Drawings Amendment 0003.pdf

PDF 43 MB Posted Jan 22, 2021

Attached to: DISPERSAL BARRIER FACILITIES OPERATION AND MAINTENANCE, ROMEOVILLE, WILL COUNTY, ILLINOIS
Solicitation number: W912P621B0005
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details of a federal contract solicitation for dispersal barrier facilities operation and maintenance services in Romeoville, Illinois. The solicitation is issued by the U.S. Army Corps of Engineers Chicago District and seeks bids from small businesses for staffing, equipment, and materials to provide daily operator services and annual inspections and testing of bridge cranes, diesel generators, and other facility equipment. Bids are due by January 29, 2021. The contractor will be required to maintain and operate the USACE Chicago Sanitary and Ship Canal aquatic nuisance species dispersal barrier facility.

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Other files

File	Type	Posted
SIXTH AMENDMENT ISSUED AND NUMBERED AS 0008 W912P621B0005 FB FAC SVCS.pdf	PDF	Feb 1, 2021
FIFTH AMENDMENT ISSUED AND NUMBERED AS 0007 W912P621B0005.pdf	PDF	Jan 29, 2021
FOURTH AMENDMENT ISSUED AND NUMBERED AS 0006 W912P621B0005.pdf	PDF	Jan 28, 2021
THIRD AMENDMENT ISSUED AND NUMBERED AS 0005 W912P621B0005 FB FAC SVCS.pdf	PDF	Jan 26, 2021
SECOND AMENDMENT ISSUED NUMBERED AS 0004 - IFB W912P621B0005 FAC SVCS FB.pdf	PDF	Jan 22, 2021
FIRST AMENDMENT ISSUED NUMBERED AS 0003 - w rEV SOW IFB W912P621B0005 FAC SVCS FB.pdf	PDF	Jan 22, 2021
solicitation W912P621B0005 Dispersal Barrier Facilities Operation and Maintenance.pdf	PDF	Jan 13, 2021

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SITE PLAN

COMED SUB STATION

SIGN

BARRIER 2A GENERATOR

PEDESTRIAN GATE

DOUBLE SWING GATE

POWER QUALITY BUILDING

2A COOLING TANK

PULSE GENERATING BUILDING

SIGNS

DUCTBANK WALKWAY

DOUBLE SWING GATE

COMED IIB TRANSFORMER

TRANSFORMER

PARASITIC SWITCH

AIR CONDITIONER

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US Army Corps

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...\40 - Geospatial Data\Drawings\CAD_BIM\05_Civil\Drawings\Sheet File - Civ

DRAFT

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(UNPAVED)

OLD ROMEOVILLE RD

(UNPAVED)

OLD ROMEOVILLE RD

METAL SHED

G R

A V E L R

O A D

S H

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T O

SCALE:

DRAWING AREA TITLE

40' 80'0

(UNPAVED)

OLD ROMEOVILLE RD

BARRIER IIA BUILDING

DUCTBANK WALKWAY

DOUBLE SWING GATE

DOUBLE SWING GATE PEDESTRIAN GATE

DOUBLE SWING GATE

GATE

PEDESTRIAN

GATE

PEDESTRIAN

DOUBLE SWING GATE

GATE

PEDESTRIAN

TRANSFORMER

GEAR BUILDING

PARALLELING

PARASITIC SWITCH

STREAMFLOW MONITORING STATION

AIR CONDITIONER

RECTIFIERS

AIR CONDITIONER

TRANSFORMER

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PARKING LOT

BARRIER IIB BUILDING

PERMANENT BARRIER BUILDING

(UNPAVED)

OLD ROMEOVILLE RD

(PAVED)

OLD ROMEOVILLE RD

BARRIER IIB BACK-UP GENERATORS

S H

E E

T O

SCALE:

DRAWING AREA TITLE

40' 80'0

DOUBLE SWING GATE

PEDESTRIAN GATE

DEMONSTRATION BARRIER

GENERATORS

PERMANENT BARRIER I BACKUP

SIGN

RACEWAY

COMED

DEMONSTRATION BARRIER GENERATOR

RACEWAY

AIR CONDITIONER

TRANSFORMER

SWITCHGEAR

AIR CONDITIONERS

AIR CONDITIONER

RECTIFIERS

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CONTROL GEAR AND BACK-UP POWER BUILDING

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40' 80'0

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SCALE:

40' 80'0

WEST BANK, SOUTH SIGN

WEST BANK, NORTH SIGN

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SIGN

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US Army Corps

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SCALE:

40' 80'0

EAST BANK SIGN

UNPAVED ROAD

U N

P A

V E

D A

C C

E S

S R

O A

S H

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T O

BARRIER 2B BACK-UP GENERATORS

BARRIER 2A GENERATOR

MAINTENACE

SHED

BUILDING

CONC WALK

C P "U

S A

C E

- 1

E L

F O

U N

D D

BLDG

BARRIER 2B BUILDING

BARRIER 2A BUILDING

POWER QUALITY BUILDING

OF A FOOT

UNITS ARE IN FEET AND TENTHS

VERTICAL DATUM IS NAVD 88

ILLINOIS EAST ZONE

HORIZONTAL DATUM IS NAD 83 (2007)

OF A FOOT

UNITS ARE IN FEET AND TENTHS

VERTICAL DATUM IS NAVD 88

ILLINOIS EAST ZONE

HORIZONTAL DATUM IS NAD 83 (2007)

LEGEND

GRAVEL PATH

G R

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PATH

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GRAVEL PATH

SIGN

METAL MOORING

LIGHT POLE

UTILITY VAULT

CLEANOUT

SPLICE BOX

FENCE LINE

HANDRAIL

TREE LINE

DECIDUOUS TREE

POWER POLE

MANHOLE

SIGN

METAL MOORING

LIGHT POLE

GUY WIRE

JUNCTION BOX

VENT PIPE

GROUNDING HANDHOLE

HEAVY DUTY HANDHOLE

GUARDPOST

UTILITY VAULT

CLEANOUT

SPLICE BOX

CHICAGO SANITARY AND SHIP CANAL

BRIDGE PIER

GRAVEL PATH

G R

A V E L P

G A

T E

RAILROAD CROSSING

BIT

PARKING

BIT

PARKING

BITUMINOUS ROAD

GRAVEL ROAD

GRAVEL

TRANSFORMER

AC UNIT

WATER PUMP

TRANSFORMER

STEEL HATCH

AC UNIT

TRANSFORMER

STEEL HATCH

CONC PAD

GRAVEL ROAD

TRANSFORMER

AC UNIT

ELECTRICAL

CABINET

AC UNIT

TRANSFORMER

AC UNIT

GENERATOR

AC UNIT

TOP OF RAILS

GATE

GRAVEL PATH

G R

A V E L P

A T

G R

A V

E L A

R E

G R

A V

E L A

R E

CONC WALK

CONC WALK CONC WALK

CONC WALK

B R

U S

H A

R E

BRUSH AREA

GRAVEL PATH

G R

A V

E L P

A T

GRAVEL PATH

G R

A V

E L P

A T

CONC WALK

BRUSH AREA

GATE

G A

T E

GATE

GENERATOR

CHICAGO SANITARY

AND SHIP CANAL

30'030' 15'

SCALE: 1" = 30'

CONC. WALK

PERMANENT BARRIER BUILDING (PB1)

CONTROL

GEAR AND

BACK-UP POWER

BUILDING

BITUMINOUS ROAD

CONC. WALK

DEMONSTARTION BARRIER BUILDING

P E

R M

A N

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T B

A R

R B

A C

K -U

P G

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P E

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K -U

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O R

600.1

591.8

593.6

593.8

599.3

612.3

612.6

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1 58

589.1

588.0

589.1

587.0

588.3

587.9

588.0

588.1

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595.4

597.7

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594.5

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593.6

595.5

596.2

591.6

590.8

590.0

589.6

592.6

590.3

594.0

595.8

597.3

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598.4

600.4

599.2

600.0

600.4

598.7

598.1

597.5

600.4

600.0

600.1

596.3

599.6

598.2

593.6

588.0

585.0

584.8

584.9

585.0

597.0

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597.9

598.0

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598.0

600.1

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601.6

602.3 601.1

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598.3597.8

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598.1

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599.0

600.0

598.1

592.0

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599.1

600.1

598.1

N S

C P "U

S A

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- 1

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CONC. WALK

GATE

D D D

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350KW SPANG 1.5MW SPANG 1.5MW SPANG

FE FE

FE FE FE FE

FE FE

LOWER HALLWAY

SPANG AND PULSER ROOM 1

ROOM 1

LOWER MECHANICAL

ALCOVE 1

LOWER EQUIPMENT

ROOM 1

SWITCH GEAR

STORAGE ROOM 1

SPANG AND PULSER ROOM 2

ROOM 2

LOWER MECHANICAL

ALCOVE 2

LOWER EQUIPMENT

STORAGE ROOM 2

ROOM 2

SWITCH GEAR

ROOM

MECHANICAL

NORTH

ROOM

ELECTRICAL

NORTH

LOADING DOCK AREA

P105

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P103 P105

P107

P108

P109 P110 P114

P114 P112

P113

CORRIDOR

P101

P101P101

MECHANICAL ROOM ELECTRICAL ROOM

CLOSET

STORAGE

ROOM

PUMP

LADIES MENS

CORRIDOR

IT TECH WORKSHOP

SERVER ROOM

LOBBY

CORRIDOR

ELEV

P102

ROOM

MECHANCAL

ELEVATOR

CONFERENCE ROOM

U P

U P109

109A

111 112

101A101A

MECHANICAL

BATTERY

104A

ELECTRICAL

Switchboard Apparatus Inc. (Square D)

MAIN SWITCHBOARD

(Schneider) (Accusine)

HF #1

(Schneider) (Accusine)

HF #2

(Schneider) (Accusine)

HF #3

(Schneider) (Accusine)

HF #4

(Schneider) (Accusine)

HF #5

(Schneider) (Accusine)

HF #6

(Schneider) (Accusine)

HF #7

PLC CABINET

Eaton Powerware

UPS-1

Eaton Powerware

UPS-2

Battery Cabinets

SWBD

ON TOP

MS-UPS

EE E E EE

15+80

S T

A .1

P O

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A .1

P C

STA.15+84

STA.15+99

S T A . 1

P I

R A

D -9

-95.00'

10+20

11+60

11+80

12+00

STA.10+0

STA.

S T

A .1

P C

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A .1

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A .1

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RAD 50.00'

R A

STA.

®of Engineers

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SCALE: 1" = 100' 100' 200'0

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TRUE N

EAST BANK SIGNS

SCALE: 3/32" = 1' 0 8' 32'16'

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PLAN

TRUE N

WEST BANK SIGNS

SCALE: 3/32" = 1' 0 8' 32'16'

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PLAN

TRUE N

CO-101 CO-102 CO-103 CO-104 CO-105 CO-106 CO-107

C-108 C-109C-109

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BRIDGE PIER

RAILROAD CROSSING

GRAVEL ROAD

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TOP OF RAILS

GATE

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BARRIER 2A GENERATOR

BARRIER 2A BUILDING

RECTIFIER

BARRIER

RECTIFIER

BARRIER

RECTIFIER

BARRIER

POWER QUALITY BUILDING

BARRIER 2A RACEWAY

GRAVEL ROAD

TRANSFORMER

AC UNIT

WATER PUMP

TOP OF RAILS

GATE

CONC. WALK

589.1

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589.1

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Switchboard Apparatus In

c. (Square D)

MAIN SWITCHBOARD

(Schneider) (Accusine)

HF #1

(Schneider) (Accusine)

HF #2

(Schneider) (Accusine)

HF #3

(Schneider) (Accusine)

HF #4

(Schneider) (Accusine)

HF #5

(Schneider) (Accusine)

HF #6

(Schneider) (Accusine)

HF #7

PLC CABINET

Eaton Powerware

UPS-1

Eaton Powerware

UPS-2

Battery Cabinets

SWBD

ON TOP

MS-UPS

U .S

A R

M Y C

O R

P S O

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CO102

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BARRIER 2B BUILDING

GRAVEL ROAD

TRANSFORMER

STEEL HATCH

AC UNIT

STEEL HATCH

TOP OF RAILS

CONC. WALK

588.3

587.9

588.0

588.1

585.9

S O

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M A

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C H

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K E

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350KW SPANG 1.5MW SPANG 1.5MW SPANG

FE FE

FE FE FE FE

FE FE

U .S

A R

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CO103

M A

CO103

L C

O U

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F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

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-6

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CO103

C O

.d g n

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

SITE PLAN LAYOUT - 3

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

SWITCHGEAR

PARALLEL

GENERATOR

BARRIER 2B

BARRIER 2B BACK-UP GENERATOR BARRIER 2B BACK-UP GENERATOR

PARKING

BIT

GRAVEL ROAD

TRANSFORMER

AC UNIT

TOP OF RAILS

GATE

CONC. WALK

585.9

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

E E

MECHANICAL ROOM ELECTRICAL ROOM

CORRIDOR

U P

U .S

A R

M Y C

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CO104

M A

CO104

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

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CO104

C O

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SITE PLAN LAYOUT - 4

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

BITUMINOUS ROAD

PERMANENT BARRIER BUILDING (PB1)

BITUMINOUS ROAD

ROOM 1

LOWER MECHANICAL

ALCOVE 1

LOWER EQUIPMENT

ROOM 1

SWITCH GEAR

ROOM 2

LOWER MECHANICAL

ALCOVE 2

LOWER EQUIPMENT

ROOM 2

SWITCH GEAR

P105

P103

P104

P107

P106

P109

P110

P114

P101

CLOSET

STORAGE

ROOM

PUMP

LADIES MENS

ELEV

P102

ROOM

MECHANCAL

ELEVATOR

CONFERENCE ROOM

109A

111 112

101A101A

104A

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

LOWER HALLWAY

SPANG AND PULSER ROOM 1

STORAGE ROOM 1

SPANG AND PULSER ROOM 2

STORAGE ROOM 2

P101

P102

P103 P105

P107

P108

P109 P110

CORRIDOR

P101P101

ELECTRICAL ROOM

IT TECH WORKSHOP

SERVER ROOM

LOBBY

CORRIDOR

U .S

A R

M Y C

O R

P S O

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CO105

M A

CO105

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

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-6

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CO105

C O

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SITE PLAN LAYOUT - 5

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

PARKING

BIT

BITUMINOUS ROAD

GRAVEL ROAD

TRANSFORMER

AC UNIT

CABINET

ELECTRICAL

AC UNIT

TRANSFORMER

AC UNIT

GENERATOR

TOP OF RAILS

GATE

CONC. WALK

BUILDING

BACK-UP POWER

GEAR AND

CONTROL

DEMONSTARTION BARRIER BUILDING

CONC. WALK

GATE

D D

ROOM

MECHANICAL

NORTH

ROOM

ELECTRICAL

NORTH

P108

P112

P111

P114

P113

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

LOADING DOCK AREA

P114 P112

MECHANICAL

BATTERY

ELECTRICAL

EE E E EE

U .S

A R

M Y C

O R

P S O

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CO106

M A

CO106

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

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CO106

C O

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SITE PLAN LAYOUT - 6

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

M A

T C

H L

E T

O C

O -1

M A

T C

H L

E T

O C

O -1

OF A FOOT

UNITS ARE IN FEET AND TENTHS

VERTICAL DATUM IS NAVD 88

ILLINOIS EAST ZONE

HORIZONTAL DATUM IS NAD 83 (2007)GRAVEL ROAD

GATE

030' 15'

SCALE: 1" = 30'

CONC. WALK

P E

R M

A N

E N

T B

A R

R B

A C

K -U

P G

E N

E R

A T

O R

P E

R M

A N

E N

T B

A R

R B

A C

K -U

P G

E N

E R

A T

O R S

O L

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

U .S

A R

M Y C

O R

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CO107

M A

CO107

L C

O U

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F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

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-6

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CO107

C O

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SITE PLAN LAYOUT - 7

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

M A

T C

H L

E T

O C

O -1

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

K P

E P

L A

N L

A Y

O U

G R

A V

E L P

A T

GRAVEL PATH

BRIDGE PIER

CONC WALK

GATE

590.0

589.6

592.6

590.3

594.0

595.8

H H

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

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CO108

M A

CO108

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

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CO108

C O

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SITE PLAN LAYOUT - 8

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

E A

S T S

E S

E P

L A

N L

A Y

O U

MAINTENACE

SHED

BUILDING

CONC WALK CONC WALK

G A

T E

GATE

GENERATOR

588.0

585.0

584.8

584.9

C P "U

S A

C E

- 1

E L

F O

U N

D D

H H

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

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M A

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

K G J

C O

.d g n

EAST SIDE SITE PLAN LAYOUT - 9

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

CO-109CO-109CO-109

M A

T C

H L

E T

O C

O -1

MATCHLINE TO CO-110

G R

A V E L P

G R

A V

E L A

R E

600.4

600.0

600.1

593.6

597.0

596.9

597.9

598.0

597.9

598.0

600.1

599.5

598.4

597.8

598.3597.8

598.1

600.1

598.1

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

15+80

S T

A .1

P O

S T

A .1

P C

STA.15+84

STA.15+99

S T A . 1

P I

R A

D -9

-95.00'

10+20

11+

11+80

12+00

STA.10+0

STA.

S T

A .1

P C

S T

A .1

P T

S T

A .1

P O

RAD 50.00'

R A

STA.

U .S

A R

M Y C

O R

P S O

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E A

S T S

E S

E P

L A

N L

A Y

O U

CO-110

K P

M A

E A

S T S

E S

E P

L A

N L

A Y

O U

CO-110

K P

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

K G J

E A

S T S

E S

E P

L A

N L

A Y

O U

CO-110

K P

C O

.d g n

EAST SIDE SITE PLAN LAYOUT - 10

SCALE: 3/32" = 1' 0 8' 32'16'

NORTH

PLAN

TRUE N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

U .S

A R

M Y C

O R

P S O

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10:42:18 AM 6/4/2020

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M A

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

K G J

C O

.d g n

SCALE: 1" = 30' 30' 60'0

NORTH

PLAN

TRUE N

E A

S T B

A N

K S

N S

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

E A

S T B

A N

K S

N S

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

E A

S T B

A N

K S

N S

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

CO-111CO-111CO-111

EAST SIDE SITE PLAN LAYOUT - 11 - EAST BANK SIGNS

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

U .S

A R

M Y C

O R

P S O

F E

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11:50:25 AM 6/4/2020

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M A

L C

O U

N T

F A

Y S

E R

E S C

O N

T R

A C

H D

P E

R S

A L B

A R

X X

M A

X X

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

-6

K G J

C O

.d g n

SCALE: 1" = 30' 30' 60'0

NORTH

PLAN

TRUE N

W E

S T B

A N

K S

N S

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

W E

S T B

A N

K S

N S

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

W E

S T B

A N

K S

N S

E A

S T S

E S

E P

L A

N L

A Y

O U

K P

CO-112CO-112CO-112

WEST SIDE SITE PLAN LAYOUT - 12 - WEST BANK SIGNS

WEST BANK SHED

SCALE: 1’’= 40’-0"

0 40’40’ 20’

E E

SHEET OF

E P

L A

C-01

A C

C E

A D

A C

C E

A D

CANAL

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

N.T.S.

DETAIL A-A

FENCE

EASEMENT BOUNDARY

50’-0"

F E

N C

CANAL

LOCAL MAP

PROJECT LOCATION

40’-0"

METAL DOOR

STORAGE BUILDING LOCATION

PROPOSED PRE-FABRICATED

BY OTHERS

ON ELECTRICAL POLE

TRANSFORMER MOUNTED

12’X12’ OVERHEAD DOORS

N 1,812,013.45

E 1,058,793.84

60’-0"

PANEL

POWER DISTRIBUTION

200 AMP 208/120V

5’-0"

PLAN VIEW

SCALE= 1"=20’

DETAIL

2’-0"

50’-0"

POLE BY OTHERS

ELECTRICAL

EDGE OF THE CANAL

F L

L O

SPECIFICATION PARAGRAPH 2

FINAL GRADING SEE

EXISTING GATE

EXISTING SURFACE.

WHICH RUNS PARALLEL TO FENCE AND IT IS ABOUT 1 FOOT BELOW

5. CONCRETE SLAB SHALL BE BUILD ON TOP OF THE ELECTRICAL DUCT BANK,

4. FOR CLEARING SPECIFICATIONS SEE SOW PARAGRAPH 2.

VERTICAL DATUM (NAVD) OF 1988 (U.S. FEET).

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

(NAD) 1983 (U.S. FEET).

PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE

COST ACCORDINGLY IN THE BID.

THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE

THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS

DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE SHOWN.

REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING CONDITIONS

2004 SURVEY PERFORMED BY BOLLINGER LACH & ASSOCIATES AND

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A

NOTES:

SEE NOTE 4 AND 5

DUCT BANK

EXISTING ELECTRICAL

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps auto_time

Chicago District

C H

A G

O D

T R

C H

A G

/7 /2

C -0

.d g n c v -p ro je c tw is e \d m s \C -0

.d g n

SHEET OF 99

W K

J C

A S S

H O

W N

P R

E -E

N G

E E

R E

D S

T O

R A

G E B

G E

L E

C T

C A

L F

H B

A R

A G

O S

A N

A R

Y S

A N

582582 583

580 580

WEST BANK BOAT SHED

100'

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

O J E

C T T

L E L

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

Exterior Fabricated Steel

(TYP)

Floor Drain

(TYP)

Overhead Sectional Doors

Interior Insulated Wall

(TYP)

Bathroom

Dry Storage

Lab Space

Boat Docking

Panel Box

Transformer

Step Down

Switch

Disconnect

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:31:34 PM 4/15/2020

...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Architectural Site - Plan - AS101.dgn

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C T I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

U M

O J E

C T I

E N

A M

O J E

C T T

L E L

P R

O J E

C T T

L E L

P R

O J E

C T T

L E L

P R

O J E

C T T

L E L

S O

A T

N N

U M

B E

R C

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

AS101

Y Y

AS101

SCALE: 1" = 5'

NORTH

PLAN

0 5' 10'

WEST SIDE STORAGE/BOAT SHED - FLOOR PLAN CONCEPT

A S .d g n

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

O J E

C T T

L E L

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

E ROMEO RD

DES PLAINES RIVER RD

C E

N T

E N

L T

R A

FOUND DISK

EL = 585.80

E - 1058811.60

N - 1812138.26

CP "USACE 2"

FOUND DISK

EL = 586.08

E - 1058840.11

N - 1812462.75

CP "USACE 1"

H H

LEGEND

LIGHT POLE

METAL MOORING

SIGN

MANHOLE

POWER POLE

DECIDUOUS TREE

TREE LINE

HANDRAIL

FENCE LINE

SPLICE BOX

CLEANOUT

UTILITY VAULT

GUARDPOST

HEAVY DUTY HANDHOLE

GROUNDING HANDHOLE

VENT PIPE

JUNCTION BOX

GUY WIRE

BIT

G R

A V

T H

GRAVEL PATH

BITUMINOUS DRIVE

B I

T U

M I

N O

V E

BITUMINOUS ROAD

CONC MEDIAN

P A

R K I

N G

B I

T U

M I

N O

U S

B I T

U M I

N O

U S

A T

G R

A V E L

A T

G R

A V

E L

A T

BRIDGE PIERS

G R

A V

T H

30'

030' 15'

SCALE: 1" = 30'

OF A FOOT

UNITS ARE IN FEET AND TENTHS

VERTICAL DATUM IS NAVD 88

ILLINOIS EAST ZONE

HORIZONTAL DATUM IS NAD 83 (2007)

L E

G E

N D

L I

L E

M E

O R I

N G

S I

G N

M A

N H

O L

P O

L E

D E

C I

D U

E E

T R

N E

H A

N D

R A I

F E

N E

S P

L I

C L

E A

N O

U T

U T I

L I

U L

G U

A R

D P

O S

H E

N D

H O

L E

G R

O U

N D I

N D

H O

L E

V E

P E

J U

N C

T I

R E

O T

U N I

N T

H S

V E

R T I

T U

V D

I L

L I

N O

N E

H O

R I

Z O

N T

T U

L E

G E

N D

L I

L E

M E

O R I

N G

S I

G N

M A

N H

O L

P O

L E

D E

C I

D U

E E

T R

N E

H A

N D

R A I

F E

N E

S P

L I

C L

E A

N O

U T

U T I

L I

U L

G U

A R

D P

O S

H E

N D

H O

L E

G R

O U

N D I

N D

H O

L E

V E

P E

J U

N C

T I

R E

S C

A L

C H I

C A

N I

T A

N A

C H I

C A

N I

T A

N A

ROMEO ROAD

GRAVEL SHOULDER

B R I

E R

B R I

E R

B R I

E R

G R

A V

E L

A T

G R

A V E L

A T

GATE

R A I

L R

O S

S I

N G

P A

R K I

N G

B I

P A

R K I

N G

B I

D A

O N I

M U

T I

D A

O N I

M U

T I

D A

V A

R G

D A

V A

R G

D A

V A

R G

D A

V A

R G

D A

V A

R G

D A

V A

R G

G R

A V

A D

G R

A V

E L

G R

A V

E L

LEGEND

OF A FOOT

UNITS ARE IN FEET AND TENTHS

VERTICAL DATUM IS NAVD 88

ILLINOIS EAST ZONE

HORIZONTAL DATUM IS NAD 83 (2007)

30'

30' 15'

SCALE: 1" = 30'

LIGHT POLE

METAL MOORING

SIGN

MANHOLE

POWER POLE

DECIDUOUS TREE

TREE LINE

HANDRAIL

FENCE LINE

SPLICE BOX

CLEANOUT

UTILITY VAULT

GUARDPOST

HEAVY DUTY HANDHOLE

GROUNDING HANDHOLE

VENT PIPE

JUNCTION BOX

GUY WIRE

B L

D G

B U I

L D I

N G

B U I

L D I

N G

B U I

L D I

N G

B U I

L D I

N G

B U I

L D I

N G

B U I

L D I

N G

B U I

L D I

N G

B U I

L D I

N G

BLDG

T R

A N

S F

O R

M E

T W

A T

M P

T R

A N

S F

O R

M E

S T

T C

C O

L K

C O

L K

C O

L K

C O

L K

C O

L K

T R

A N

S F

O R

M E

S T

T C

C O

C A

B I

N E

E L

E C

T R I

C A

T R

A N

S F

O R

M E

G E

N E

R A

T O

L S

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G A

T E

G R

A V

T H

GRAVEL

PATH

GRAVEL AREA

B U I

L D I

N G

C O

L K

C O

L K

GENERATOR

C O

L K

C O

L K

C O

L K

B R

E A

B R

E A

B R

E A

G R

A V

T H

G R

A V

T H

G R

A V

T H

C O

L K

C O

L K

GATE

G A

T E

G A

T E

G E

N E

R A

T O

N A

C H I

C A

N I

T A

R Y

FOUND DISK

EL = 600.36

E - 1058019.67

N - 1811810.63

CP "22"

FOUND DISK

EL = 586.08

E - 1058840.11

N - 1812462.75

CP "USACE 1"

FOUND DISK

EL = 585.80

E - 1058811.60

N - 1812138.26

CP "USACE 2"

FOUND DISK

EL = 600.36

E - 1058019.67

N - 1811810.63

CP "22"

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:31:40 PM 4/15/2020

...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Civil Site - Location Layout - CS101.dgn

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P S O

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P R

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C T T

L E L

S O

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U M

B E

R C

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

Y Y

SCALE: 1" = 100'

NORTH

PLAN

100' 200'0

R S

M L

A Y

O U

E L

O C

A T

T S

R S

M L

A Y

O U

E L

O C

A T

T S

C S .d g

SITE PLAN - BOAT SHED LOCATION LAYOUT

601'

598'

598' 598'

587'

594'

595'

596'

599'

600'

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

O J E

C T T

L E L

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

SP01

SP02

SP03

SP04

CONCRETE APRON

PROPOSED GRAVEL ROAD

BOAT WASHOUT STATION

FOUND DISK

EL = 585.80

E - 1058811.60

N - 1812138.26

CP "USACE 2"

G R

A V

E L

A T

G R

A V

E L

A T

G R

A V E L

A T

G R

A V

T H

GRAVEL AREA

GATE

FOUND DISK

EL = 585.80

E - 1058811.60

N - 1812138.26

CP "USACE 2"

POINT

SP01

SP02

SP03

SP04

STRUCTURE POINTS

COORDINATES

ILLINOIS STATE PLANE EAST - NAD 83

NORTHING

1,812,215.98

1,812,251.93

1,812,295.80

1,812,259.86

EASTING

1,058,462.41

1,058,444.88

1,058,534.71

1,058,552.26

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg5:32:18 PM 4/15/2020

...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Civil Site - Plan Layout - CS102.dgn

O J E

C T I

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

U M

O J E

C T I

E N

A M

O J E

C T T

L E L

P R

O J E

C T T

L E L

P R

O J E

C T T

L E L

P R

O J E

C T T

L E L

S O

A T

N N

U M

B E

R C

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

Y Y

E P

L A

N L

A Y

O U

T S

E P

L A

N L

A Y

O U

T S

SCALE: 1" = 20'

NORTH

PLAN

20' 40'0

C S .d g n

CIVIL SITE PLAN - LAYOUT & EXISTING CONTOURS

R S

A N

S I

PQ BUILDING

DP1 TRANSFORMER

MAIN SWITCHBOARD

Switchboard Apparatus Inc. (Square D)

DP2

DISTRIBUTION

PANEL

DP1 POWER PANEL

ELECTRICAL EQUIPMENT PLAN

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

L-1 -2

101A

11'-0"

2' -0

101B

4' -6

-2

11" 11" 8'-1"

1 3 42

HF #1

(Accusine) (Schneider)

HF #2

(Accusine) (Schneider)

HF #3

(Accusine) (Schneider)

HF #4

(Accusine) (Schneider)

HF #5

(Accusine) (Schneider)

HF #6

(Accusine) (Schneider)

HF #7

(Accusine) (Schneider)

FIRE PROTECTION TANK

FIRE ALARM PANEL

75kva

UPS-1

Eaton Powerware

UPS-2

Eaton Powerware

Battery Cabinets

SECURITY PANEL

MS-UPS

ON TOP

SWBD

CLEAN AGENT PANEL

GENERAL NOTES:

MAINTAIN WORKING SPACE REQUIREMENTS

AROUND ELECTRICAL EQUIPMENT AS PER NEC.

D. SEE ONE-LINE ON SHEET E-601 FOR CONNECTION

DETAILS.

NOTES:

MAIN SWITCHBOARD IS MADE UP OF ELEVEN

SECTIONS AND DISTRIBUTES UTILITY AND STANDBY

POWER TO ELECTRICAL EQUIPMENT AT BUILDING

IIA AND THE POWER QUALITY BUILDING.

SWITCHBOARD USES MS-UPS FOR 120V CONTROLS.

ACTIVE HARMONIC FILTERS ARE MADE UP OF

SEVEN INDEPENDENT UNITS CONNECTED IN

PARALLEL TO THE MAIN SWITCHBOARD TO

INCREASE POWER QUALITY.

E. BOTH UPS UNITS SHALL OPERATE IN AN ONLINE

CONFIGURATION AND PROVIDE RIDE THROUGH POWER

DURING A UTILITY OUTAGE. UPS SHALL CONDITION

POWER. EIGHT BATTERY RACKS PROVIDE POWER FOR

UPS.

EQUIPMENT MUST FIT IN FOOTPRINT AS SHOWN AND

MEET REQUIRED NEC CLEARANCES AROUND

EQUIPMENT.

Chicago District

54321

SHEET

IDENTIFICATION

B Y:

D W

N B

D B

T D

N U

C O

N O

N N

K D

N G

N O

K D

N G

N O

US Army Corps of Engineers ®

K .M

. K O

S S

M A

N N

U . S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

87SHEET OF

D $I

O R

T_ D

T N

O . 0

C H

O S

R O

E, IL

Q U

LYONS & PINNER

ELECTRIC COMPANIES

650 East Elm Avenue La Grange, IL 60525

X X

E-101

G B

O R

X X

E-601

A E

S P D

EXISTING POWER

DISTRIBUTION

SWITCHBOARD

3000AF

3000AT

3000AF

3000AT

COMED

METER

GENERAL NOTES:

A. FOR BUSWAY DETAILS SEE SHEET E-501.

IIA POWER DISTRIBUTION

CABINET

480V 3Ø, 4W, 3000A

2500AF

2500AT

2500AF

2500AT

600AF

600AT

2000A BUS 3000A BUS100AF

70AT

250AF

200AT

PANEL

2B1 125A

NOTES:

POWER ONE-LINE DIAGRAM

3000AF

3000AT

5000AF

5000AT

SEE NOTE 2

45 KVA

120/208V

-Y

TEMPORARY GENERATOR

FEED

2 MW

DMM DMM

DP1

DP2

TRANSFER

CONTROLLER

SEE NOTE 5 (TYP)

480V, 4W, 3 PH, 100 KAIC, 5000A CU BUS

MAIN SWITCHBOARD

TERMINATE CONDUCTORS AT EXISTING CT's.

3000AF

3000AT

DMM

3000A BUSWAY

4W 3Ø 480V

SEE NOTE 6

(TYP)

EO-ETU

SEE NOTE 7 (TYP)

2000AF

1600AT

2000AF

1600AT

800AF

375AT

DISTRIBUTION

PANEL

(120/208V)

NC NC NO

TIE BUS

K SEE NOTE 1

BREAKER TO BE RATED FOR 100 KAIC.

BATTERY

RACK

BATTERY

RACK

5000AF

3000AT

300A ACTIVE

HARMONIC

FILTER #1

300A ACTIVE

HARMONIC

FILTER #3

300A ACTIVE

HARMONIC

FILTER #5

300A ACTIVE

HARMONIC

FILTER #7

EO-ETU

3MW

3 PH, 4W

EXISTING BUILDING IIA

5000A BUSWAY

4W, 3 PH, 480V

SEE NOTE 10

5000AF

5000AT

GENERATOR

3000 KW, 3750 KVA

C/MEMCP

4.0

NOT USED

10.

OUTDOOR RATED

5000A, 4W, 3 PH, 480V

BUSWAY

N E-

E D

SEE NOTE 11

11.

FOR CIRCUIT ROUTING, SEE PLANS AND SITE

DRAWINGS E-002 THRU E-004.

UPS #2

1100KVA, 480V, 3 PH, 60 HZ, 4W

UPS #1

1100KVA, 480V, 3 PH, 60 HZ, 4W

480V, 4W, 3 PH, 100 KAIC, 3000A CU BUS

SPARE

800AF

375AT

300A ACTIVE

HARMONIC

FILTER #2

300A ACTIVE

HARMONIC

FILTER #4

300A ACTIVE

HARMONIC

FILTER #6

800AF

375AT

800AF

375AT

800AF

375AT

800AF

375AT

800AF

375AT

DASHED LINE INDICATES COMMUNICATION BETWEEN BREAKERS FOR

POWER TRANSFER.

PROVIDE CT SHORTING BLOCKS WITH EACH CT CONNECTION LOCATION.

BUSWAY OVERSIZED FOR TRANSFORMER CAPACITY.

CONTRACTOR SHALL COORDINATE TESTING AND COMMISSIONING OF

GENERATOR FUNCTIONS WITH TRANSFER CONTROLLER MANUFACTURER.

GENERATOR ENCLOSURE

TO PLC-PQ

DAISY-CHAINED DATA CABLE CONNECTS ALL DMM SERIAL COMMUNICATION

PORTS. ASSOCIATED GATEWAY AND COMMUNICATION LINKS NOT SHOWN.

SEE SHEET I-600 FOR CONNECTION WITH THE DMM COMMUNICATION

NETWORK.

DOTTED LINE DENOTES PHYSICAL I/O CONNECTIONS TO THE PLC (PLC-PQ).

PROVIDE FIELD WIRING FROM THE PLC TO SPECIALLY MARKED FIELD

TERMINALS WITHIN THE MAIN SWITCHBOARD.

12. PROTECTIVE COORDINATION STUDY SHALL BE PERFORMED AFTER

CONSTRUCTION TO DETERMINE TRIP SETTINGS ON OVERCURRENT

PROTECTIVE DEVICES.

KIRK KEY INTERLOCK ALLOWS OPERATION OF BOTH UPS SYSTEMS OR TIE

BUS.

1x-(2"C,10#14,1-CAT6)

UPS COMM

1x-(2"C STP #14, 10#14) 1x-(2"C STP #14)

CONTROL

400AF

400AT

400AF

400AT

400AF

400AT

480:120/208V

75 KVA

TRANSFORMER

3"C, 4#350 KCMIL,

1#2 GND

3"C, 3#500 KCMIL,

1#2 GND

6x-(4"C

4-500 KCMIL

1-#250 KCMIL GND)

2000AF

1600AT

2000AF

1600AT

6x(4"C

4-500 KCMIL

1-#250 KCMIL

GND)

M O

4x-(3 1/2"C

6-250KCMIL)

4x-(3 1/2"C

6-250KCMIL)

2x-(2"C

5-#10 AWG)

SHIELDED

SEE NOTES 3 & 6

1x-(2"C 10 #14)

CONTROL

1-3/4"C

12#14 AWG

SEE NOTE 8 (TYP)

1-1"C

4-CAT6

POWER PANEL

(480V)

1 1/2"C, 3#1/0, 1#6 GND

(2) SETS OF

[(4) 250 KCMIL,

(1) #1 GND IN 3"C

EACH] (TYP OF 7)

1x-(3"C, 4#4/0 AWG, 1#4 GND)

TO DP1

(SEE NOTE 9)

1x-(2"C, 2 STP) TO

GENERATOR ANNUNCIATOR

PANEL AT BUILDING IIB

SEE SHEET E-001 AND E-005

SEE NOTE 9

6x-(4"C

4-500 KCMIL

1-250 KCMIL GND)

CABLE SHALL BE BELDEN #946302 OR EQUAL. COORDINATE ACTUAL CABLE

REQUIREMENT WITH GENERATOR AND ANNUNCIATOR

CONTROL PANEL MANUFACTURER.

ALL NEW ELECTRICAL EQUIPMENT SHALL BE RATED

FOR THE MAXIMUM AVAILABLE FAULT CURRENT. ALL

NEW CIRCUIT BREAKERS SHALL BE SELECTIVELY

COORDINATED WITH UPSTREAM AND DOWNSTREAM

CIRCUIT BREAKERS.

. S

E M

O D

/1 0/

BUSWAY

CABLE

TAP BOX

12.47KV

2500KVA

480V/277V 3-PH FC (A) - 4x600 X/R=8.22

(8) 4C, #500KCMIL

CU WITH

GROUND

TYPE TC

CABLE

COMED

12.47KV

UTILITY POWER

Chicago District

54321

SHEET

IDENTIFICATION

B Y:

D W

N B

D B

T D

N U

C O

N O

N N

K D

N G

N O

K D

N G

N O

US Army Corps of Engineers ®

K .M

. K O

S S

M A

N N

U . S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

87SHEET OF

D $I

O R

T_ D

T N

O . 0

C H

O S

R O

E, IL

Q U

LYONS & PINNER

ELECTRIC COMPANIES

650 East Elm Avenue La Grange, IL 60525

L-1 L-2

ABOVE

DOOR

15 = 15 CANDELA RATING

15/75 = 15/75 CANDELA RATING

30 = 30 CANDELA RATING

75 = 75 CANDELA RATING

95 = 95 CANDELA RATING

110 = 110 CANDELA RATING

115 = 115 CANDELA RATING

135 = 135 CANDELA RATING

150 = 150 CANDELA RATING

177 = 177 CANDELA RATING

185 = 185 CANDELA RATING

AFF = ABOVE FINISHED FLOOR

BR = BEAM DETECTOR, RECEIVER

BX = BEAM DETECTOR, TRANSMITTER

C = CEILING MOUNT

CT = DTU NAC CONTROL MODULE

D = DTU DUAL MONITOR MODULE

E = EXISTING TO REMAIN

ER =

FT = DTU FIREMAN'S PHONE MODULE

FW =

G =

I = IONIZATION

IDC = INITIATING DEVICE CIRCUIT

M = DTU MINI MONITOR MODULE

N = NEW

NAC = NOTIFICATION APPLIANCE

CIRCUIT

P = PHOTOELECTRIC

R = EXISTING TO BE REPLACED

RE = DTU RELAY MODULE

SLC = SIGNALING LINE CIRCUIT

T = THERMAL

TP = TRANSIENT PROTECTED DEVICE

WP = WEATHERPROOF

X = EXISTING TO BE REMOVED

Z = DTU 2 WIRE ZONE MODULE

ABBREVIATIONS

N GROUND FLOOR

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

DESCRIPTION PART #

FIRE ALARM DEVICE LEGEND

QTYSYM

HORN/STROBE, WALL MOUNT

VARIES

BY OTHERS

WEATHERPROOF STROBE, WALL MOUNT SRK

MANUAL PULL STATION

DUCT MOUNT PHOTOELECTRIC SMOKE DETECTOR

FIRE ALARM CONTROL PANEL W/BUILT-IN COMMUNICATOR

REMOTE TEST SWITCH

JUNCTION BOX

END-OF-LINE RESISTOR

NOT-BG12LX

DNR

NC-100R

P2R

NFW-50

RTS151KEY

ADDRESSABLE RELAY MODULE

PHOTOELECTRIC SMOKE DETECTOR NP-1001

SCOPE OF WORK

-DESIGN, INSTALL AND TEST A NEW ADDRESSABLE FIRE ALARM SYSTEM TO

INCLUDE:

INTERNAL DACT

SMOKE DETECTION

DUCT DETECTION

HVAC SHUT-DOWN RELAYS

MANUAL PULL STATIONS

HORN/STROBES AND ONE

OUTDOOR STROBE

FIRE ALARM WIRE SCHEDULE (IN CONDUIT)

FPLR

Type

FPLR

AWG

Number of Conductors

Shielded/ Unshielded

Unshielded Unshielded

Unshielded Unshielded Unshielded

Conventional Initiating Device Circuits (IDC)

Notification Appliance Circuits (NAC)

Use Description

Addressable Signaling Line Circuit (SLC)

Miscellaneous Fire Alarm Connections Remote Test Switch Wiring

Belden Part # & OD In Inches

5220UL .174Ø

5120UL .213Ø

Designation Letter

A C

G M R S THHN12 3 Unshielded 120VAC Input From Dedicated Source N/A .130Ø

*It Is The Responsibility Of The Electrical Contractor To Use The Correct Wire Type;

Regardless Of What Is Listed In The Wire Schedule. If Wire Is Run In A Plenum, Then Plenum Rated Cable (FPLP) Shall Be Used. If Wire Is Run In A Riser, Then Riser Rated Cable (FPLR) Shall Be Used, Etc.

*It Is The Responsibility Of The Electrical Contractor To Verify All Wire Types With The Authority Having Jurisdiction To Ensure All Wire Or Cable Being Used Is Acceptable.

*If There Is Any Deviation To The Wire Listed Above, The Electrical Contractor Shall Verify That The Proper Conduit Fill Is Not Exceeded.

For EMT: 1 Wire-53%, 2 Wires-31%, And More Than 2 Wires-40%.

*All Conduit And Stubs Are 3/4" Unless Noted.

MOUNT SMOKE

DETECTOR ABOVE PANEL

3 42

101A

101B

ADDRESSABLE MONITOR MODULE NC-1002

TIE TO CLEAN AGENT CONTROL PANEL

TROUBLE AND ALARM CONTACTS

FPLR14 2 Unshielded Non-Resettable 24VDC Power 5120UL .213ØF

TO FAN SHUT-DOWN

(SEE RELAY CONTACT RATING CHART)

RELAY CONTACT RATINGS

Application Maximum

Voltage

30 VDC

125 VDC

30 VDC

Load Description

Resistive

Inductive (L/R=5ms)

125 VAC

110 VDC

Non-Coded Coded

Non-Coded Coded Coded Non-Coded

Non-Coded

Current Rating

3.0 A

Resistive Resistive Resistive

Inductive (L/R=2ms) Inductive (L/R=0.35)

2.0 A

0.9 A

0.5 A

1.0 A

0.5 A FACP HAS A BUILT-IN

PRIMARY & SECONDARY

PHONE LINES FOR

CENTRAL STATION

MONITORING

by Honeywell

15W278 N Frontage Rd Burr Ridge, IL 60527 Tel: 630-920-0100 Fax: 630-920-0470

State of IL Fire Alarm License # 127-001272

HIGH RISE SECURITY SYSTEMS, LLC

FILE NAME: \\SBSERVER\Shared\Engineering\~John\807-304 Belmont Warehouse (Chicago Fish Barrier)\807FA.dwg LAST SAVED: 12/31/13 8:00 AM BY: CCANNATA PLOT DATE: 12/31/13 8:01 AM BY: Christine Cannata SCALE: 1/8" = 1'-0" © 2013 - High Rise Security Systems, LLC - All Rights Reserved

BARRIER IIA

Chicago District

54321

SHEET

IDENTIFICATION

B Y:

D W

N B

D B

T D

N U

C O

N O

N N

K D

N G

N O

K D

N G

N O

US Army Corps of Engineers ®

K .M

. K O

S S

M A

N N

U . S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

86SHEET OF

D $I

O R

T_ D

T N

O . 0

C H

O S

R O

E, IL

Q U

GENERAL NOTES:

NOTES:

ROUTING OF CONDUIT TO AND FROM DEVICES,

PANELS, AND JUNCTION BOXES SHALL BE FIELD

LOCATED. EXISTING BUILDING IIA FLOOR PLAN

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

N E

EXISTING SECURITY PANEL

E-102

G B

O R

A E

POWER DISTRIBUTION CABINET

B. QUANTITY OF JUNCTION AND PULL BOXES TO BE

DETERMINED AS REQUIRED.

2. FINAL WORKSTATION PLACEMENT TO BE DETERMINED BY

OWNER.

SEE

CONTINUATION

ON SHEET

E-002

PQMS WORKSTATION

TELECOM OUTLET

PQMS WORKSTATION/SERVER

ON LEFT SIDE OF DESK

(SEE NOTE 2)

OPTICAL FIBER

DISTRIBUTION

PANEL MOUNTED

ABOVE DESK

SEE NOTE 4

PROTECT FO CABLE FROM PHYSICAL DAMAGE THROUGH

USE OF ARMORED PATCH CABLE OR SURFACE MOUNTED

RACEWAY.

4. NEW JUNCTION BOX WITH CT SHORTING BLOCKS.

1-2"C

PULSER #1 PULSER #2 PULSER #3

4-2"C

SEE NOTE 1

SEE NOTE 4

2-2"C

1-2"C FOR FO CABLE FROM

POWER QUALITY BUILDING

(SEE NOTES 1 AND 5)

ATTACH CONDUITS TO 3000A BUSWAY BETWEEN THIS

BUILDING AND THE POWER QUALITY BUILDING.

INTER-BUILDING DISTANCE IS APPROXIMATELY 30 FEET. SEE

DETAIL C ON SHEET E-411 FOR BUSWAY SECTION.

EXISTING CONDUIT WITH

CT WIRING TO CTs/PTs INSIDE POWER

DISTRIBUTION CABINET

SEE NOTE 6

M O

5. FOR CABLE REQUIREMENT, SEE SHEET I-601.

6. FOR CABLE REQUIREMENT, SEE SHEET E-601.

EXISTING JB

LYONS & PINNER

ELECTRIC COMPANIES

650 East Elm Avenue La Grange, IL 60525

BARRIER IIB

A-01

O F

S, AN

D S

O N fis hb ar _A

-0 1.

dg n

P U

M P

R O

O M

O U

T C

L O

R S

E Q

T C

G E

SHEET

IDENTIFICATION

US Army Corps of Engineers Chicago District

SHEET OF 168

1 2 3 4 5

A-02

O R

A N

D R

O O

G P

S fis hb ar _A

-0 2.

dg n

P R

O O

M L

U T

S R

I C H

L O

R S

E Q

T C

G E

SHEET

IDENTIFICATION

US Army Corps of Engineers Chicago District

SHEET OF 168

1 2 3 4 5

A-05

O R

C H

N D

S C

S fis hb ar _A

-0 5.

dg n

P R

O O

M L

U T

C H

R N

Q U

SH T

IDENTIFI ATION

US Army Corps of Engineers Chicago District

SHEET OF 168

1 2 3 4 5

Scale: 1" = 10'-0"

LIGHTNING PROTECTION & GROUND SYSTEM PLAN- NORTH END1

CHICAGO SANITARY SHIP CANAL

2B BLDG

SHEET

IDENTIFICATION

P R

O N

GC-11

Chicago District

-1

E R

R D

D R

G A

S-

-1

R D

D R

G , A

S-

-0

-B U

C O

M M

FP 5

GENERATOR #1 GENERATOR #2

COMED MANHOLE HIGH VOLTAGE

TRANSFORMER

PARALLELING

SWITHGEAR BUILDING

6" COPPER MESH

10'-0" GROUNDING RODS, TYP.

3.0 / AWG COPPER GROUND LOOP

2TRANSFORMER SPILL

CONTAINMENT REFER

TO DRAWING C-24

PARALLEL GEAR BUILDING

(PG BUILDING)

SHEET

IDENTIFICATION

Chicago District

SHEET

IDENTIFICATION

G S

C H

R B

GC-06

Chicago District

O R

-0

E N

O R

N D

R E

N S

O R

P R

-1 3-

O R

C O

R U

O N

-2

O R

D D

, A S-

-1 6-

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

ENLARGED FLOOR PLAN- PARALLELING SWITCHGEAR BUILDING1

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

NORTH ELEVATION4 Scale: 3/8" = 1'-0"

EAST ELEVATION2

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

SOUTH ELEVATION5 Scale: 3/8" = 1'-0"

WEST ELEVATION3

EL: 586.67

T/ CONC. PAD

EL: 585.67

B/ CONC. PAD

EL: 603.00

T/ PARAPET

EL: 599.50

T/ DECK

EL: 586.67

T/ CONC. PAD

EL: 585.67

B/ CONC. PAD

EL: 603.00

T/ PARAPET

EL: 599.50

T/ DECK

EL: 586.67

T/ CONC. PAD

EL: 585.67

B/ CONC. PAD

EL: 603.00

T/ PARAPET

EL: 599.50

T/ DECK

EL: 586.67

T/ CONC. PAD

EL: 585.67

B/ CONC. PAD

EL: 603.00

T/ PARAPET

EL: 599.50

T/ DECK

LP-5

CKT 8

LP-5

CKT 10

LP-2

CKT 9

LP-2

CKT 9

LP-5

CKT 15

LP-5

CKT 15

LP-5

CKT 13

AHU

LP-5

CKT 12, 14, 16

HTG

LP-5

CKT 24, 26, 28

LP-5

CKT 11

LP-5

CKT 10

LP-2

CKT 9

AC-1

LP-5

CKT 18, 20, 22

GC-06

LINE OF PARALLELING

SWITCHGEAR EQUIPMENT

GC-07

GC-08

LINE OF CONCRETE PAD

LINE OF 1" SLAB

DEPRESSION

LINE OF CONCRETE

OVERHANG ABOVE

CONCRETE PATTERN, TYPE 1.

SEE FACADE KEY ON GC-01

CONCRETE PATTERN, TYPE 2.

SEE FACADE KEY ON GC-01

PAINTED HOLLOW METAL

DOOR & FRAME

(MATCH 2B BLDG COLOR)

PAINTED COILING DOOR

(MATCH 2B BLDG COLOR)

LINE OF

EQUIPMENT PAD

LIGHT FIXTURE, TYP.

SEE SCHEDULE ON GC-07

N , T

TO PERFORATED

DRAIN TILE

GC-08

6" THK. CONDENSER PAD

FROM R.D.,

KEEP PIPE TIGHT

TO CORNER

OVERFLOW

THRU-WALL SCUPPER

HEAVY DUTY CAGE LADDER

NON-CONDUCTIVE ANCHOR

CAGE LADDER SUPPORT NOT

ATTACHED THROUGH ROOF FLASHING

PBI/BARRIER I

I '

SOUTH STAIRS SEE SHEET S-709 FOR DETAILS

SHIPS LADDER SEE SHEET

A-123 FOR DETAILS

128'-0" ADMINISTRATION WING

2 3

49'-4"

2'-33/s"

Si? + !!! z

UTILITY LOFT PLAN

SCALE 1/6"=1'-0"

I' I' I'

I ROOF PAVERS SEE SHEET A-126

co N

� ' .. I

J�LOSE 211 •

t" "

WOMEN'S

SHOWER

l205AI

MEN'S

SHOWER

!204A!

� ,,.,.., __ w~o-�""

P'".s QN'S !

LOCKER LOCKER L/ ROOM ROOM

I]§[] ! 204 !

li'I � �9F"""§ a lRRIDOR JANITOR CLOS� . (8 f2o3 � t'"' · _,. · · � " � · ·"' -�z

"'li�rt+H-++-H+'l-l-++H-++-H+H--t-1., ' '""""'" rt L � 1� �

SECOND

FLOOR

MECHANICAL

ROOM

I 202 I � � �r@lA le '"

1 , ,, �-- ROOF PAVERS SEE SHEET A-126

@ � 24'-0" ' 24'-0" 28'-0" ., I ,. .. i .. '

MECHANICAL ROOM•

ELECTRICAL ROOM

STORAGE

CLOSET

.. 28'-0"

CONFERENCE ROOM

CORRIDOR

� 24'-0".. ' ..

I I

SERVER ROOM

A --

I ' I

I •

UPPER

CORRIDOR

1201AI

26'-0" � 26'-0"

16'-0"

• 1

I t

! 8'-0" I , •I• •I• 0.

1 a Lo" 16'-0" SPANG ANd PULSER ROOM 1

24'-0" 'P1011

24'-0"

@- -- f===l _________ _

CORRIDOR

�-- SLOPE SLAB ¼"TO DRAIN AWAY FROM DOORS AND WALLS

DOWN TO A MINIMUM ELEVATION OF 586.89, TYP. .....,_ __ RECESSED FLOOR MATT. RECESS¾"

IN TO THE BUILDING SLAB, TYP.

11_, JID

Si? + I!! z

SECOND FLOOR PLAN

SCALE 1/16"=1'·0"

18'-0" 22'-0" 26'-0"

I I I I I I

LOWER MECHANICAL

_ ROO..M . .1.._

I I I

SWITCH GEAR

ROOM 1

!P103!

I I I

STORAGE ROOM 1

!P105!

1•1021

L , ER EQUIPMENT

ALCOVE1 -------i:ii,,-----�

LOWER HALLWAY • I •

Si? + !!! z

FIRST FLOOR PLAN

SCALE 1/16"=1'-0"

278'-8" PRODUCTION WING

� � 26'-0" 26'-0"

• 1

I I I I I I I t

I •

16'-0"

! 8'-0" i

• I • : • I •

16!-0" o.

16'-0"

SPANG AND PULSER ROOM 2

24'-0" IPj101!

24'-0" f,:

I" 1

J JID <§:>11

if:,-: :-, '

/INSTALL A FIBERGLASS REINFORCED

PLASTIC (FRP) GUARDRAIL, AROUND

THE PERIMETER OF THE OVERHANG, TYP'

SEE SHEET A-001 FOR DETAILS.

� 18'-0" Gf> 22'-0" �

• 1

I I I I

SWITCH GEAR

ROOM2

! P1□sl

LOWER MECHANICAL

� ___BQOM2_

--fll----,.--IP1D81 .- L WER EQUIPMENT j _________

ALCOVE2 _____ _

I I I

26'-0"

STORAGE ROOM 2

I P11ol

-----------1------------

• 1

I I I

1111111 1111111

22'-8"

• .-11.

I ' I' I' I i I'

20'-0"

-�------ij]--

NORTH

ELECTRICAL

ROOM

IP1121

I i® b' (0

M N

(0' F--�

US Army Corps of Engineers®

0 0 0 21 "! �- 0 §iil "' 0 0 -rn w w � � rn□ w□ 0.. (9 0.. ::::, zz <( 0 ::'i I u.. ()

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SHEET

IDENTIFICATION

A-101

SHEET 91 OF 327

Si?

.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. CONTROL ROOM

OFFiCE 4

P201A P202A

FIBERGLASS GRATING OPEN TO BELOWP210

FOR REFERENCE ONLY

BUS A2

4.16 KV

BUS B2

4.16 KV

C T

A L O

N E -L

E F

H B

A R

R P

R O J E

C T B

E L E

C T

G S

ER002

S E

L J E

FISH BARRIER I BACKUP POWER AND CONTROL GEAR

P-0019C

P-0019B, P-0019A, P-0020C

P-0020B, P-0020A, GEAR PROJECT

BACKUP POWER AND CONTROL

IS INCLUDED IN THE FISH BARRIER I

WORK SHOWN HERE "BY OTHERS"

CONT. ON E-600

P-0050B

P-0050A, P-0051B

P-0051A, /1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

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R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

Chicago District

C H

A G

O D

T R

C H

A G

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R A

C K

G N

A C

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A R

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A N

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A N

A L

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L E

K .M

K O

S S

M A

N N

W P -1

-B -0

B A

R R

R I B

A C

K U

P P

O W

E R A

N D C

O N

T R

O L G

E A

U G

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-C -0

V te c h n ik

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B P C

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G N \W

P -1

-C -0

N -B

R E

R .d g n

W P -1

-C -0

N -B

R E

R .d g

SHEET OF71RECORD

DEMO BARRIER

CGBP

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps

Chicago District

C H

A G

O D

T R

C H

A G

D E

S C

N M

A R

K T

R A

C K

G N

A C

N D

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C R

N M

A R

K T

R A

C K

G N

A C

N D

A T

C H

A G

O S

A N

A R

Y S

A N

A L

R O

M E

O V

L E

K .M

K O

S S

M A

N N

W P -1

-B -0

B A

R R

R I B

A C

K U

P P

O W

E R A

N D C

O N

T R

O L G

E A

U G

W P -1

-C -0

V te c h n ik

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P -1

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N -B

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.d g n

SHEET OF51REVISED RECORD

1 2 3 4 5 6 ABC

BA C6 5 4 3 2 1

EL. 100'-0"

T.O. FIN FL

EL. 100'-0"

T.O. FIN FL

T.O. CMU

EL. 100'-0"

T.O. FIN FL

T.O. CMU

EL. 100'-0"

T.O. FIN FL

T.O. CMU

EL. 122'-8"

EL. 117'-4"

L103A L101A L101B

L101C L103B

T.O. CMU

EL. 117'-7"

L102B

L103C

L102A

EL. 123'-0"

12" CMU

(TYP)

CONTROL JOINT

(TYP)

CONTROL JOINT

12" CMU

(TYP)

CONTROL JOINT

12" CMU

(TYP)

CONTROL JOINT

MEMBRANE

PVC ROOFING

(TYP)

DOWNSPOUT

A-100

NORTH ELEVATION

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

A-100

SOUTH ELEVATION

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

A-100

EAST ELEVATION

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

0 8' 16'4'

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

A-100

WEST ELEVATION

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

GENERAL NOTES

NOTE 1.

KNOX BOX, SEE

STRUCTURAL DETAILS.

ELEVATIONS FOR THAT SIDE. SEE

ELEVATIONS AND BOTTOM OF DECK

SIDE OF THE BUILDING PER JOIST BEARING

2. T. O. CMU ELEVATIONS VARY FOR EACH

AND SWITCHES PER ELECTRICAL DRAWINGS.

LOCATION OF KNOX BOX WITH CARD READERS

ABOVE FINISHED FLOOR LEVEL. COORDINATE

THE TOP OF THE KNOX BOX AT A MAXIMUM 48"

16" TO THE LEFT OF THE DOOR OPENING AND

COURSING, PLACING THE BOX A MINIMUM OF

FIT BOX LOCATION WITH CMU BLOCK

MASONRY DOOR OPENING WHERE SHOWN.

1. KNOX BOX SHALL BE LOCATED TO LEFT OF

(T Y

G E

L E

V A

K e tc h u m

A-200

S M

K R

L S

7'-6"

5'-0"7'-6"4'-0"6'-7"

GENERAL NOTES

A-300

A-200

FLOOR PLAN

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

0 8' 16'4'

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

BOLLARDS, TYP.

SPLASHBLOCKS, TYP.

PROTECTION AND HVAC SYSTEMS.

SEALED FROM ONE ANOTHER FOR FIRE

ARE NOT FIRE-RATED, BUT PARTITIONS MUST BE

UL DESIGN NOS. C-AJ-1149 OR C-AJ-1150. WALLS

MASONRY WALLS SHALL BE CONSTRUCTED PER

9. ALL PENETRATIONS THROUGH INTERIOR

IN FLOOR SLAB.

8. SEE STRUCTURAL SHEETS FOR CONTROL JOINTS

MANUFACTURER.

EXTERIOR CMU WALL AS RECOMMENDED BY

ANCHOR CONDUITS AND SMALL PIPES TO

PROVIDE SEALANT AROUND ALL PENETRATIONS. 7.

BOLLARD LOCATIONS.

DETAIL. SEE ARCH FLOOR PLAN SHEET FOR

SEE DETAIL 6 ON SHEET S-501 FOR BOLLARD 6.

EQUIPMENT PURCHASED.

SHOWN SHALL BE COORDINATED WITH

SIZE, LOCATION & DETAILS OF PENETRATIONS 5.

36" OC SPACED ALTERNATIVELY WITH STRAPS.

STRAPS @ 36" OC. PROVIDE 1/16"X1" SPACERS @

PROVIDE 1/8"X 1" 24 GAUGE GALVANIZED GUTTER

RECTANGULAR…

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File details come from the government source that posted it. Updated Jan 22, 2021.