W912P6-09-B-0021_Plans_Amd-0004.pdf

EASTERN EDGE

OF CANAL

SCALE: 1’’= 30’-0"

0 30’30’ 10’20’

WORK LIMITS

PROPOSED SIDEWALK

NAME N E

WL01 1811870.59 1058987.12

WL02 1812156.33 1059009.09

WL03 1812711.31 1059057.36

WL04 1812711.31 1059101.30

WL05 1812396.67 1059070.58

WL06 1812154.95 1059046.82

WL07 1811866.70 1059039.11

PROPOSED GUARDRAIL

(SEE NOTE/DETAILS BELOW)

PROPOSED GUARDRAIL

(SEE NOTE/DETAILS BELOW)

STAGING AND STORAGE AREA

GUARD RAIL NOTES:

1. PROPOSED GUARD RAILS TO BE GROUNDED WITH FENCE GROUNDING SYSTEM.

2. PROPOSED GUARD RAILS TO BE INSTALLED 2’ OFF OF BUILDING.

3. CONTRACTOR SHALL INSURE THAT THE GUARD RAILS DO NOT BLOCK THE

GARAGE ENTRANCES OF THE BUILDING.

30’

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SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

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US Army Corps of Engineers a u t o t im e

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W P -0

-B -0

1EXISTING ROADWAY

TYPE B

Closed post spacing

A

A

D

POST OR SPLICE BOLT & NUT

END SHOE

RAIL ELEMENT SPLICE

ALTERNATE END SHOE

Dia. hole

Dia. hole

Rail element

Neutral axis

N .C

Slotted hole

Lap

Traffic

END SECTION

Slotted Holes

Slotted hole

Dia. holes

Dia. holes

Symm. about ~

Tighten to taut tension.

or

As required

GUARDRAIL PLACED BEHIND CURB

STEEL POST CONSTRUCTION

Std. flat washer

WOOD POST CONSTRUCTION

ANCHOR PLATE T DETAILS

CABLE ASSEMBLY

All slope ratios are expressed as units of vertical displacement to units of horizontal displacement (V:H).

ELEVATION

Rail element splice

(See Detail)

Dia. and depth of recess to suit bolt

Post bolt with std.

hex nut

Class A rail element

NOTE

Class A rail element

NOTE

Steel plate Steel plate dia. (6x19) galvanized cable

FOOTING FOR POST WHEN IMPERVIOUS

MATERIAL IS ENCOUNTERED

Post bolt with washer on front face. (8 required)

STEEL PLATE BEAM

GUARDRAIL

STEEL PLATE BEAM

GUARDRAIL

STEEL PLATE BEAM

GUARDRAIL

STEEL PLATE BEAM

GUARDRAIL

Anchor plate T shall be used to attach cable assembly to guardrail when required on traffic barrier terminals.

(Sheet 4 of 4)(Sheet 3 of 4)(Sheet 2 of 4)(Sheet 1 of 4)

1 = Slotted hole (optional)

GENERAL NOTES

When end shoe is attached to a bridge parapet which has an expansion joint, the bolts shall be provided with a locknut or double nut and shall be tightened only to a point that will allow guardrail movement.

The standard end shoe shall be attached to the concrete with pre-drilled or self-drilling anchor bolts. The anchor cone shall be set flush with the surface of the concrete.

Externally threaded studs protruding from the surface of the concrete will not be permitted.

STANDARD 630001-08 STANDARD 630001-07 STANDARD 630001-08 STANDARD 630001-08

Ledge

V

Finished ground line

W

L

Optional round hole

L

Aggregate backfill (CA 11)

Steel Post Wood Post

V W

L

PLAN

ELEVATION

TYPE A

A

A

Rail element splice

(See Detail)

ELEVATION

Typical post spacing

37�

(953)

TYPE D

Block-outs

Traffic

Steel plate beam guardrail

Rail element splice

(See Detail)

PLAN

Double steel plate beam guardrail typical post spacing

B

B

Hinge point

Edge of shoulder

(6

1�

(8

S min.

Slope 1:10 or flatter

(6

Slope 1:10 or flatter

(1 .8 m s t e e l o r w o o d p o s t s

SECTION A-A SECTION B-B

(2

0 - 16�

Traffic

(0 - 410)

1� (3

Standard Swage Fitting and Stud (stud threaded entire length)

� (3)

(22)

(22)

WOOD BLOCK-OUT AND

STEEL POST DETAILS

(3

1�

(44)

1�

(32)

� (20)

12�

16D

(314) min. max.

TWO-PIECE WOOD

BLOCKOUT OPTION

Toe nail w/ nail.

All dimensions are in inches (millimeters) unless otherwise shown.

6’-3"

(1.905 m)

6’-3"

(1.905 m)

37�

(953)

37�

(953)

37�

(953)

37�

(953)

37� (953)

6’-3"

(1.905 m)

6’-3" (1.905 m)

24 (610)

(1

(102)

5�

(14 9)

Note:

All holes dia.

(152)

(3

(1

4�

(108)6

(1

(3

(102)

8�

(213)

3�

(83)

(305)

5�

(149)

(3

(1

W6x9 (W150x13.5) or W6x8.5 (W150x12.75) steel post.

(3

(1

(305)

(200)

Bolt not to extend more than � (6) past nut

12x6 (305x152) Rough sawn timber blockout toe-nailed to post with 16d nails

8x6 (200x150) Rough sawn timber post

(6)

� (1

1�

(32)

(18)

1� (33)

1� (37)

(8)

1�

(33)

(13)

2�

(70)

1� (3

(7

1�

(35)

(51)

(102)

(102)

(102)

(51)

(5)

(6)

(408)

(51)

1� (4

(2 5)

(20)

2�

(73)

7�

(184)

22�

(578)

(76)

4�

(108)

4� 4� 4� 2

(51)

(3 ) 3

(8

(8

(25)

�x 1�

(23 x 29)

(762)

�x2�

(19x64)

(8

�x 3 (23 x 76) Slots for splice bolts with std. galv.

washer placed under locknut

(102)

4�

(108)

4�

(108)

(152)

(51)

(8

(8

(25)

(914)

(8

�x3�

(19x89)

12�

(318)

(51)

4�

(108)

4�

(108)

(51) �x2�

(19x64)

�x 1� (23 x 76) Slotted holes for splice bolts� (M16)

27�

8�

(216)

(2

6�

(159)

(3

6 (152)

8 (203)

10 (250)

(610)

(305)

12 - 0

(305 - 0)

(530)

(203)

(203)

(580)

(250)

(250)

1 (M24) double nuts or locknuts and washer

(990)

(381)

1x7

(M24x178)

5�

(133)

1� (3

40,000 lbs.( (18,100 kg) min. breaking strength)

� (19)

Steel plate beam guardrail with bolt slots at 37�(953) centers

6’-3" (1.905 m)

(1 .0

Post bolt with std. hex nut

(700|)

(108) (108) (108) min. (Steel post) min. (Wood post)

Note: Ledge line is top of rock ledge or hard slag fill.

Drilled hole

(6

1.

> 16� - 28�

> 28� - 40�

(> 410 - 714)

(> 714 - 1.02 m)

(1 for Type A when S<3 7

(1

(6

Steel or wood posts

(1934)

24 (610)

76�

When "S" is less than 3 and the distance from the back of post is less than , the post embedment shall be .

(7

D

(6

(1 a x a x

(1

0 < D < 4’-0" (1.2 m) 4’-0" (1.2 m) < D < 8’-0" (2.4 m)

Note: The prefered dimension of D is .

Finished ground line

C-01

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EXISTING 40’ EASEMENT

EQUIPMENT

BUILDING 2A

EXISTING

NORTHERN

ELECTRODE

ARRAYS

(N1-N4)

15’

C S

S C -F

B

B -C -0

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A

M E

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WELL 2

WELL 1

PROPOSED SIDEWALK

PROPOSED FENCE

SEE SHEET G-04

ACCESS

GATEs

CHICAGO SANITARY AND SHIP CANAL

EXISTING

MECHANICAL &

ELECTRICAL

EQUIPMENT YARD

N

2 B ALPHA FENCING

TO MEET PROPOSED

FENCING

EXISTING 2B

ALPHA FENCE

W L

TRANSFORMER

GENERATOR

UTILITY

COMPANY

SEE STRUCTURAL DRAWINGS

FOR SIDEWALK DETAILS

WESTERN EDGE

OF CANAL

EXISTING

2B ALPHA FENCE

W L

EXISTING FENCING

TO BE REMOVED

WITHIN WORKLIMITS

AND REUSED (IF PREVIOUSLY

INSTALLED)

INSTALLED 2’

OFF BUILDING (TYP)

PROPOSED BUILDING

TEST WELL

EXISTING FENCING

TO BE REMOVED

WITHIN WORKLIMITS

AND REUSED. (IF PREVIOUSLY

INSTALLED)

CSSC-FB2B-C-02_AMD-0004.dgn 9/8/2009 10:57:52 AM

SITE DETAIL

N.T.S.

NOTE:

1. WELL 1 AND 2 ARE A MIN.

OF 5’ FROM EACH FENCE TO

CENTER OF WELL

2. WELL 1 AND WELL 2 TO BE

PLACED IN SAME TRENCH

3. CONTRACTOR SHALL NOTE THAT

THE EXCAVATION OF THE TRENCH

WILL BE THRU SOLID ROCK.

EXISITNG GRADE

5’ MIN.

4" SAND BEDDING

TRENCH BACKFILL

(SEE SPECIFICATIONS)

1.5’ MIN.

1" BLACK PLASTIC

WATERLINE (TYP.)

�" BLACK PLASTIC

ELECTRIC CONDUIT

ELECTRICAL/WATER SERVICE TO WELL PUMPS

TYPICAL TRENCH DETAIL

N.T.S.

21.5’

25’ MIN.

25’ MIN.

47.5’ 5’ MIN.’

5’ MIN.’

5’MIN.’

5’MIN.’

WELL 2

WELL 1

33.5’ 41.5’

W L

W L

UTILITY

COMPANY

TRANSFORMER

PROPOSED ELECTRICAL

LINES(SEE SHEET E-03)

GENERATOR

SEE TYPICAL TRENCH DETAIL

FOR PIPE PLACEMENT

LOCATION OF

UTILITY CONNECTION AT

BUILDING PER MECHANICAL

DRAWINGS(SEE SHEET M-02)

2A MECHANICAL & ELECTRICAL

EQUIPMENT YARD

EXISTING UTILITY

POLE (TYP.)

BUILDING COORDINATES

NAME N E

WP1 1812219.26 1059050.43

WP2 1812221.39 1059022.51

WP3 1812453.70 1059040.22

WP4 1812451.57 1059068.14

BURLINGTON NORTHERN AND SANTA FE RAILROAD ROW

WP1

SLOPE AGGREGATE FILL

TO MATCH

SLOPE AGGREGATE FILL

TO MATCH

WP2

586’

SPOT ELVATION 586.7’

IN FRONT OF EACH

OVERHEAD COILING DOOR.

SLOPE GRAVEL TO MATCH

EXISTING ROADWAY.

PROPOSED BUILDING

TOP OF FINISH

FLOOR 586.7

586.7’

586.6’

586.7’

586.6’

586.7’

586.6’

586.7’ 585.5’

585.5’

584.25’

585.5’

586.4’

586.4’

586.4’

586.7’

586.6’

PLAN VIEW

30 30 60

HORIZONTAL

GRAPHIC SCALE

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IDENTIFICATION

D A

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US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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A N

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US Army Corps of Engineers a u t o t im e

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-B -0

C S

S C -F

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B -C -0

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PROPOSED SIDEWALK

PROPOSED SIDEWALK

TYPICAL GRAVEL FILL SECTION

N.T.S.

(6") - �" MINUS CRUSHED ROCK

SUBGRADE

EXTEND 5" STORM DRAIN

PIPE TO CANAL WITH

MINIMUM 1.00% SLOPE.

C-02

EXISTING ROADWAY

PROPOSED FENCE

SEE G-04

PROPOSED FENCE

SEE G-04

LP2

EXTEND 5" STORM DRAIN

PIPE TO CANAL WITH

MINIMUM 1.00% SLOPE. WELL 2

WELL 1

586.6’

586.4’

586.6’

TRANSFORMER

GENERATOR

UTILITY

COMPANY

SEE STRUCTURAL DRAWINGS

FOR CHANNEL WALL

IMPROVEMENTS

SEE SITE DETAIL BELOW

FOR UTILITY INFORMATION

1 5

1 5

1 5

15515

1 5

1 5

1 5 1 5

2 5

2 5

2 5

3 5

7 5

2 582

WP3

WP4

MEET EXISTING GRADE AT TOP OF CANAL

TEST WELL

8 5

TRANSFORMER

GENERATOR

UTILITY

COMPANY

fishbar_A-01_AMD-0004.dgn 9/8/2009 3:50:05 PM

SCALE A

ROOF PLAN

SCALE A

SCALE A

A-01

24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 24’-0" O.C. 5’-8"9’-8"

10’-0" 14’-6" 10’-0" 9’-0"14’-0" 17’-6" 18’-6" 17’-6" 18’-0" 20’-0"15’-0"

51’-6" 19’-6" 42’-3"

N

EAST ELEVATION

WEST ELEVATION

A

A1 A3

A

A1 A3

NOTE: ROOF SLOPE �" PER FOOT TO

DRAIN, TYP. SEE SHEET A-03 FOR ROOF

DETAILS.

FACADE KEY:

SCALE A

TYPICAL TRANSVERSE SECTION

EL 586.67 TOS

EL 585.00 BOS

EL 584.00+ BOE

EL 605.17 TOC

EL 596.67 CJ

EL 601.25 CJ

EL 586.17 TOC

SHEET LEGEND:

1. TOC= TOP OF CONCRETE

2. CJ= CONSTRUCTION JOINT

3. TOS= TOP OF SLAB

4. B0S= BOTTOM OF SLAB

5. BOE= BOTTOM OF EXCAVATION

= TRAPEZOID FORM LINER PATTERN

AREA. �" DEEP FINS SPACED AT

1 �" OC.

= FRACTURED FORM LINER PATTERN

AREA. 1 �" DEEP TRAPEZOIDAL FINS

SPACED AT 6" OC WITH THE BELLY

OF THE FIN FRACTURED.

3’-7"

5’-5"

4’-6" 4’-6"4’-6"

R O

O F P

L A

N E

L E

V A

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N S

A N

D S

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T

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28’-0"

10" TYP

VEHICLE GUARDRAIL, TYP.

SEE SHEET C-01 FOR DETAILS.

7’-9" 14’-0"

SCALE A

12 1 2 3 4 5

NOTE: SCALE IS AN ARCHITECTURAL SCALE

IN FEET AND INCHES TYPICAL ALL SHEETS.

LOUVER L2 SEE SHEET M-04,

M-14, AND S-03 FOR DETAILS

INSULATED EXTERIOR OVERHEAD COILING

DOOR (EXR), TYP. SEE SHEET A-05 FOR

DOOR SCHEDULE.

ELECTRICAL JUNCTION BOX. SEE SHEETS E-05

AND A-O6 FOR DETAILS, TYP.

6’-6" TO CENTER LINE OF JUNCTION BOX

SEE SHEET E-03 FOR BOX DETAILS.

9’-9"17’-3"20’-0" 26’-6" 19’-0" 17’-3" 14’-3" 14’-0"26’-6" 17’-0" fi s h b a r_

A -0

S o lt a n .d g n

EXTERIOR LIGHT (NRG), TYP. SEE

SHEET E-06 FOR DETAILS

EXTERIOR LIGHT(NRG), TYP. SEE

SHEET A-06 FOR FACADE DETAILS

10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0"

106’-3"

CJ

SCALE A

SOUTH ELEVATION

D O

T

P

6" 3’-0"

2’-0" 21’-11"

6"

6"

6"

10’-0"

CLOF JUNCTION

BOX

SCALE A

NORTH ELEVATION

6"6"

9’-4"

LOUVER L1 SEE SHEET M-04,

M-14, AND S-03 FOR DETAILS

CJ

27’-0"

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IDENTIFICATION

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US Army Corps of Engineers

A N

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US Army Corps of Engineers a u t o t im e

Chicago District

D

C

B

A

1 2 3 4 5

1 2 3 4 5

D

C

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A

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P S O

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/1

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/1

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W P -0

-B -0 fishbar_A-02_AMD-0004.dgn 9/8/2009 3:51:52 PM

31’-0"

15’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0"14’-6" 14’-0" 17’-6" 18’-6" 17’-6" 18’-0" 20’-0" 18’-0"

31’-0" 31’-0" 31’-0"23’-0" 23’-0" 23’-0" 31’-0"

233’-0"

1’-0" TYP

1’-0"

TYP

12’-6"

CONTROL ROOM PUMP ROOM

M E

O M

S T

O R

A

E

D

M

O M

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 28 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

4’-0"

4’-0" TYPICAL CENTERLINE TO

CENTERLINE OF ROOF BEAMS.

4’-0" TYP

8’-0"

TYP

18’-1�"3’-6"

ASECTION

SCALE A

SCALE A

SCALE A

A2 A2

A

ROOF BEAM PLAN

PLAN

24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 24’-0" 6’-6"10’-6"3’-8"

TYP ROOF DRAIN SPACING

A-02

F L

O O

R A

N D R

O O

F

F R

A M

IN

G P

L A

N S

N

P O

W

T R

IB

U T

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B

IN

E T

C O

N T

R

N S

O L

E

MCC

SPANG ROOM NO. 1 SPANG ROOM NO. 2 SPANG ROOM NO. 3

10’-0"

1.5MW SPANG 1.5MW SPANG

1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"

POLARITY SWITCH POLARITY SWITCH POLARITY SWITCH

ABB SWITCH

CAPACITOR BANK

ABB SWITCH

CAPACITOR BANK

ABB SWITCH

CAPACITOR BANK

A2 A5

A2 A5

A2 A5

A2 A2

A2 A5

A2 A5

ISD-2

4�" STUD

WALL, TYP

12’-4�"

PULSER ROOM 3 PULSER ROOM 2 PULSER ROOM 1

SCALE A

12 1 2 3 4 5

BOLLARD, TYP. SEE SHEET S-06 FOR DETAILS.

350KW SPANG

BLAST LOUVER, TYP.

SEE SHEET S-04 FOR

DETAILS.

INSTALLED BY

OTHERS, TYP.

=HATCHED ITEMS ON THIS SHEET INDICATE

EQUIPMENT INSTALLED BY OTHERS NOT IN

THIS CONTRACT.

R6-4R6-4 R6-3

R6-2

R6-3

R6-2

R6-5

R6-1 R6-7

NOTE: THE R6 1 THROUGH 7 INDICATES

GRILLE TYIPICAL ALL SHEETS. SEE SHEET

M-15 FOR DETAILS.

C O

N T

R

B

IN

E T

C O

N T

R

B

IN

E T

C O

N T

R

B

IN

E T

24" 6’-6"46" 46" 30" 10’-3" 10’-3" 30"

10’-0" TO BOTTOM OF

GRILLE OPENING, TYP

OVER BLAST DOORS.

1’-6" TYP.

4’-8"36"

SEE SHEET S-02

FOR DETAILS

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SHEET

IDENTIFICATION

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P R fi

US Army Corps of Engineers

A N

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US Army Corps of Engineers a u t o t im e

Chicago District

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B

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1 2 3 4 5

1 2 3 4 5

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A-05

NTS

DOOR PLAN

ICB-1 ICB-2 ICB-3 ICB-4

ICB-5

ICB-6 ICB-7

ICB-8

ISD-1

ISD-2

ISD-3

EXD-1

SBD-2SBD-1 SBD-3

D O

O R P

L A

N

M

IS

C E

L L

A N

E O

U S A

R C

H

IT

E C

T U

R

T A

IL

S A

N D S

C H

E D

U L E

S

INR-1 INR-2 INR-3

EXR-1 EXR-2 EXR-3 EXR-4 EXR-5 EXR-6 EXR-7 EXR-8

MECH-S

SPANG-1 PULS-1 PULS-2 SPANG-2 PULS-3 SPANG-3

CONTROL

PUMP

A2 A5

DETAIL

NTS

18 GAGE CLOSED STEEL STUD

DOOR FRAME WITH INTERGRAL

SILL ANCHOR, TYP.

3�" DEEP 20 GAUGE

STEEL STUD, TYP

�" IMPACT RESISTANT

DRYWALL, TYP.

2"

TYPICAL INTERIOR STUD DOOR (ISD) DETAILS, INSTALL

PER THE DOOR MANUFACTURER’S RECOMMENDATIONS.

A2 A5

DETAIL

NTS

A2 A5

DETAIL

NTS

DOOR SLIDE

v

PRESSURE RESTRAINT FASTEN

WITH �" THRU-BOLTS 16" O.C.

FULL HEIGHT OR SIZE AND SPACING

AS RECOMMENDED BY THE DOOR

MANUFACTURER, TYP.

4"x4"x�" CRUSH

PLATE, TYP

v

STEEL DOOR

PLATES, TYP.

STEEL TUBE DOOR

STIFFENER, TYP

vSTAY ROLLER, FASTEN WITH �" ANCHOR

BOLTS OR WITH THE DOOR MANUFACTURER’S

RECOMMENDED SIZE, TYP.

LEADING EDGE DETAIL TRAILING EDGE DETAIL

PRESSURE RESTRAINT FASTEN WITH �" ANCHOR

BOLTS 16" O.C. FULL HEIGHT OR SIZE AND SPACING

AS RECOMMENDED BY THE DOOR MANUFACTURER, TYP.

TYPICAL SLIDING BLAST DOOR (SBD) DETAILS, INSTALL

PER THE DOOR MANUFACTURER’S RECOMMENDATIONS.

�" THICK PRESSURE

RESTRAINT ANGLE

WELDED TO THE

DOOR, TYP.

A2 A5

DETAIL

NTS

ANCHOR BOLT. SIZE AND TYPE

PER THE DOOR MANUFACTURER’S

RECOMMENDATIONS.

�" IMPACT RESISTANT

DRYWALL, TYP.

FRAME OPENING WITH

DOUBLE 2x6 STUDS

RIPPED DOWN TO 3�"

USE CLOSED WOOD STUD

CONNECTOR TO ATTACH

DOOR FRAME TO HEADER

1�" DEEP 20 GAUGE

STEEL STUD, TYP

2" RIGID INSULATION, TYP.

18 GAGE CLOSED DOOR

FRAME WITH EXTERIOR

THRESHOLD FOR

CONCRETE OPENING, TYP.

1’-3�" 1’�"

A2 A5

DETAIL

NTS

18 GAGE CONCRETE OPENING

BUTTED DOOR FRAME, TYP.

ANCHOR BOLT. SIZE AND TYPE

PER THE DOOR MANUFACTURER’S

RECOMMENDATIONS.

2"

CONCRETE WALL

N

EXD-2

MECH-N

TYPICAL INTERIOR CONCRETE WALL BUTTED (ICB) FRAME

DETAILS, INSTALL, INCLUDING CAULKING OR GROUTING IN

PLACE IF RECOMMENDED, PER THE DOOR MANUFACTURER’S

REQUIREMENTS AND RECOMMENDATIONS.

TYPICAL EXTERIOR DOOR (EXD) FRAME DETAILS. INSTALL, INCLUDING CAULKING OR GROUTING

IN PLACE IF RECOMMENDED, PER THE DOOR MANUFACTURER’S REQUIREMENTS AND

RECOMMENDATIONS.

fi s h b a r_

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S o lt a n .d

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ROOM NOTES:

1. ALL ROOMS, EXCLUDING THE PUMP ROOM, SHALL BE PROVIDED WITH A CORROSION-RESISTANT STEEL

DRY CHEMICAL TYPE

FIRE EXTINGUISHERS SIZE 10 CLASS B:C, IN ACCORDANCE WITH NFPA 10.

2. ALL ROOMS, EXCLUDING THE NORTH AND SOUTH VESTIBULES, SHALL BE EQUIPPED WITH A PHILIPS

HEARTSTART FR2 OR EQUAL AUTOMATED EXTERNAL DEFIBRILLATORS (AED) DEVICES.

A

M E

N D

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S E

P T

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IL

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Y

C K

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Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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A R

K A

P P

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D A

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F

IL

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B E

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IZ

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S U

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D A

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M A

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C O

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R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

A N

S I

D

US Army Corps of Engineers a u t o t im e

Chicago District

D

C

B

A

1 2 3 4 5

1 2 3 4 5

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C

B

A

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IC

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T R

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O R

P S O

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0 5’5’ 2.5’

SCALE: 1"= 5’-0"

SG-2

SG-2

SG-2

SG-2

STORAGE/

MECH ROOM

M-04

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3 PUMP ROOM

CONTROL ROOM

65"

77"

144"

30"Wx40"H

ACCESS

PANEL

LOUVER/

DAMPER

CONTROL

DAMPER

2"

66"

EVAPORATIVE

COOLING

TOWER

12’-1" 14’-1"

PIPE SLEEVE (TYP.)

(SEE SPECIFICATIONS)

CONCRETE PAD (SEE

STRUCTURAL DRWAINGS)

GROUND FLOOR - HVAC PLAN

LOUVER (L2)

LOUVER (L1)

STAINLESS STEEL DUCT

CONDENSATION LINE

A M4 M4

EQ. PAD

20"

45"

ASECTION

SCALE: 1" = 5’-0" M4 M4

REFRIGERATION PIPING

30"Wx40"H

ACCESS

PANEL

TRANSFORMER ROOM #3

N.T.S.

SOUTH ELEVATION

COOLING TOWER

DUCT WORK

�" O.D. LIQUID LINE

1�" 0.D. SUCTION LINE

ACCU-2

ACCU-2

�" O.D. LIQUID LINE

1�" O.D. SUCTION LINE

AHU-2

LEGEND

SCALE: 1"= 5’-0"

AHU-2

28"X24"

40"X24"

36"X24"

32"X24"

16"x16" DUCT OPENING

RG-1

RG-5

STACKED

RG-2RG-3

SG-4

SG-4

S T

E P

H E

N R T

R E

H A

R N

E

ACCU- AIR-COOLED CONDENSING UNIT

AHU- AIR HANDLER UNIT

SG- SUPPLY GRILL

H V

A C L

A Y

O U

T

A M

E N

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IN

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IS

S U

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A S S

H O

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/2

/2

/2

/2

A

M E

N D

M E

N T

S E

P T

4NOTES:

1. ALL PIPING AND PUMPS INSIDE THE EVAPORATIVE COOLING TOWER

TANK ENCLOSURE SHALL BE HEAT TRACED (SELF REGULATING TYPE).

2. REFRIGERATION PIPING SHALL NOT INTERFERE

WITH COOLING WATER PIPING.

FIRE SUPPRESSION

ALARM SYSTEM

TT

T - THERMOSTAT

1.5MW SPANG

S O

L

IC

IT

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IL

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SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

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US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

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T

C H

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A G

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IL

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IS

SHEET OF 47

C H

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SCALE: 1"= 5’-0"

STORAGE/

MECH ROOM

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CONTROL ROOM

12’-1" 14’-1"

ASECTION

SCALE: 1" = 5’-0"

TRANSFORMER ROOM #3

ACCU-2

ACCU-2

AHU-2

SCALE: 1"= 5’-0"

AHU-2

S T

E P

H E

N R T

R E

H A

R N

E

M-04A

A

M E

N D

M E

N T D

R A

W

IN

G R

E

IS

S U

E D

CACA

CA CA

CA CA

CA

CA

CA CA

CA

CA CA

CA

CA

CLEAN AGENT

CHEMICAL

STORAGE

CONTAINER (TYP)

NOTES:

1. ALL PIPING AND PUMPS INSIDE THE COOLER

TANK FAN ENCLOSURE SHALL BE HEAT TRACED.

2. REFRIGERATION PIPING SHALL NOT INTERFERE

WITH COOLING WATER PIPING.

3.COMPLETE FIRE SYSTEM SHALL BE PROVIDED BY

NFPA2001 (CLEAN AGENT) FIRE EXTINGUISHING

SYSTEM, 2008 EDITION.

3. FINAL LOCATION OF FIRE SUPPRESSION

NOZZLE AND SYSTEM DESIGN TO BE DETERMINED

BY CONTRACTOR.

4. FIRE DETECTION EQUIPMENT FINAL

LOCATIONS TO BE DETERMINED BY

CONTRACTOR AND APPROVED BY GOVERNMENT.

M A

T C

H L I

E

A

A U

G

FIRE SUPPRESSION ZONES

Z O

N E

ZONE 6 ZONE 7 ZONE 10

ZONE7

F

IR

E S

U P

P R

E S

S

IO

N Z

O N

E S

PUMP ROOM

WEATHERPROOF STROBE LIGHT

BELL ALARM

A S S

H O

W N

/2

/2

/2

/2

ZONE

ZONE 9

A

M4AM4A

M4A M4A

FAMAD

F A

M A

D

F A

M A

D

F A

M A

D

F A

M A

D

F A

M A

D

F A

M A

D

FAMAD

ACCU - AIR-COOLED CONDENSING UNIT

AHU - AIR HANDLER UNIT

RA - REMOTE ANNUNCIATOR

CA - CLEAN AGENT CHEMICAL STORAGE CONTAINER

FE - PORTABLE FIRE EXTINGUISHER

CLASSIFICATIONS A, B, C AS MANUFACTURED BY AMEREX OR EQUAL

- BELL ALARM, MOUNTED APPROXIMATELY 10’ A.F.F.

- STROBE LIGHT, MOUNTED APPROXIMATELY 10’ A.F.F.

- FIRE ALARM MANUAL ACTIVATION DEVICE

LEGEND

FAMAD

S E

P T

A M

E N

D M

E N

T

4 FIRE SUPPRESSION

ALARM SYSTEM

1.5MW SPANG

RA

FE

FE

FE FE FE FE

FE FE

S O

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A T

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A T

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D A

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M A

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D E

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T

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C O

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R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

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US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

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SHEET OF 47

C H

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T R

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SCALE: 1"= 5’-0"

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M-05

PULSATOR 3 ROOM TRANSFORMER ROOM #2

M A

T C

H L I

E

GROUND FLOOR PLAN - ROOF DRAIN PIPING

TO ROOF DRAIN TO ROOF DRAIN TO ROOF DRAIN

R O

O F D

R A

IN

P

IP

IN

G L

A Y

O U

T

NOTE:

TO ROOF DRAIN

4" PIPE TO

ROOF DRAIN

(TYP.)

ALL ROOF DRAIN PIPING SHALL

BE CAST IRON (SEE SPECIFICATIONS)

PULSATOR 2 ROOM

SLOPE TO DRAIN �" PER FT.

M5 M6

A

M5 M5

MECH ROOM

ASECTION

SCALE: 1" = 5’-0" M5 M5

TRANSFORMER ROOM #1 PULSATOR 1 ROOM

ACCU-1

SCALE: 1"= 5’-0"

S T

E P

H E

N R T

R E

H A

R N

E

5" CAST IRON

STORM DRAIN

PIPE

5" CAST IRON

STORM DRAIN PIPE

A M

E N

D M

E N

T

S

E P

T

9350KW SPANG 1.5MW SPANG

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

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U M

B E

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S

IZ

E

S U

B M

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T E

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P L

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C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

IC

A

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A

N A

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T R

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STORAGE AND

MECH ROOM

M-06

BUILDING WALL

M A

T C

H L I

E

0 5’5’ 2.5’

SCALE: 1"= 5’-0"

TRANSFORMER ROOM #3 CONTROL ROOM

BUILDING WALL

SEE STRUCTURAL DRAWINGS

R O

O F D

R A

IN

P

IP

IN

G L

A Y

O U

T

SLOPE TO DRAIN

TO ROOF DRAIN TO ROOF DRAIN

4" PIPE TO

ROOF DRAIN

(TYP.)

5’-0"

PROVIDE RODENT

SCREEN

PROVIDE RODENT

SCREEN

SLOPE TO DRAIN �" PER FT.

M6 M6

A

M6 M6

PUMP ROOM

SEE DETAIL 2/M-09

CSECTION

M6 M6COOLING TOWER DISCHARGE

N.T.S.

BSECTION

M5 M6STORM DRAINAGE

N.T.S.

ASECTION

SCALE: 1" = 5’-0" M6 M6

TO COOLING

TOWER DRAIN

5’-0"

EMBEDDED CAST IRON 2 �" PIPE

SLOPE TO DRAIN �" PER FT.

ACU-2

GROUND FLOOR PLAN - ROOF DRAIN PIPING

SCALE 1": = 5’-0"

5" CAST IRON

STORM DRAIN PIPE

S T

E P

H E

N R T

R E

H A

R N

E

A

M E

N D

M E

N T

S E

P T

1.5MW SPANG

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

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S

IZ

E

S U

B M

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T E

D B

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P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

IC

A

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A S S

H O

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M-09_AMD-0004.dgn 9/8/2009 12:27:25 PM

D E

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T M

A N

S T

E P

H E

N R T

R E

H A

R N

E

S E

P T

A M

E N

D M

E N

T

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

B

/1

/2

/1

/2

A S S

H O

W N

W P -0

-B -0

NOTE:

THE CONTRACTOR SHALL

PROVIDE PUMP SUPPORTS

PER MANUFACTURER

RECOMMENDATIONS.

M9 M10

TYP. DETAIL - CLOSED LOOP PUMP

N.T.S.

M9 M3

REFRIGERATION PIPING DIAGRAM

N.T.S.

SEALANT

CONCRETE OR CMU,

CUT HOLE FOR DUCT

SHEET METAL

COLLAR

M9 M6SCALE: �" = 1’-0"

DETAIL

45^ ELBOW

M9 M9

45 DEGREE ELBOW

N.T.S.

AIR HANDLER EQUIPMENT BASE AS REQUIRED

FOR PROPER ATTACHMENT OF ISOLATOR BRACKET

M9 M12

SPRING ISOLATOR DETAIL

N.T.S.

FIGURE 1

N.T.S.

2" PIPE

2" PIPE

2" TEE

45^ TAKEOFF

SEE 6/M-09

FOR DETAILS

1�" PIPE

1�" X 2"

REDUCER

A

M9 M1

REDUCER DETAIL

N.T.S.

45^ TAKEOFF

SEE 6/M-09

FOR DETAILS

REDUCING TEE

1"X1"X�"

�" BLACK STEEL

SCH. 40 AIR PIPE

B

M9 M1

REDUCING TEE DETAIL

N.T.S.

1" BLACK

STEEL SCH.

40 AIR PIPE

1" BLACK STEEL

SCH. 40 AIR PIPE

TO COOLING

CONDENSATE PUMP

BULB AT THERMO EXPANSION VALVE

SUCTION LINE (COVER

WITH INSULATION)

CLAMP

EQUALIZER LINE

SITE GLASS

REMOTE BULB

o

SUCTION LINE 1�"

LIQUID LINE (�")

2" CPVC PIPE

PIPE INSULATION

1�" / 2" CPVC PIPE

MINIMUM

1" CLEARANCE,

ISOLATOR HEIGHT

SAVING BRACKET

CONCRETE PAD

�" X 12" X 12" STEEL PLATE

CENTERED ON ISOLATOR

WHERE EXPANSION IS PRESENT:

PIPE INSULATION @ HANGERS

WHERE EXPANSION IS NOT PRESENT:

PIPE INSULATION @ HANGERS

2" PIPE AND GREATER (COLD)

MSS-SP-69

PROTECTION SHIELD

TYPE-40

MSS-SP-69

PROTECTION SHIELD

TYPE-40

1 �" PIPE AND SMALLER

(HOT OR COLD)

MSS-SP-69

PROTECTION SADDLE

TYPE-39

PIPE INSULATION

(TYP.)

2" PIPE AND GREATER

(HOT)

INSULATION JACKET

(TYP.)

M-11_AMD-0004.dgn 9/4/2009 11:10:03 AM

LEGEND:

EA

EA

EA

EA

EA

PS

CB

C.T.

S

AFCIFIAFC IFI

EA

AFC IFIAFC IFI

T T

1 �" CPVC PIPE

CB

CB

EWTS

EWTS

EA

S S F

S S F

EA

EA

EA

AFC

IFI

PIPE

ELECTRICAL CONDUIT

UNDERGROUND PIPE

ELBOW DOWN

UNION

BALL VALVE

CHECK VALVE

PRESSURE GAUGE

PRESSURE SWITCH

ELECTRONIC WATER

TREATMENT SYSTEM

CONTROL BOX

PRESSURE TANK

COOLING TOWER

PUMP

WATER TREATMENT PACKAGE

EXPANSION TANK

TEE

ELBOW

PRESSURE RELIEF VALVE

5" WELL

FAN ELECTRICAL MOTOR

ELECTRIC VALVE ACTUATOR

TEMPERATURE SENSOR

GATE VALVE

STRAINER

FLEXIBLE COUPLING

DRAIN VALVE

AIR SEPARATORS

IN-LINE FLOW INDICATOR

HOSE BIB AND DRAIN

RESIN BED FILTER

SIDE STREAM FILTER

AUTOMATIC AIR VENT

WATER METER

AUTOMATIC FLOW CONTROL

DEVICE

AFCAFC IFI IFI

EA

R B F

R B F

T

C.T.

T

T

2" CPVC

PIPE

2" CPVC

PIPE

1 �"

CPVC

PIPE

W W

R B F

S S F

AV

45^(TYP)

WM

EWTS

EWTS

ET ET

T

EWTS

RBF

SSF

AV

EA

AV

AV

EAEA

ETETET ET

S

FEM

FEM

WTP

2" CPVC

PIPE

WM

EWTS

TO PULSE

GENERATORS

TO DC POWER

SUPPLIERS

EA

PS2PS3 P2P3

PS

PS

V

FEM

T

EA

P1PS1

EA

NOTES:

PT

ET

W

WTP

1) ALL VALVES ON DI LOOP SHALL BE

NON-METALLIC AND COMPATIBLE WITH DI

WATER APPLICATION EXCEPT THE VALVES

WITH ACTUATORS.

2) ITEMS SHOWN WITH AN (*) ON THE

LEGEND WILL BE DESIGNED AND SUPPLIED

BY OTHERS AND INSTALLED BY THE

BUILDING CONTRACTOR.

PT

PT

FROM PULSE GENERATORS 1, 3

FROM POWER SUPPLIES 1, 2, 3

FROM PULSE GENERATORS 2, 3

PUMP ROOM - SCHEMATIC LAYOUT

N.T.S.

M-11

W E

L L W

A T

L O

S E

D L

O O

P S

Y S

T E

M D

IA

G R

A M

K Z

K C

S R

T

M -1

.d g n

S T

E P

H E

N R T

R E

H A

R N

E

M A

R K

A M

E N

D M

E N

T

S E

P T

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

B

/1

/2

/1

/2

A S S

H O

W N

W P -0

-B -0

M-13_AMD-0004.dgn 9/4/2009 9:01:13 AM

67"

26 �"29 �"

M-13

K Z

S R

T M

A N

M -1

.d g n

E V

A P

O R

A T

IV

E C

L O

S E

D C

IR

C U

IT

C

O O

L E

R

J W -2

A

B

C

S T

E P

H E

N R T

R E

H A

R N

E

A M

E N

D M

E N

T

S E

P T

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

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/1

/2

/1

/2

A S S

H O

W N

W P -0

-B -0

SBC

DETAIL 2

N.T.S.

DETAIL 1

N.T.S.

CONNECTION SIDE

N.T.S.

RIGHT SIDE ELEVATION

N.T.S.

LEFT SIDE ELEVATION

N.T.S.

ALL DOORS ARE NOMINAL 19"X 27"

AND INTERCHANGEABLE

COOLING TOWER WATER TREATMENT SYSTEM (SWEEPING SYSTEM)

N.T.S.

1. OPERATING WATER LEVEL 1" BELOW SCROLL OPENING OF PAN. DETAIL NO.1

2. CONSULT FACTORY FOR SIZE AND LOCATION OF CONNECTIONS FOR HIGH FLOW

(JWH) MODELS AND MULTI-CIRCUITED COILS.

3. DIMENSIONS APPLY TO LOW FLOW (JWL), STANDARD FLOW (JW) AND HIGH FLOW

(JWH) MODELS EXCEPT AS INDICATED IN NOTE NO. 2.

4. CONNECTION SIZES ARE STANDARD COPPER O.D. AND ARE SIZED FOR NOMINAL

FLOW RATES.

5. ALL PIPING AND PUMPS INSIDE THE EVAPORATIVE COOLING TOWER TANK

ENCLOSURE SHALL BE HEAT TRACED (SELF REGULATING TYPE).

NOTES:

TO SWEEPING

SYSTEM PACKAGE

1 �" PIPE TO

PRESSURE TANK

22 �"

33 �"

20 �"

12 �"12 �"

REMOVABLE

FAN BELT

GUARD

SPRAY HDR

CLEANOUT

2 �" O.D.

INLET

2 �" O.D.

OUTLET

EXTERNAL

FLOAT BOX

2 �" FPT

OVERFLOW

2 �" FPT

DRAIN

22"

6 �"

8 �"

M-14_AMD-0004.dgn 9/8/2009 2:23:53 PM

ITEM

LOCATION

SERVICE

TYPE

CFM

PRESSURE DROP

NOM. SIZE

(IN.)

W

H

D

L-1

AREA

(S.F.)

NET

FREE

STATIONARY LOUVER SCHEDULE

REMARKS:

ACCESSORIES:

BRONZE ANODIZE

6063-T5 ALUMINUM

MIN. 0.081 IN THK.

FINISH:

FRAME:

MATERIAL: 6063-T5 ALUMINUM

MIN. 0.081 IN THK.

BRONZE ANODIZE

L-2

CT-1

INTAKE

COMBINATION, DRAINABLE BLADE

11,800

0.037 IN. W.C.

CT-1

EXHAUST

COMBINATION, DRAINABLE BLADE

11,800

0.035 IN. W.C.

47.5

22.81

49.5

23.96

EXTRUDED EXTRUDED

37.5 DEG BLADE, 6� IN O.C. 37.5 DEG BLADE, 6� IN O.C.

BIRD SCREEN, ELECTRIC

2 POSITION ACTUATOR

BIRD SCREEN, ELECTRIC

2 POSITION ACTUATOR

RUSKIN, MODEL ELF6375DDESIGN BASIS: RUSKIN, MODEL ELF6375D

NOTES: BOTTOM EDGE OF LOUVER SHALL

BE A MINIMUM OF 24 INCHES

ABOVE EXTERIOR FINISH GRADE.

R-410A

51.0 17.3/22.2 1.8

CONST. VOLUME, INDOOR

10000

2.00 (IN H20)

MULTIBLADE AIRFOIL

BELT/ADJUSTABLE

VERTICAL

10.0

DIRECT EXPANSION

10000

80.0

55.00

54.32

274.4

391.48

R-410A

ELECTRIC

10000

45.0/70.28

NICKEL CHROME

273.04

(4) 20X20X4 THROWAWAY

35-40% (ASHRAE STD. 52.1)

CONST. VOLUME, INDOOR

10000

2.00 (IN H20)

MULTIBLADE AIRFOIL

BELT/ADJUSTABLE

VERTICAL

10.0

DIRECT EXPANSION

10000

80.0

55.00

54.32

274.4

391.48

R-410A

ELECTRIC

10000

45.0/70.28

NICKEL CHROME

273.04

(4) 20X20X4 THROWAWAY

35-40% (ASHRAE STD. 52.1)

1. UNITS SHALL BE PROVIDED WITH A NEMA 1, NON- FUSED DISCONNECT 3-PHASE.

2. ALL UNITS SHALL BE INSTALLED WITH MANUFACTURER PROVIDED EQUIPMENT RAILS

OR CURB AND VIBRATION ISOLATORS.

3. UNIT SHALL BE INSTALLED WITH DUCT-MOUNTED SMOKE DETECTOR.

4.AUTOMATIC CHANGEOVER THERMOSTAT.

H E

A T I

N G

ITEM AHU-1

TYPE

CFM

ESP

TYPE

DRIVE TYPE

AIR FLOW APPLICATION

HP

VOLT

PHASE

RPM

MOTOR

MCA (A)

MAX FUSE SIZE (A)

SUPPLY FAN FLA (A)

TYPE

CFM

EAT - DB (f)

- WB (f)

LAT - DB (f)

- WB (f)

NET SENSIBLE (MBH)

NET TOTAL CAP. (MBH)

AMBIENT TEMP (f)

REFRIGERANT CIRCUITS

REFRIGERANT

AIR HANDLING UNIT SCHEDULE

F I

L T

E R

S E

C T I

O N

TYPE

EFFICIENCY

DESIGN BASIS:

ACCESSORIES:

C O

O L I

N G

S U

P P

N

TYPE REFRIG.

D.B.

EAT

W.B.

VOLTAGE PHASE EER

COND. FAN

L.R.A. (EA.)

COND. FAN

F.L.A. (EA.)

COMPRESSOR

L.R.A. (EA.)

COMPRESSOR

R.L.A. (EA.)

MAX FUSE

SIZE (AMPS)

MCA

(AMPS)

REFRIG.

CIRCUITS

SPLIT

ACCU ONLY

KW

SYSTEM

KW

OUTDOOR

AMBIENT

TOP DISCHARGE 67 3

NOTES:

NO.

COMPS.

DESIGN BASIS:

ITEM

TYPE

CFM

EAT / LAT (f)

CAPACITY (KW)

ELEMENTS

STAGES

VOLTS

PHASE

TOTAL CAP. (MBH)

AHU-2

GROSS COOLING

CAPACITY

460300,000 BTU/HR

N/A

TRANE TWE 120A3 HEAT PUMP

1 60 9.0

88.00

MANUFACTURE TYPE CAPACITY HP DRIVEITEM

NOTES:

AIR COMPRESSOR SCHEDULE

C-1

POWER SUPPLY RECEIVER GALLONS

5 ELEC 208/3/60 100

LOCATION MANUF. CAPACITY OUTLETITEM

NOTES:

REFRIGERATED AIR DRYER SCHEDULE

DR-1 SEE PLAN 35 DEW POINT 130

INLET AIR TEMP F INLET (PISG)

HP

1/2

POWER

VOLTS/PH/HZ

115/1/60

MID. WEST COMP.RECIPROCATING 20 ACFM AT 100 PSIG

1.COMBINATION STARTER/DISCONNECT.

BURAN HTD20 20 (ACFM)

2.DRAIN LINE PROVIDED W/AUTOMATIC BLOWDOWN TIMER & VALVE

BASED ON THERMAL RESISTIVITY (R VALVE OR 1/K VALVE)

4.0 TO 4.6 FT - H - F/BTU - IN ON A FLAT SURFACE AT 75 F MEAN

ABOVE 350

251-350

201-250

141-200

105-140

1.5

1.5

1.0

0.5

0.5

2.5

1.5

1.5

1.0

0.5

2.5

1.5

1.0

0.5

3.0

3.0

2.0

1.0

1.0

4.0

3.0

2.0

1.5

1.0

4.0

3.0

2.0

1.5

1.0

8" AND

OVER

4" TO

UNDER 8"

1-1/2" TO

UNDER 4"

1" TO

UNDER 1-1/2"

UNDER

1"

RUN OUTS

TO 2"

40-60 0.5 0.5 1.0 1.0 1.0 1.0

FLUID

TEMP.

RANGE

DEG. F

INSULATION THICKNESS FOR PIPE SIZES

HEATING SYSTEMS (STEAM & HOT WATER)

COOLING SYSTEMS

MINIMUM PIPE INSULATION SCHEDULE

ASHRAE 90.1-2004 (TABLE 6.8.3)

TRANE

RAUJC254B AIR HANDLER

95 80.0

2 142/158

1. PIPING CONNECTIONS SIZES:

SUCTION LINE( IN.) OD: 1 5/8

LIQUID LINE (IN.) OD: 7/8

2. UNITS SHALL BE PROVIDED WITH A NON-FUSED DISCONNECT 3-PHASE AND CONVENIENCE OUTLET.

TRANE

RAUJC254B AIR HANDLER

AIR-COOLED CONDENSING UNIT SCHEDULE

ACCU-1

ACCU-2

MOTOR

HP

POWER

AMPS

RPM

DESIGN BASIS:

ITEM

WATER PUMP SCHEDULE

P-1* P-2* P-3* PS-1 PS-2 PS-3

MODEL

LOCATION

GPM

HEAD (FT.)

STAGES

2SVD1H5J

PUMP ROOM

460/60/3

460/60/3

460/60/3

2SVD1E5C

PUMP ROOM

460/60/3

460/60/3

2SVD1E5C

PUMP ROOM

2SVD1E5C

PUMP ROOM

460/60/3

GOULD SERIES 2SVD WITH 316SS. *: THESE PUMPS ARE USED FOR DEIONIZED WATER.

PUMPS SHALL BE SPEED CONTROLLED THRU VFD’S.

ACCESSORIES

DESIGN BASIS FOR THE AIR SEPERATOR

DESIGN BASIS FOR THE AUTOMATIC AIR VENT

DESIGN BASIS FOR THE AUTOMATIC AIR VENT FOR DI WATER LOOP

BELL & GOSSETT MODEL IAS 2.5

B&G MODEL 87 VENT

PLAST-O-MATIC, MODEL # DGV05OVCP

2SVD1H5J

PUMP ROOM

2SVD1H5J

PUMP ROOM

EXPANSION TANK

MODEL

TYPE

TOTAL VOLUME (GAL)

MAX WORKING PRES. (PSIG)

MAX WORKING TEMP. (F)

SYSTEM CONNECTION

(INLET/OUTLET)

HEIGHT (IN)

DIAMETER (IN)

TXA 85

PRECHARGED

1" BOTTOM

NPT S.S

H E

D U

L E

S

M-14

K Z

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IC

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N N

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IL

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A M

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

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IP

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D

2 3

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4 5

A

B

M A

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A P

P R

D A

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F

IL

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B E

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P L

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C A

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A T

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M A

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D E

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C O

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C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

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M-15_AMD-0004.dgn 9/3/2009 2:32:58 PM

100^F

70^F

80^F

90^F

110^F

120^F

130^F

140^F

150^F

160^F

170^F

180^F

190^F

200^F

SIDE STREAM FILTER/FEEDER

ITEM

STYLE

DESIGN BASIS

CAPACITY (gpm)

FILTER CAP. (MICRON)

FILTER STYLE

MOUTH OPENING

CHEMICAL ADDITION CAP.

REMARKS PROVIDE FILTER OPTIONAL STAND. UNIT SET-UP

FOR BAGS NOT CARTRIDGE FILTERS.

SSF-1

BYPASS FILTER/FEEDER

NEPTUNE - FTF - 5 HP

1.0

5.0

BAG/STAINLESS STEEL BASKET

3-1/2 INCH

YES

RESIN BED CARTRIDGE

CAPACITY GRAINS

(MG TDS AS CACO

INITIAL r P (PSI)

@ FLOW RATE (GPM)

SUGGESTED FLOW RATE

1,850

(120,000)

1.10 PSI @ 1.25GPM

(0..076 BAR @ 4.7 L/MIN)

1.25 GPM

(4.7 L/MIN)

ITEM

RG-1

RG-2

RG-3

RG-4

RG-5

RG-6

RG-7

AIR FLOW

(CFM)

GRILLE

SIZE(IN)

PRESS. DROP

(IN WC)

NC

1,000

2,100

3,000

4,100 X 2

4,515 X 2

4,650 X 2

5,000 X 2

18 X 18

36 X 18

30 X 30

46 X 34

48 X 36

48 X 36

44 X 44

0.032

0.034

0.035

0.022

0.021

0.022

0.020

<14

<15

<15

RETURN GRILLE SCHEDULE

ITEM

SG-1

SG-2

SG-3

SG-4

SG-5

AIR FLOW

(CFM)

GRILLE

SIZE(IN)

PRESS. DROP

(IN WC)

NC

14 X 14

14 X 14

16 X 16

16 X 16

16 X 16 0.021

<11

SUPPLY GRILLE SCHEDULE

0.019

0.016

0.025

0.017

<11

<12

<10

DESIGN BASIS: MOTORIZED FIRE DAMPER

1� HR PER NEC 70 ARTICLE 450.45

DESIGN BASIS: MOTORIZED SMOKE DAMPER

1� HR PER NEC 70 ARTICLE 450.45

SG-6 750 24 X 16 0.017 <14

<12

124"

47-1/4"

77"

54@80 TDH

CS-1.5T-THD CARBON STEEL, POWDER COATED

SCHEDULE 80 PVC WITH ENAMEL FINISH

100^F

1-1/2"

1-1/2"

3 HP

4.8 AMPS

CAST IRON

1/4" PERFORATED 304 STAINLESS STEEL

FEMALE NPT THREAD

CAST IRON

BRONZE

VITON ELASTOMER, SILICON CARBIDE SEAT, CARBON ROTARY

120 VAC 60HZ

1" FEMALE NPT, BALL VALVE

67"

26-1/8"

29-1/4"

NEMA 4 POWDER COATED, WATERTIGHT, UL LISTED AND CSA APPROVED

STARTER WITH THERMAL OVERLOAD, HOA, 460/120 TRANSFORMER WITH

CIRCUIT BREAKERS, PUMP "RUN" LIGHT, LOCKABLE DOOR DISCONNECT,

MAGNETIC CONTACTOR, TIMER, MANUFACTURED WITH ALL UL LISTED &

CSA APPROVED ELECTRICAL COMPONENTS.

25 WATT, AMBER, 120 VAC

UL LISTED AND LABELED, MANUFACTURED TO UL-508A STD.

SBC2000-SBC24000

NEMA 4

40 LB (18.1 KG)

100-240 VAC

47-63 HZ

<100 WATTS

14^F TO 120^F

(-10^C TO 49^C)

SBC2000

2"

24"

5.03"

REACTION CHAMBER MEETS NEMA 4

WEATHERPROOF SPECIFICATIONS

WX-205

PRECHARGED

STAND

@ 20-60 PSI 13.7-10.0

200^F

29-5/8"

22"

1-1/4"F

.75 BHP

70.00 GPM/2 EACH

460/3/60

CENTRIFUGAL

523 RPM

1800 RPM

5.000 BHP/2 EACH

11800 CFM

REQUIRED

3 PHASE

460 VOLTS 1.15SF

12.7

RECOLD (OR EQUAL)

JW SERIES

JWL-25B FORCED DRAFT COUNTERFLOW FLUID COOLER

COPPER

71 DBA, 5 FT FROM BLOWER INLET

ITEM

EVAPORATIVE COOLING TOWER

F A

N P

U M

P

MANUFACTURER

PRODUCT

MODEL

COIL MATERIAL

SOUND PRESSURE LEVEL

D I

M E

N S I

O N

S

WIDTH

LENGTH

HEIGHT

PRESSURE TANK

P U

M P

MODEL TSS-A-150-NRT-HH

M O

T O

R HORSEPOWER

APPROXIMATE AMPS @ 460V

RPM

PUMP CASING

PUMP IMPELLER

STD. MECHANICAL SEAL

BODY CONSTRUCTION

INTERNAL SCREEN

CONNECTION TYPE

C O

N T

R O

L

P A

N E

L

P U

R G

E

V A

L V

E

ACTUATOR, MOTORIZED

SPRING RETURN

CONNECTION TYPE

DIM "A"

DIM "B"

DIM "C"

DESIGN FLOW RATE, GPM

SEPERATOR MODEL

PIPE ASSEMBLY

MAX. INLET P.S.I.

MAX. OPERATING P.S.I.

MAX. OPERATING TEMP.

INLET (NPT THREAD)

OUTLET (NPT THREAD)

B A

S K

R A I

N E

R

S

T A

N D

A R

D

ENCLOSURE

ELECTRIAL COMPONENTS

SERVICE LIGHT (STD.)

NOTE FOR CONTROL PANEL:

D I

M E

N S I

O N

S

TYPE

ENCLOSURE

WEIGHT

VOLTAGE

HERTZ

POWER CONCUMPTION

TEMPERATURE

COOLING TOWER WATER TREATMENT PACKAGE

MODEL

NOM. PIPE SIZE "A"

PVC/CPVC FLANGED "B"

COIL COVER O.D. "C"

NOTE:

MAX. WORKING PRESSURE (PSIG)

PER GIVEN TEMP (^F)

MAX. WORKING PRESSURE (PSIG)

PER GIVEN TEMP (^F)

MODEL

TYPE

TOTAL VOLUME (GAL.)

STANDARD TANK EQUIVALENT (GAL.)

TANK STYLE

GALLONS DRAWDOWN

PRECHARGE PRESSURE (PSI)

MAX. WORKING PRESSURE

MAX. WORKING TEMPERATURE

HEIGHT

DIA.

INLET/OUTLET NPT

HPITEM

VARIABLE FREQUENCY DRIVE SCHEDULE

STARTER TYPE: PWM - PULSE WIDTH MODULATED

COMM PROTOCOL INPUT

VOLTAGE

OUTPUT

VOLTAGE

PHASES NEMA

ENCLOSURE

REMARKS

3 PUMP P-1VFD-1 460 460 3 1

3 PUMP P-2VFD-2 460 460 3 1

3 PUMP P-3VFD-3 460 460 3 1

1VFD-4 460 460 3 1

1VFD-5 460 460 3 1

1VFD-6 460 460 3 1

PUMP PS-1

PUMP PS-2

PUMP PS-3

VFD-7 460 460 3 1

VFD-8 460 460 3 1

CT FAN MOTOR #1

CT FAN MOTOR #2

PUMP MOTOR OUTPUT

PUMP WATER FLOW/NUMBER

EL. CHARACTERISTICS

FAN (TYPE)

FAN SPEED

FAN MOTOR SPEED

FAN MOTOR OUTPUT/NUMBER

AIR FLOW TOTAL

VFD COMPATIBILITY

PHASE

VOLTS

AMP

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

MOD-BUS

VIA ETHERNET

STANDARD FEATURES TO INCLUDE: MANUAL SPEED ADJUSTMENT; ELECTIC THERMAL OVERLOADS; CONTROL

TRANSFORMER,

FUSED, 120 VOLT; ISOLATION TRANSFORMER; THERMAL OVERLOADS; HAND-OFF-AUTO IN DOOR, 4-20 mA

FOLLOWER INPUT;

SKIP FREQUENCY CAPABILITY; REMOTE START-STOP; REMOTE DRIVE RUN; REMOTE FAULT TRIP; TWO

CONVERTIABLE

AUXILIARY CONTACTS;BUILT-IN PID CONTROL; KEYPAD INTERFACE; AND TWO ANALOG VOLTAGE INPUTS.

NOTE: THE CONTRACTOR SHALL PROVIDE AC LINE REACTORS FOR EACH VFD AS REQUIRED

NOTE: EACH VFD SHALL HAVE A BUILT-IN WEB SERVER.

ELECTRONIC WATER TREATMENT SYSTEM DRIVER

ELECTRONIC WATER TREATMENT SYSTEM REACTION CHAMBER

S C

H E

D U

L E

S

K Z

S R

T M

A N

M -1

.d g n

M-15

S T

E P

H E

N R T

R E

H A

R N

E

A M

E N

D M

E N

T

A S S

H O

W N

/2

/2

/2

/2

A U

G

A M

E N

D M

E N

T

S E

P T

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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

US Army Corps of Engineers a u t o t im e

C H

IC

A G

O D

IS

T R

IC

T

C H

IC

A G

O

IL

L

IN

O

IS

SHEET OF 47

C H

IC

A

N

IT

A

N A

L

E L

E C

T R

IC

R R

IE

R

B W

P -0

-B -0

3 4