF POWER: 20 SECONDS FOR

LOGIC IN THE PROTECTION RELAYS TO CLOSE THE FEEDER BREAKERS AT

CIRCUIT BREAKERS UPON LOSS OF COMMERCIAL OR STANDBY POWER. USE

AND CONTROL. USE LOGIC IN THE PROTECTION RELAY TO OPEN THE FEEDER

VOLTAGE OVERCURRENT PROTECTION DEVICES FOR FEEDER PROTECTION

RELAYS WITH ANSI DEVICES IN ACCORDANCE WITH 26 05 70.00 40 HIGH

ALL 15 KV CIRCUIT BREAKERS SHALL UTILIZE ELECTRONIC PROTECTION 2.

ASSUME EVERYTHING IS NEW UNLESS STATED OTHERWISE1.

MFR SIZEDMFR SIZED

ATS

CURRENT TRANSFORMER

LIGHTNING AND SURGE PROTECTIVE DEVICE

WYE CONNECTION

DELTA CONNECTION

BATTERY

BATTERY CHARGER

POTENTIAL TRANSFORMER

AUTOMATIC TRANSFER SWITCH

PROTECTION RELAY

CIRCUIT LINE TERMINATOR

CIRCUIT BREAKER DRAWOUT

FUSE

GROUND

TRANSFORMER

CIRCUIT BREAKER

GENERATOR

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GRANULAR FILL

8" COMPACTED

GRANULAR FILL

8" COMPACTED

3" CLEAR COVER TOP BOTTOM AND SIDES

GRANULAR FILL

8" COMPACTED

3" CLEAR COVER TOP BOTTOM AND SIDES 3" CLEAR COVER TOP BOTTOM AND SIDES

#6 @ 12" O.C., TOP AND BOTTOM #6 @ 12" O.C., TOP AND BOTTOM #6 @ 12" O.C., TOP AND BOTTOM

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6'-9"

1'-0" 1'-0"SEE NOTE 5

5'-10"

1'-0" 1'-0"SEE NOTE 5

8'-6"

1'-0"

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SCALE: 1/4" = 1'

GENERATOR FOUNDATION PLAN

GENERATOR PAD ELEVATION

TRANSFORMER FOUNDATION PLAN

SCALE: 1/4" = 1'

SCALE: 1/4" = 1'

TRANSFORMER PAD ELEVATION

SCALE: 1/4" = 1'

SWITCHGEAR FOUNDATION PLAN

SCALE: 1/4" = 1'

SWITCHGEAR PAD ELEVATION

SCALE: 1/4" = 1'

EQUIPMENT SIZE AND WEIGHT.

INTERIOR CONCRETE PAD DIMENSIONS SUBJECT TO CHANGE BASED ON 6.

EACH END, WITH AT LEAST 4" LAP LENGTH.

TOP AND BOTTOM STEEL REINFORCEMENT GRIDS SHALL BE SPLICED AT 5.

COMPACTED GRAVEL.

EXCAVATE EXISTING TOPSOIL TO EXTENTS OF PAD, AND BACKFILL WITH

EXISTING SUBBASE IS NOT COMPACTED GRAVEL ON ALL SIDES, THEN

SUBBASE OF ALL CONCRETE PADS SHALL BE 8" COMPACTED GRAVEL. IF 4.

BE 3"

CLEAR COVER FOR ALL REINFORCEMENT TOWARDS ALL SURFACES SHALL 3.

CHAMFER ALL EXPOSED CORNERS 3/4"2.

COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.

ALL CAST IN-PLACE CONCRETE SHALL HAVE A SPECIFICED MINIMUM 1.

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