W912P6B140011_AMD0003_Dispersal_Barrier_1_Project_B_Plans.pdf

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®of Engineers

US Army Corps

SHEET OF

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

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LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

Contract: W912P6-XX-X-XXXX

AUGUST 8, 2014

Certified Final Documents - RTA W912P6-14-B-0011

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CANAL

BOUNDARIES

PROJECT

LOCATION

PROJECT

ROMEOVILLE, ILLINOIS

CHICAGO SANITARY SHIP

CANAL FISH BARRIER I - PROJECT B

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®of Engineers

US Army Corps

SHEET OF

SHEET INDEX GENERAL NOTES

STANDARD ABBREEVIATIONS

OR DETAIL

SECTION

NUMBER OF

R-09

SHOWN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

S1 S1

B A

S5 S5

OR DETAIL

SECTION

LETTER OF

TAKEN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

SHOWN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

OR DETAIL

SECTION

LETTER OF

SHOWN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

TAKEN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

SECTION MARKER SECTION TITLESECTION TITLE

PAVEMENTP

TOP OF CURBTC

GRADE AT FORNDATIONGF

FINISH FLOORFF

CENTERLINECL

FIRE HYDRANTFH

NORTH AMERICAN VERTICAL DATUMNAVD

OCEAN SURVEYS, INC.OSI

CORPS OF ENGINEERSCOE

ARMY CORPS OF ENGINEERSACOE

DIGITAL TERRAIN MODELDTM

CORRUGATED METAL PIPECMP

REINFORCED CONCRETE PIPERCP

STEEL SHEET PILESSP

CONTRACTING OFFICER'S REPRESENTATIVECOR

MANHOLEMH

VERIFY IN FIELDVIF

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

PIPE SLOPES

HORIZONTALH

VERTICALV

MINIMUMMIN

NOT TO SCALENTS

EXPANSION JOINTEJ

CONSTRUCTION JOINTCJ

SHEET INDEX

STRAY CURRENT.

CONTRACTORS MUSH TAKE PRECAUTIONS TO PROTECT EMPLOYEES FROM

OF THE STRAY CURRENT HAS BEEN AS HIGH AS 346 VOLTS DIRECT CURRENT (VDC).

CONDUCTIVE MATERIALS WITHIN AND ADJACENT TO THE WORK LIMITS. MEASUREMENT

CONDUCTIVE MATERIALS CONTACTING THE GROUND, STRUCTURES, OR OTHER

CAUSED ELECTRIFICATION AND POTENTIAL SHOCK HAZARD WITH REGARD TO

12. AS A CONSEQUENCE OF OPERATIONS AT THE FISH BARRIER, STRAY CURRENT HAS

BE ROUTED THROUGH THE SPANG AND PULSER ROOMS.

11. UNLESS SPECIFICALLY NOTED, NO CONTROL SYSTEM CONDUIT OR CABLING SHALL

WILL BE UTILIZED BY OTHERS DURING PROJECT DURATION.

TRAFFIC DURING THE CONSTRUCTION DURATION OF THE PROJECT. ROADWAY

10. CONTRACTOR SHALL PROVIDE AT LEAST ONE OPEN LANE FOR TWO WAY TRUCK

ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.

9. CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT

NOT FROM CANAL, VIA BARGE OR BOAT.

8. CONTRACTOR SHALL NOTE THAT ALL WORK WILL BE PERFORMED ON LAND AND

IN AND AROUND THE CANAL.

DURING CONSTRUCTION AND SHOULD PROCEED WITH CAUTION WHILE WORKING

7. CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIER WILL BE ACTIVE

MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.

6. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

LAYOUT OF WORK LIMITS AND FENCE LINE.

5. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR

THE SPECIFIED WORK LIMITS.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN

TIME. ACTUAL CONDITIONS MAY VARY.

AND REPRESENTS CONDITIONS EXISTING AT THAT

PRESENTED IS FROM BOLLINGER, LACH, & ASSOCIATES, INC.

3. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION

VERTICAL DATUM (NAVD) OF 1988.

2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS

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PLUMBING DETALSP-50198

LOFT SPACE SUPPLY AND SANITARY PIPING LAYOUTSP-11197

ADMINISTRATION WING SECOND FLOOR SANITARY PIPING LAYOUTP-11096

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT 3P-10995

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT P-10894

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUTP-10793

ADMINISTRATION WING FIRST FLOOR SANITARY PIPING LAYOUTP-10692

PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUTP-10591

PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUTP-10490

ADMINISTRATION WING SECOND FLOOR WATER PIPING LAYOUTP-10389

PRODUCTION WING FIRST FLOOR WATER PIPING LAYOUTP-10288

ADMINISTRATION WING FIRST FLOOR WATER PIPING LAYOUTP-10187

PLUMBING KEY PLANP-00186

CLEAN AGENT STORAGE TANK (CAST) SCHEDULEFP-60185

SECOND FLOOR FIRE SUPPRESSION PLANFP-10284

FIRST FLOOR FIRE SUPPRESSION PLANFP-10183

ONE LINE DIAGRAMFA-60282

FIRE ALARM SYSTEM MATRIXFA-60181

SECOND FLOOR FIRE SUPPRESSION PLANFA-10280

FIRST FLOOR FIRE SUPPRESSION PLANFA-10179

ARCHITECTURAL SCHEDULES DOORSA-60178

TYPICAL ARCHITECTURAL DETAILS WINDOWSA-50577

TYPICAL DOOR DETAILS SHEET 2A-50476

TYPICAL DOOR DETAILS SHEET 1A-50375

ROOF DETAILSA-50274

EXTERIOR WALLS TYPICAL COMPONENT DETAILSA-50173

EXTERIOR WALLS TYPICAL DETIAL SECTIONSA-40172

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 6A-31371

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 5A-31270

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 4A-31169

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 3A-31068

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 2A-30967

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 1A-30866

TYPICAL WALL SECTION ADMINISTRATION WING SHEET 3A-30765

TYPICAL WALL SECTION ADMINISTRATION WING SHEET 2A-30664

TYPICAL WALL SECTIONS ADMINISTRATION WING SHEET 1A-30563

TYPICAL SECTION BAYS 12-13 13-14 14-15A-30462

TYPICAL SECTION BAYS 8-9 9-10 10-11 11-12A-30361

TYPICAL SECTION BAYS 4-5 5-6 6-7 7-8A-30260

TYPICAL SECTIONS BAYS 1-2 2-3 3-4A-30159

SECOND FLOOR PLAN BAYS 12-13 13-14 14-15, AND 15-16A-11058

SECOND FLOOR PLAN BAYS 8-9 9-10 10-11 11-12A-10957

SECOND FLOOR PLAN BAYS 4-5 5-6 6-7 7-8A-10856

SECOND FLOOR PLAN BAYS 1-2 2-3 3-4A-10755

FIRST FLOOR PLAN BAYS 12-13 13-14 14-15A-10654

FIRST FLOOR PLANS BAYS 8-9 9-10 10-11 11-12A-10553

FIRST FLOOR PLANS BAYS 4-5, 5-6, 6-7, 7-8A-10452

FIRST FLOOR PLAN BAY 2-3 CONFERENCE-BRIEFING ROOMA-10351

FIRST FLOOR PLAN BAY 1-2A-10250

BUILDING FLOOR PLANSA-10149

BUILDING ELEVATIONS AND TYPICAL SECTIONSA-10048

GENERAL NOTESA-00147

PLAN ELEVATION SECTIONS AND DETAILS STRUCTURAL FACADE OPENINGSS-70446

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 3S-70345

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 2S-70244

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 1S-70143

STRUCTURAL DETAILS SHEET 1S-50142

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 5S-40541

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 4S-40440

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 3S-40339

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 2S-40238

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 1S-40137

STRUCTURAL SECTIONS BEAMS AND COLUMNS SHEET 2S-30636

STRUCTURAL SECTIONS BEAMS AND COLUMNS SHEET 1S-30535

STRUCTURAL SECTIONS AND DETAILS SHEET 4S-30434

STRUCTURAL SECTIONS AND DETAILS SHEET 3S-30333

STRUCTURAL SECTIONS AND DETAILS SHEET 2S-30232

STRUCTURAL SECTIONS AND DETAILS SHEET 1S-30131

PRODUCTION WING LONGITUDINAL STRUCTURAL FRAME ELEVATIONSS-20730

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 4S-20629

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 3S-20528

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 2S-20427

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 1S-20326

ADMINISTRATION WING LONGITUDINAL STRUCTURAL FRAME ELEVATIONS SHEET 2S-20225

ADMINISTRATION WING LONGITUDINAL STRUCTURAL FRAME ELEVATIONS SHEET 1S-20124

BUILDING FOUNDATION PLAN AND TYPICAL SECTIONSS-10123

DETAILSC-50122

PARASITIC CONTROL CABINET SLAB & BURRIED CONDUITC-30821

PARASITIC & ELECTRODE DUCT BANKC-30720

TYPE B - FENCE DETAILC-30619

TYPE B - FENCE DETAILC-30518

TYPE A - FENCE DETAILC-30417

TYPE A - FENCE DETAILC-30316

TYPICAL ROADWAY CROSS SECTION, DUCT BANK AND WALKWAY LAYOUTC-30215

WALKWAY SECTION AND DETAILSC-30114

PARKING LOT GRADINGC-10813

SITE PLAN WEST SIDEC-10712

SITE PLANC-10611

SITE PLAN PERMANENT BARRIER IC-10510

SITE PLAN BARRIER IIBC-1049

SITE PLAN 135TH STREET/BARRIER IIBC-1038

SITE KEY PLANC-1027

WORK LIMITSC-1016

BORING LOGS PLAN AND PROFILEB-1015

GEOTECHNICAL LEGENDB-0014

SURVEY CONTROL AND BENCHMARKSV-0013

SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTESG-0022

LOCATION AND VICINITY MAPG-0011

REFERENCENUMBER

TITLE SHEET SHEET

E-600 REFERENCE DRAWINGR-002197

E-003 REFERENCE DRAWINGR-001196

TELECOMMUNICATION RISER DIAGRAMT-601195

TELECOMMUNICATION PLAN TYPICAL PLAN TYPICAL OUTLET DIAGRAMT-501194

FIRST FLOOR TELECOMMUNICATION PLAN ENLARGED SERVER ROOM - AREA BT-103193

SECOND FLOOR TELECOMMUNICATION PLAN AREA A&BT-102192

FIRST FLOOR TELECOMMUNICATION PLAN AREA A&BT-101191

ELECTRICAL LEGENDT-001190

ELECTRONIC SECURITY SYSTEM DOOR DETAILSEY-202189

ELECTRONIC SECURITY SYSTEM DOOR DETAILSEY-201188

SECOND FLOOR ESS PLAN AREA A&BEY-104187

SECOND FLOOR ESS PLAN AREA A&BEY-103186

FIRST FLOOR ESS PLAN AREA A&BEY-102185

FIRST FLOOR ESS PLAN AREA A&BEY-101184

ELECTRONIC SECURITY SYSTEM SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES1EY-00183

34.5KV ELECTRICAL MANHOLE DETAILSES-501182

34.5KV ELECTRICAL DUCTBANK SECTIONS AND DETAILSES-301181

34.5KV ELECTRICAL SITE PLAN "C"ES-004180

34.5KV ELECTRICAL SITE PLAN "B"ES-003179

34.5KV ELECTRICAL SITE PLAN "A"ES-002178

34.5KV ELECTRICAL SITE KEY PLANES-001177

LIGHTNING PROTECTION DETAILSEI-501176

LIGHTNING PROTECTION PLANEI-101175

ELECTRICAL SCHEDULESE-703174

ELECTRICAL SCHEDULESE-702173

ELECTRICAL SCHEDULESE-701172

ELECTRICAL ONE-LINEE-602171

ELECTRICAL ONE-LINEE-601170

ELECTRICAL DETAILSE-503169

ELECTRICAL DETAILSE-502168

ELECTRICAL DETAILSE-501167

ELECTRICAL SECTIONSE-301166

LIGHTING LOFT FLOOR PLANE-123165

LIGHTING SECOND FLOOR PLANE-122164

LIGHTING SECOND FLOOR PLANE-121163

LIGHTING SECOND FLOOR PLANE-120162

LIGHTING SECOND FLOOR PLANE-119161

LIGHTING FIRST FLOOR PLANE-118160

LIGHTING FIRST FLOOR PLANE-117159

LIGHTING FIRST FLOOR PLANE-116158

LIGHTING FIRST FLOOR PLANE-115157

ELECTRICAL UNDERGROUND PLANE-114156

ELECTRICAL UNDERGROUND PLANE-113155

ELECTRICAL LOFT FLOOR PLANE-112154

ELECTRICAL SECOND FLOOR PLANE-111153

ELECTRICAL SECOND FLOOR PLANE-110152

ELECTRICAL SECOND FLOOR PLANE-109151

ELECTRICAL SECOND FLOOR PLANE-108150

ELECTRICAL FIRST FLOOR PLANE-107149

ELECTRICAL FIRST FLOOR PLANE-106148

ELECTRICAL FIRST FLOOR PLANE-105147

ELECTRICAL FIRST FLOOR PLANE-104146

ELECTRICAL LEGENDE-103145

ELECTRICAL LEGENDE-102144

ELECTRICAL ABBREVIATIONSE-101143

BARRIER I HVAC OPERATION SEQUENCE PRODUCTION WING 1MI-705142

BARRIER I HVAC OPERATION SEQUENCE ADMINISTRATION WING 2MI-704141

BARRIER I HVAC OPERATION SEQUENCE ADMINISTRATION WING 1MI-703140

BARRIER I LIQUID COOLING SYSTEM PROTOCOL 2MI-702139

BARRIER I LIQUID COOLING SYSTEM PROTOCOL 1MI-701138

MECHANICAL SCHEDULESM-610137

MECHANICAL SCHEDULESM-609136

MECHANICAL SCHEDULESM-608135

MECHANICAL SCHEDULESM-607134

MECHANICAL SCHEDULESM-606133

MECHANICAL SCHEDULESM-605132

MECHANICAL SCHEDULESM-604131

MECHANICAL SCHEDULESM-603130

MECHANICAL SCHEDULESM-602129

BARRIER I LIQUID COOLING SYSTEM ONE LINE DIAGRAMM-601128

DETAILS - ERV SYSTEM, MINI SPLIT UNITS AND WATER SOURCE HEAT PUMPSM-508127

DETAILS - CONTROL AND SECURITY ROOM UNITS, SERVER ROOM UNITS AND PUMPSM-507126

DETAILS - CHILLER CONDENSING UNIT, EVAPORATOR, AND HEAT EXCHANGERM-506125

DETAILS - PRODUCTION WING HVACM-505124

DETAILS - ADMINISTRATION WING HVACM-504123

DETAILSM-503122

DETAILS M-502121

DETAILS M-501120

HVAC MECHANICAL SECTIONS O AND PM-309119

HVAC NORTH MECHANICAL ROOM TRANSVERSE SECTIONM-308118

HVAC NORTH MECHANICAL ROOM SECTIONS L AND MM-307117

HVAC SOUTH MECHANICAL ROOM SECTIONS J AND KM-306116

HVAC SOUTH MECHANICAL ROOM LONGITUDINAL SECTIONSM-305115

HVAC SOUTH MECHANICAL ROOM CROSS SECTIONM-304114

LIQUID COOLING SYSTEM LAYOUT SECOND FLOOR PLANM-303113

SKID LAYOUTSM-302112

LIQUID COOLING SYSTEM LAYOUT FIRST FLOOR PLANM-301111

LOFT ROOM, CONTROL ROOM, AND SERVER ROOM FLOOR PLANSM-108110

ADMINISTRATION WING SECOND FLOOR EXHAUST AND RETURN AIR DUCTWORK LAYOUTM-107109

ADMINISTRATION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUTM-106108

ADMINISTRATION WING FIRST FLOOR EXHAUST AND RETURN AIR DUCTWORK LAYOUTM-105107

ADMINISTRATION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUTM-104106

HVAC PRODUCTION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUTM-103105

HVAC PRODUCTION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUTM-102104

LIQUID COOLING SYSTEM FLOOR PLANSM-101103

MECHANICAL, HVAC, AND PIPING LEGENDM-001102

PLUMBING SCHEDULESP-603101

SANITARY PIPING SCHEMATICP-602100

WATER PIPING SCEMATICP-60199

REFERENCENUMBER

TITLE SHEET SHEET

WL02

WL01

WL12

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B

SB4SB4SB4

SB4 SB4

S

SB4SB4SB4

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WL08

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EDB EDB

WL15

EDB

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EDB

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EDBEDBEDBWL06 EDBEDB

EDB

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EDB

WL17

EDB

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WL21

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WL10

WL11

FLOW

20' x 30'

EQUIPMENT BUILDING

EL. 585' ±

T5

T2 T1 T4 T3

AC UNIT WITH HEATING

ELEMENT

585585

585585585

585585

585585585

585 585

585585

585 585

BARRIER IIB

BARRIER IIA

SLOPE

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SHEET OF

200'0 100'

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ON THE WEST SIDE

EXISTING ACCESS ROAD

WORKLIMITS

WORKLIMITS

EXISTING ELECTRODES

BE CONSTRUCTED BY OTHERS

LOCATION FOR ELECTRODES TO

EXISTING ELECTRODES

NAME NORTHING EASTING

WORK LIMITS

CHICAGO SANITARY AND SHIP CANAL

USACE TRAILER

CONTRACTOR/

NAME NORTHING EASTING

WL24 1811487.04 1059102.46

WL23 1811576.89 1059102.46

WL22 1811596.13 1059075.24

WL21 1811946.03 1059075.64

WL20 1812294.94 1059090.49

WL19 1812404.11 1059107.25

WL18 1812562.73 1059133.98

WL17 1812788.95 1059165.41

1813185.33 1059195.47WL16

WL15 OPTION AREA WL

WL14 OPTION AREA WL

WL13 OPTION AREA WL

WL12 1813193.13 1059092.22

WL11 1812637.46 1059046.75

WL10 1812633.87 1059090.04

WL09 1812472.54 1059079.88

WL08 1812456.95 1059071.63

WL07 1812192.13 1059051.55

WL06 1812026.00 1059041.02

WL05 1811488.96 1058984.59

WL04 1813346.32 1058949.78

WL03 1813355.82 1058837.11

WL02 1811801.92 1058717.44

WL01 1811793.96 1058823.47

1813323.70 1059205.87WL16

WL15 1813482.02 1059217.84

WL14 1813777.25 1059292.08

WL13 1813791.10 1059153.53

WL12 1813331.84 1059103.68

PLACEMENT.

6. CONTRACTOR TO COORDINATE TRAILER LOCATION WITH COR PRIOR TO

FISH BARRIER SITE, TO ENSURE THERE ARE NO CONSTRUCTION IMPACTS.

5. CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS ON

UTILIZING THE AREA

END OF JULY 2015, AS ANOTHER CONSTRUCTION PROJECT WILL BE

4. CONTRACTOR SHALL NOTE THAT OPTION AREA CAN ONLY BE UTILIZED TILL

OPTION IS AWARDED FROM CONTRACT.

3. CONTRACTOR TO NOTE THAT OPTION AREA SHALL ONLY BE UTILIZED IF

CONNECTION WITH LOCAL UTILITY PROVIDER.

2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL

1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.

:NOTES

WORKLIMITS

WORKLIMITS

OPTION AREA WORK LIMITS - NORTHERN AREA

OPTION AREA WORK LIMITS - NORTHERN AREA

PERMANENT BARRIER I

R E

V

IS

E D W

O R

K L

IM

/2

P N

-F

B

C -1

.d

C-101

IS

H B

A R

R

IE

R I P

R O J E

C

W

R K L

IM

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

Z A

C H L

A N

G E

L

D B

J O

H N G

R O

B O

S K I, P .E

A N

S I

D

P N

-F

B

W P -1

-B -0

A U

G U

S T

E V

IS

E D W

O R

K L

IM

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

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

EDB

EDBEDBEDBEDBEDBEDB

BARRIER IIB

586586

SLOPE

S L

O P

E

S L O

P E

58758

M A

T C

H L

IN

E T

O S

H E

E T C -1

NN

40'0 20'

M A

T C

H L

IN

E T

O S

H E

E T C -1

EX. POWER POLE (TYP.)

BNSF RR (TYP.)

SEE SHEET C-108

SEE NOTE 3

MOTORIZED GATE

SUBMIT DETAILS FOR APPROVAL.

3. CONTRACTOR TO COORDINATE TYPE OF MOTORIZED GATE WITH COR AND

CONNECTION WITH LOCAL UTILITY PROVIDER.

2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL

1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.

:NOTES

SEE ES SHEETS

DUCT BANK

PROPOSED ELECTRIC

SEE ES SHEETS

DUCT BANK MANHOLE

PROPOSED ELECTRIC

R

E V

IS

E D M

A T

C H L

IN

E /P

L A

N V

IE

W A

N D E

X E

L

V

/2

P N

-F

B

C -1

.d

C-104

IS

H B

A R

R

IE

R I P

R O J E

C

E P

L

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

J O

H N G

R O

B O

S K I, P .E

A N

S I

D

Z A

C H L

A N

G E

L

W P -1

-B -0

P N

-F

B

A U

G U

S T

B A

R

IE

R I I

R

E V

IS

E D E

X

IS

T

IN

G W

A L

K W

Y

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

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

E D

B

E D

B

E D

B

EDBEDB

EDB

EDB

NN

40'0 20'

M A

T C

H L

IN

E T

O S

H E

E T C -1

BNSF RR (TYP.)

EX. ROADWAY

T/WALK - 585.0

T/WALK - 584.9

T/WALK - 585.0

T/WALK - 584.9

T/WALK - 585.0

T/WALK - 584.9

T/WALK - 585.0

T/WALK - 584.9

CANAL

DRAINAGE TO

ENSURE POSITIVE

CONTRACTOR TO

CANAL

586.00 WITH POSITIVE DRAINAGE TO

CONTRACTOR SHALL GRADE AREA TO

CONTRACTOR TO CLEAR AND GRUB AREA.

CANAL

586.00 WITH POSITIVE DRAINAGE TO

CONTRACTOR SHALL GRADE AREA TO

CONTRACTOR TO CLEAR AND GRUB AREA.

CANAL

586.00 WITH POSITIVE DRAINAGE TO

CONTRACTOR SHALL GRADE AREA TO

CONTRACTOR TO CLEAR AND GRUB AREA.

REMOVED AND REUSED

EXISTING FENCE TO BE

REMOVED AND REUSED

EXISTING FENCE TO BE

SEE SHEET C-503

JERSEY BARRIER FENCE

SEE ES SHEETS

DUCT BANK MANHOLE

PROPOSED ELECTRIC

SEE ES SHEETS

DUCT BANK

PROPOSED ELECTRIC

SEE SHEET C-503

JERSEY BARRIER FENCE

TRAILER, CONCRETE PAD, ETC WITH COR.

3. CONTRACTOR TO COORDINATE DEMOLITION OF DEMONSTRATION BARRIER

CONNECTION WITH LOCAL UTILITY PROVIDER.

2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL

1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.

NOTES:

SEE NOTE 3.

CONTRACTOR TO DEMOLISH DEMONSTRATION BARRIER.

E - 1059135.67 N - 1813623.36

T/WALK - 584.9

E - 1059139.15 N - 1813622.99

T/WALK - 585.0

A & B

C-301 & C-302

A & B

C-301 & C-302

DETAIL 3.

SEE SHEET E-501

HANDHOLE (TYP.)

R

E V

IS

E D N

O T

E A

N D E

X E

L E

V A

T

IO

/2

P N

-F

B

C -1

.d

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

E P

L

E P

L A

N

C-106

D B

J O

H N G

R O

B O

S K I, P .E

Z A

C H L

A N

G E

L

C-106

Z A

C H L

A N

G

/2

P N

-F

B

C -1

.d

-F

B P

N -F

B

W P -1

-B -0

A U

G U

S T

A U

G U

S T

W P -1

-B -0

A N

S

S

INTO EXISTING GRADE

CONTRACTOR TO TIE

INTO EXISTING GRADE

CONTRACTOR TO TIE

R

E V

IS

E D G

R A

D

G

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

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

583583

585585585

585585

586586

587587

588588

588588

NN

40'0 20'

SECURITY CAMERA

PAD FOR FUTURE

10'x10' CONCRETE

SHEETS

SEE ELECTRICAL

HANDHOLE (TYP.)

SLAB. SEE SHEET C-308

PARASITIC CONTROL CABINET

SLAB. SEE SHEET C-308

PARASITIC CONTROL CABINET

SEE SHEET C-307

PARASITIC CONDUIT RACEWAY.

MEET EXISTING

REMOVED AND REUSED.

EXISTING FENCE TO BE

E - 1058933.35 N - 1813293.09

T/WALK - 584.4

E - 1058937.34 N - 1813292.78

T/WALK - 584.5

SLAB. SEE SHEET C-307

PARASITIC ACCESS VAULT

A & B

C-301 & C-302

A & B

C-301 & C-302

/2

P N

-F

B

C -1

.d

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

E P

L

E P

L A

N

C-107

D B

J O

H N G

R O

B O

S K I, P .E

Z A

C H L

A N

G E

L

C-107

Z A

C H L

A N

G

/2

P N

-F

B

C -1

.d

-F

B P

N -F

B

W P -1

-B -0

A U

G U

S T

A U

G U

S T

W P -1

-B -0

A N

S

S

PROPOSED RELOCATED FENCE ALIGNMENT

R

E A

L

IG

N E

D F

E N

C E L

O C

A T

IO

N

SEE NOTE 3.

COORDINATE WITH COR.

FILL. CONTRACTOR TO

VOID WITH FLOWABLE

CONTRACTOR TO FILL

TO BE FILLED TO MATCH EXISTING GRADE.

3. FLOWABLE FILL TO BE 3000 PSI CONCRETE WITH AN 8-INCH SLUMP. VOID

CONNECTION WITH LOCAL UTILITY PROVIDER.

2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL

1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.

:NOTES

A

D D

E D N

O T

E S A

N D H

A N

D R

IL

SHEET OF

/2

F

IL

E N

A M

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

C-302

IS

H B

A R

R

IE

R I P

R O J E

C T B

T Y

P

IC

A L R

O A

D W

A Y C

R O

S S S

E C

T

IO

N

Z A

C H L

A N

G E

L

A K

A U

G U

S T

J O

H N G

R O

B O

S K I, P .E

A N

S I

D

W P -1

-B -0

DRAIN

TO

SLOPE

DRAIN

TO

SLOPE

(APPROX.)

CANAL EDGE

B

DUCT BANK

SIDEWALK

DRAIN

TO

SLOPE

CJ CJ

CJ CJ

S-501 FOR DETAILS)

4' (SEE SHEET

SPACING EVERY

JOINT (CCJ)

TYPICAL CRACK CONTROL

S-501 FOR DETAILS)

4' (SEE SHEET

SPACING EVERY

JOINT (CCJ)

TYPICAL CRACK CONTROL

EJ

EJ

(SEE SHEET S-501 FOR DETAILS)

JOINT (CJ) SPACING EVERY 16'

TYPICAL CONSTRUCTION JOINT

N.T.S

WALKWAY AND DUCT BANK LAYOUT

P N

-F

B

C301

C301

A

SEE SHEET C-301

PROPOSED WALKWAY

FOR ENTIRE LENGTH OF

CANAL SIDE OF WALKWAY

TO BE INSTALLED ALONG

FIBERGLASS GUARD RAIL

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

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

T R

A C

K

IN

G N

O

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

A C

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N M

A R

K T

R A

C K

IN

G N

O

A C

T

IO

N D

A

OF THE SIDEWALK/DUCT SPAN, A MINIMUM OF 4 FEET ONTO SOLID GROUND.

WALL. IN SUCH CASES, EJ, CJ, AND CC JOINTS SHALL BE LOCATED AT EACH END

BANK WHERE IT ACTS AS A BEAM AND SPANS GAPS OR VOIDS IN THE CANAL

(CJ) AND NO CRACK CONTROL JOINTS (CCJ) PLACED IN THE SIDEWALK/DUCT

1. THERE SHALL BE NO EXPANSION JOINTS (EJ), CONSTRUCTION JOINTS

NOTE:

D

D E

D N

O

/2

F

IL

E N

A M

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

C-307

IS

H B

A R

R

IE

R I P

R O J E

C T B

Z A

C H L

A N

G E

L

A K

A U

G U

S T

J O

H N G

R O

B O

S K I, P .E

A N

S I

D

W P -1

-B -0

P A

R A

S

IT

IC

S A

N D E

L E

C T

R O

D E

S

12" DIA. HOLE FOR ELECTRICAL CABLES

3/4" CDX PLYWOOD WITH

26" DIA. TEMPORARY COVER

16" (2" COVER)

AND (3)-#4 HOOPS LAPPED

(8)- #4 Gr.60 VERTICAL

F'c = 5000 psi

CONCRETE VAULT

ELECTRODE BORE HOLE ACCESS VAULT

SCALE: 3/4" = 1'-0"

4 SCALE: 3/4" = 1'-0"

A A

B B

S02

(3)-#4 HOOPS LAPPED 16" MIN. 2" COVER

(3)-#4 Gr.60 VERTICAL (EA. SIDE)

F'c = 5000 psi

CONCRETE VAULT

CONCRETE RACEWAY

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

SECTION A-A SECTION B-B

WITH LIFTING HOLE.

1/4" CHECKER PLATE LID (GALVANIZED)

BUILDING SLAB

TOP OF

FOR PARASITIC CONDUITS

CUTOUT OPENING

RACEWAY EACH SIDE

EXTENT OF CONCRETE

TOP OF GRADE

TOP OF GRADE

6" SCH. 40 PVC CONDUIT 2" SCH. 40 PVC CONDUIT

F'c: 3000 psi (MIN.)

CONCRETE

#4 HOOPS @ 12" O.C.

(8)- #4 Gr.60

ALL AROUND

3" COVER

C L

R

C L

R

2'-8" DIA.

3'-0" DIA.

3'-8" DIA.

4'-4"

1'-1 3/8 " 1'-3" 1'-11 5/8 "

1'-9"

8 5/8 " 6" 6 3/8 "

P N

-F

B C

O N

C R

E T

E S

L E

E P

E R

S

ELECTRODE ACCESS VAULT

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

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

T R

A C

K

IN

G N

O

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

A C

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N M

A R

K T

R A

C K

IN

G N

O

A C

T

IO

N D

A

R

E V

IS

E D N

O

/2

F

IL

E N

A M

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

C-308

IS

H B

A R

R

IE

R I P

R O J E

C T B

Z A

C H L

A N

G E

L

A K

A U

G U

S T

J O

H N G

R O

B O

S K I, P .E

A N

S I

D

W P -1

-B -0

B

U R

R

IE

D C

O N

D U

IT

1 SCALE: 1" = 1'-0"

6"

/2

/2

C L

R

3'-0" 1'-0"3'-0"1'-0"

(WITH SWEEPING BENDS)

2" SCH. 40 PVC CONDUIT

PVC CONDUIT

1 1/2" SCH. 40

2/0 AWG GROUNDING WIRE

TOP OF SLAB

CUT SLEEVE FLUSH WITH

PARASITIC BORE HOLE

INSTALLING GROUNDING WIRE

TO BE BACKFIELD AFTER

12"W x 30" DP TRENCH

CONC. FOOTING

4'-11"x8'-11"x18" DP.

INTO CABINET

36" LONG PIGTAIL

/2

2'-3"1'-2"3'-0" 1'-0"

(WITH SWEEPING BENDS)

6" SCH. 40 PVC CONDUIT

3"

A

A

SECTION A-A

/2 C

L R

BY OTHERS

CONTROL CABINET

(TOP AND BOTTOM)

#5 @ 12" O.C. EACH WAY

S02

CONCRETE RACEWAY

/2

PER PLAN

P E

R P

L A

N

/2 C

L R

0 1' 2'

P A

R A

S

IT

IC

S C

O N

T R

O L C

A B

IN

E T C

L A

B

P N

-F

B

PARASITIC CONTROL CABINET SLAB & BURIED CONDUIT

CONTROL CABINET BY OTHERS

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

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

T R

A C

K

IN

G N

O

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

A C

T

IO

N D

A T

E D

E S

C R

IP

T

IO

N M

A R

K T

R A

C K

IN

G N

O

A C

T

IO

N D

A T

E

R

E V

IS

E D N

O T

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

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19742

S-601

S

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W P -1

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U L E

S

" OF CLEAR COVER UNLESS OTHERWISE NOTED.2

12. REINFORCING BARS FOR ALL WALLS GREATER THAN 9" SHALL BE #5 @ 12" EACH FACE, BOTH HORIZONTAL AND VERTICAL WITH 1

" OF CLEAR COVER UNLESS OTHERWISE NOTED.4

31. REINFORCING BARS FOR ALL WALLS 9" OR LESS SHALL BE #4 @ 12" EACH FACE, BOTH HORIZONTAL AND VERTICAL WITH

CONCRETE WALL NOTES:

N E

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S

S701S701

ASECTION

"=1'-0"8

3SCALE: S701S701

BSECTION

"=1'-0"8

3SCALE:

S701S701

A

S701S701

B

S701S702

C

S701S702

D

S701S701

1DETAIL SECTION

"=1'-0"4

3SCALE:

S701S701

S701S703

PLAN

"=1'-0"8

3SCALE:

#5 BARS, TYP.

#4 HAIRPIN BARS, TYP.

#5 @ 12", TYP.

#5 @ 6", TYP.

C

L E

A R C

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7'-7"6'-7" 4'-10"

BASE SLAB REINFORCING, TYP.

SEE SHEET S-101 FOR TYPICAL STANDARD 90° HOOK, TYP.

#5 @ 12", TYP.

6'-0"

MATCH ROOF SLOPE, TYP.

7'-2"

HEIGHT, TYP.

FINISHED FLOOR

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1. SEE SHEET A-001 FOR ELEVATOR REQUIREMENTS.

NOTES:

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S701S702

CSECTION

"=1'-0"8

3SCALE: S701S702

DSECTION

"=1'-0"8

3SCALE:

S702 S701

A

S702 S703

S702S702

ASECTION

"=1'-0"8

3SCALE:

ELEVATOR CORE, TYP.

CAST IN PLACE CONCRETE

R O

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H O

P E

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IN

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E L E

V A

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BASE SLAB REINFORCING, TYP.

SEE SHEET S-101 FOR TYPICAL

"2 14'-3

ROUGH OPENING

ELEVATOR

WALL REINFORCING, TYP.

SEE SHEET S-404 FOR TYPICAL

7'-6"

6'-0"9" 9"

7'-2"

9" 5'-8" 9"

ROOF PLANKS, TYP.

M A

X

IM

U M E

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V A

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#5 @ 12", TYP.

#5 @ 6", TYP.

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S701S703

2DETAIL SECTION

"=1'-0"4

3SCALE:

S703S703

S703S703

1DETAIL

"=1'-0"2

1SCALE: 1

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S702S703

1DETAIL SECTION

"=1'-0"4

3SCALE:

S703S703

S703S703

2DETAIL

"=1'-0"2

1SCALE: 1

#5 BARS, TYP.

#4 HAIRPIN BARS, TYP.

#5 @ 6", TYP.

" UNLESS OTHERWISE NOTED.4

31. ALL CLEAR COVER SHALL BE

NOTES:

#5 @ 12", TYP.

3'-4" 4"

1'-0"

" COVER, TYP. 12" WALLS2

#5 @ 12", TYP.

9"

ROUGH DOOR OPENING

10"

#5 @ 12", TYP.

#3 CLOSED STIRRUP @ 12", TYP.180° HOOK, TYP.

#3 CLOSED STIRRUP @ 12", TYP.

1'-1"

180° HOOK, TYP.

#5 BARS, TYP.

#5 BARS, TYP.

#5 @ 12", TYP.

PRE-CAST ANCHOR, TYP.

#5 @ 12", TYP. #5 @ 12", TYP.

STAIRWAY OPENING.

PRE-CAST FA CIA, TYP AROUND

PRE-CAST ANCHOR, TYP.

N E

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19432

S-704

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S704S704

ASECTION

"=1'-0"8

3SCALE:

S704S704

A

S704S704

BSECTION

"=1'-0"8

3SCALE:

S704S704

B

PLAN

"=1'-0"8

3SCALE:

S704S704

CSECTION

"=1'-0"8

3SCALE:

S704S704

C

S704S704

D S704S704

E

S704S704

D

S704S704

ESECTION

"=1'-0"4

3SCALE:

S704S704

GSECTION

"=1'-0"4

3SCALE: S704S704

FSECTION

"=1'-0"4

3SCALE:

S704 S704

SECTION

" =1'-0"4

3SCALE:

S704S704

1DETAIL

"=1'-0"4

3SCALE:

S704 S704

S704S704

2DETAIL

"=1'-0"4

3SCALE:

18'-0"

"16 36'-4 "8

55'-3 "16 36'-4

1'-4"

"8

4'-8" "8

"8

35'-4

REINFORCING DETAILS, TYP.

SEE SHEET S-404 FOR COLUMN

1"

19'-4"

8'-7""2 15'-4 "2

15'-4

S704S704

G S704S704

F 1'-4"

"8 53'-10

6"

"8

2'-6"

"8

1'-4"

@ 12", TYP.

STIRRUPS

#3 CLOSED

NOTE: REINFORCING SYMMETRICAL

AROUND CENTERLINE, TYP.

NOTE: REINFORCING SYMMETRICAL

AROUND CENTERLINE, TYP.

3 - #4 BENT BARS SPACED

AS SHOWN, TYP.

@ 6" TYP.

#5 BENT BARS

#4 BENT BAR, TYP.

#4 BAR STRAIGHT, TYP.

@ 10", TYP.

STIRRUPS

#3 CLOSED

@ 6" TYP.

#4 BENT BARS

#4 BENT BAR, TYP.

#4 BAR STRAIGHT, TYP.

STRAIGHT, TYP.

3 - #4 BARS

STIRRUP, TYP.

THE TOP OF THE CLOSED

3 - #4 BARS BENT ACROSS

STIRRUP, TYP.

THE TOP OF THE CLOSED

5 - #5 BARS BENT ACROSS

STRAIGHT, TYP.

3 - #5 BARS

#5 BENT @ 6" TYP.

#5 @ 8" TYP.

#4 BENT @ 6" TYP.

WINDOW AND DOOR CONCRETE FRAME ELEVATION

"=1'-0"8

3SCALE:

2 2 2 N

E W S

H E

E T

S

H E

E T N

U M

B E

R C

H A

N G

E D T

O S

STIRRUP @ 12", TYP.

#3 CLOSSED

6 - #4 BARS, TYP.

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

SHEET OF

20. MASONRY FIRE WALLS SHALL BE FULLY GROUTED AND REINFORCED @ 16" OC.

#5 BARS - 34"

#4 BARS - 28"

LAP-SPLICE FOR MASONRY REINFORCING SHALL BE AS FOLLOWS:

VERTICAL REINFORCING IN EXTERIOR WALLS SHALL HAVE STANDARD HOOKS AT THE TOP. MINIMUM

DRAWINGS AND SHALL HAVE VERTICAL REINFORCING #5 @ 24" OC UNLESS NOTED OTHERWISE.

VERTICAL REINFORCING #4 @ 24" OC. EXTERIOR WALLS SHALL BE THE THICKNESS AS SHOWN ON THE

19. INTERIOR MASONRY WALLS SHALL BE 8" THICK, OR AS NOTED ON THE DRAWINGS AND SHALL HAVE

SHALL NOT BE CONTINUOUS THROUGH VERTICAL JOINTS.

SPACING OF HORIZONTAL JOINT REINFORCEMENT SHALL BE 1'-4" ON CENTER. JOINT REINFORCEMENT

18. JOINT REINFORCING SHALL BE #9 GAGE WIRE CONFORMING TO THE SPECIFICATIONS. VERTICAL

REINFORCING.

REQUIREMENTS. DOWELS INTO THE FOUNDATION SHALL BE THE SAME SIZE AND SPACING AS WALL

WALLS AND AT 20' MAXIMUM SPACING. SEE WALL ELEVATION DRAWINGS FOR ADDITIONAL REINFORCING

DRAWINGS. PROVIDE MASONRY WALL JOINTS IN INTERIOR WALLS WITHIN 12' OF CORNERS AND ENDS OF

17. PROVIDE MASONRY WALL CONTROL JOINTS IN EXTERIOR WALLS WHERE INDICATED ON THE

ENGINEER.

AND CALCULATIONS FOR TEMPORARY WALL BRACING AND SEALED BY A REGISTERED PROFESSIONAL

CONSTRUCTION. WHERE MASONRY WALLS EXCEED AN EIGHT FOOT HEIGHT, SUBMIT SHOP DRAWINGS

16. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL MASONRY WALLS DURING

WALL REINFORCING. SEE WALL ELEVATION DRAWINGS FOR ADDITIONAL REINFORCING REQUIREMENTS.

MECHANICAL OPENING, CONTROL JOINT, OR OTHER MASONRY DISCONTINUITY WITH SIZE MATCHING

15. PROVIDE AN ADDITIONAL VERTICAL BAR (MINIMUM) FULL WALL HEIGHT AT EACH DOOR JAMB, DISCONTINUOUS AT CONTROL JOINTS IN INTERMEDIATE BOND BEAMS.

NOTED OTHERWISE. REINFORCEMENT SHALL BE CONTINUOUS IN BOND BEAMS AT TOPS OF WALLS AND

CORNER BARS OF EQUIVALENT SIZE LAPPED AT CORNERS AND INTERSECTIONS OF WALLS UNLESS

DRAWINGS. REINFORCING FOR BOND BEAMS SHALL BE 2-#5 UNLESS NOTED OTHERWISE. PROVIDE

SPACING OF 10'-0" ON CENTER. ADDITIONAL BOND BEAMS SHALL BE LOCATED AS REQUIRED ON THE

14. BOND BEAMS SHALL BE PROVIDED AT TOPS OF WALLS, AT BOTTOM OF OPENINGS, AND AT A MAXIMUM

FACE SHELLS.

13. MORTAR JOINTS SHALL BE 3/8" THICK WITH FULL MORTAR COVERAGE ON VERTICAL AND HORIZONTAL

THE MORTAR SHALL NOT BE PERMITTED.

12. FACE SHELL BEDDING SHALL BE USED WITH COMPLETE COVERAGE OF FACE SHELLS. FURROWING OF

ALL CORNERS, RETURNS AND OFFSETS WHILE MAINTAINING THE PROPER BOND.

11. THE MASONRY CONTRACTOR SHALL PROVIDE AND PLACE SUCH UNITS AS MAY BE REQUIRED TO FORM

INDICATED OTHERWISE.

POSITIONED. VERTICAL REINFORCEMENT IS TO BE CENTERED IN THE MASONRY CELLS UNLESS

10. PROVIDE MASONRY ACCESSORIES TO SECURE VERTICAL REINFORCEMENT IN PLACE AND CORRECTLY

9. CELLS TO BE GROUTED SHALL BE CLEAN AND FREE OF EXCESS MORTAR AND FOREIGN MATERIALS.

LIFTS. MASONRY CORES CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED SOLID.

8. EXCEPT FOR WALL PILASTERS, VERTICAL MASONRY REINFORCEMENT SHALL BE FIELD CUT FOR 5'-0"

A82.

AND WHERE SPLICED, SHALL LAP A MINIMUM OF 6 INCHES. REINFORCEMENT SHALL CONFORM TO ASTM

ALL OPENINGS AND AT 16 INCHES ON CENTER VERTICALLY. REINFORCEMENT SHALL BE LADDER TYPE,

7. GALVANIZED HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED IMMEDIATELY ABOVE AND BELOW

6. ALL CONCRETE BLOCK SHALL BE LIGHTWEIGHT IN ACCORDANCE WITH ASTM C90.

GROUT SHALL HAVE A SLUMP OF 9" TO 11" WITH 3/8" MAXIMUM AGGREGATE SIZE.

5. GROUT FOR REINFORCED MASONRY SHALL HAVE A COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.

4. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476.

HAVE FULL MORTAR COVERAGE OF THE FACE SHELLS IN BOTH HORIZONTAL AND VERTICAL JOINTS.

3. MASONRY SHALL BE LAID IN ASTM C270, TYPE "S" MORTAR, UNLESS NOTED OTHERWISE AND SHALL

1,900 PSI. NET AREA COMPRESSIVE STRENGTH OF MASONRY (f'm) SHALL BE 1,500 PSI.

COMPRESSIVE STRENGTH ON NET CROSS SECTIONAL AREA OF INDIVIDUAL MASONRY UNITS SHALL BE

2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N-1 UNLESS OTHERWISE NOTED.

MASONRY STRUCTURES."

REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES" AND ACI 530.1, "SPECIFICATIONS FOR

1. MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 530 "BUILDING CODE

GENERAL CONCRETE MASONRY NOTES:

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ELEVATOR REQUIREMENTS

BY A CREW WITH A MINIMUM OF 5 YEARS OF EXPERIENCE INSTALLING THIS TYPE OF ELEVATOR.

3. THE ELEVATOR SHALL BE INSTALLED PER THE ELEVATOR MANUFACTURER'S RECOMMENDATIONS

MANUFACTURER PRIOR TO CONSTRUCTING THE CORE.

2. THE CONTRACTOR SHALL COORDINATE ALL ELEVATOR CORE DIMENSIONS WITH THE ELEVATOR

MEETS THE SPECIFICATIONS AND FEATURES OUTLINED ON THIS SHEET.

LIMITED USE/LIMITED APPLICATION ELEVATOR OR AN APPROVED ALTERNATIVE THAT

1. THE ELEVATOR SHALL BE A SYMMETRY ELEVATING SOLUTIONS 48"x54" RAIL LEFT, ELEVATOR GENERAL:

USING WEDGE SOCKETS, AN 8 LB T-RAIL, AND HEAVY DUTY ROLLERS AND GUIDES.

6. THE ELEVATOR SHALL USE A SINGLE STAGE HYDRAULIC JACK AND TWO 3/8" AIRCRAFT ROPES

5. THE ELEVATOR'S REQUIRED PIT DEPTH SHALL BE A MAXIMUM OF 14" DEEP.

4. THE ELEVATOR SHALL HAVE A SPEED OF 30 FLOORS PER MINUTE.

3. THE ELEVATOR SHALL HAVE A MINIMUM CAPACITY OF 1400 LBS.

2. THE ELEVATOR POWER SUPPLY SHALL BE 208V, 3 PH, 30 AMP.

1. THE ELEVATOR SHALL HAVE A MINIMUM 48" WIDE BY 54" DEEP PLATFORM.

ELEVATOR SPECIFICATIONS:

APPROVAL PRIOR TO ORDERING THE ELEVATOR.

10. STAINLESS STEEL AND COLORED LAMINATE INTERIOR FINISHING, SUBMIT THE FINISHES FOR

9. THE ELEVATOR SHALL HAVE LOW OIL PROTECTION.

8. THE ELEVATOR SHALL HAVE A 2 SPEED CONTROL VALVE.

7. THE ELEVATOR SHALL HAVE A 4 HP SUBMERSIBLE PUMP AND MOTOR QUIET OPERATION.

VISUAL BRAKE.

6. THE ELEVATOR SHALL HAVE A HOMING TIMER, CAR INDICATOR LIGHTS WITH AUDIBLE AND

AUTOMATIC PUSH BUTTON OPERATION.

5. THE ELEVATOR SHALL HAVE SELECTIVE COLLECTIVE PROGRAMMABLE LOGIC CONTROLLER, SINGLE

HOISTWAY AND CAR DOOR; FULL HEIGHT ELECTRIC SCREEN.

4. THE ELEVATOR SHALL HAVE 36" WIDE DOORS, AUTOMATIC HORIZONTALLY SLIDING, TWO SPEED

3. THE ELEVATOR SHALL OPERATE WITH SMOOTH STARTS AND STOPS.

2. THE ELEVATOR SHALL HAVE A 1:2 CABLE HYDRAULIC DRIVE SYSTEM.

1. THE ELEVATOR SHALL BE AUTOMATIC SELF-LEVELING.

ELEVATOR FEATURES:

CONCRETE MASONRY REQUIREMENTS

CMU BLOCK FINISH LOCATIONS

1. BLOCK FINISH 1 UNITS SHALL BE USED FOR THE ADMINISTRATION WING EXTERIOR WALL CONSTRUCTION

UNLESS INDICATED OTHERWISE OR WHERE INDICATED ON THE DRAWINGS.

2. BLOCK FINISH 2 UNITS SHALL BE USED FOR THE PRODUCTION WING EXTERIOR WALL CONSTRUCTION

EXCLUDING THE BOTTOM 4 COURSES OF THE RUSTICATION, OR WHERE INDICATED ON THE DRAWINGS.

3. BLOCK FINISH 3 UNITS SHALL BE USED FOR THE BOTTOM 4 COURSES OF THE PRODUCTION WING EXTERIOR

WALL RUSTICATION, OR WHERE INDICATED ON THE DRAWINGS.

4. BLOCK FINISH 4 UNITS SHALL BE USED FOR THE EXPOSED INTERIOR CMU WALLS IN THE ADMINISTRATION

WING UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

5. BLOCK FINISH 5 UNITS SHALL BE USED FOR THE EXPOSED INTERIOR CMU WALLS IN THE PRODUCTION WING

UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

6. BLOCK FINISH 6 UNITS SHALL BE USED FOR THE CMU WINDOW CASEMENTS UNLESS OTHERWISE INDICATED

ON THE DRAWINGS.

N E

W S

H E

E

COMPOSITE ROOF PAVERS REQUIREMENTS

GENERAL

1. COMPOSITE ROOF PAVERS SHALL BE FIRESTONE SKYPAVER COMPOSITE PAVERS OR AN APPROVED

ALTERNATIVE THAT MEET THE FEATURES AND SPECIFICATIONS OUTLINED BELOW.

FEATURES AND SPECIFICATIONS:

1. SHALL BE A MANUFACTURED PRODUCT ENGINEERED TO SERVE AS A FUNCTIONAL FLAT ROOF COVERING

THAT PROVIDES WATER DRAINAGE, AND SERVICEABILITY, WHILE PROTECTING THE ROOF MEMBRANE BELOW

FROM FOOT TRAFFIC.

2. PAVERS SHALL BE A FADE-RESISTAN ASH COLOR.

3. PAVERS SHALL BE MADE FROM 95% POST-CONSUMER RECYCLED TIRES AND PLASTICS.

4. THE PAVERS SHALL COME AS A SYSTEM WITH A HORIZONTAL DRAINAGE SHEET COMPONENT AND

A INTERLOCKING INSTALLATION GRID COMPONENT.

5. PAVERS SHALL BE INSTALLED PER THE PAVER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.

DESIGN LOADS

ROOF LOADS FOR PRE-CAST PLANK DESIGN:

1. DEAD LOADS -

ROOFING MATERIAL AND TOPPING: 40 PSF

MECHANICAL/ELECTRICAL/FINISHES: 20 PSF

2. LIVE LOADS -

ROOF LIVE LOAD: 22 PSF

3. SNOW LOAD -

SNOW LOAD MAIN ROOF: 22 PSF

SNOW LOAD OTHER AREAS 22 PSF

4. WIND LOAD -

ADMINISTRATION WING 15 PSF

PRODUCTION WING 18 PSF

GENERAL:

1. BUILDING OCCUPANCY CATEGORY III

RESINOUS FLOOR REQUIREMENTS

GENERAL:

1. RESINOUS FLOORS SHALL BE A TWO COMPONENT POURED EPOXY AS DETAILED IN THE SPECIFICATIONS.

2. FLOORING SHALL BE APPLIED WHERE INDICATED ON THE DRAWINGS.

3. FLOOR COLOR SHALL BE A LIGHT GREY WITH QUARTZ AGGREGATE.

4. FLOOR SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.

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19748

EAST ELEVATION

SCA;E 1/16"=1'-0"

WEST ELEVATION

SCA;E 1/16"=1'-0"

TYPICAL LONGITUDINAL BUILDING SECTION

SCA;E 1/16"=1'-0"

A A100

NORTH ELEVATION

SCA;E 1/16"=1'-0"

SOUTH ELEVATION

SCA;E 1/16"=1'-0" A101

BTYPICAL ADMINISTRATION WING SECTION

SCA;E 1/16"=1'-0"A101

CTYPICAL PRODUCTION WING SECTION

SCA;E 1/16"=1'-0"

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US Army Corps

SHEET OF

ROOM

WOMEN'S

CORRIDOR

OFFICE 1 OFFICE 2

ROOM

CONFERENCE -BRIEFING

CLOSET

ROOM

ELECTRICAL

SOUTH

A104

A105

A106

A110

A109

A108A107

A115 A116

A110

A106

A107 A108

A113

2 3

28'-0"

4'-0" 3'-4" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 3'-4" 4'-0"

4'-9"

4'-4" 2'-8"

5'-8"

4'-2" 3'-10"

11'-2" 11'-2"

2'-8" 2'-8" 4'-8"

"8 76'-5 9'-0" 2'-2" 2'-2"

ROOM

CONFERENCE -BRIEFING

2'-6" 4'-4" "4 34'-5"4

310'-2

"8

15'-2"

LOWER LOBBY

SERVER ROOM

MACHINE ROOM

A117 A117

3 4

"4 320'-

UP

D A

CLOSET

10'-0" 10'-0"

4'-8" 4'-8"5'-4" 5'-4"

"8 51'-3 "4

317'-4 "8 51'-3

F

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M

FIRE WALL, TYP.

3 HOUR MINIMUM

11'-9"7'-7"

A114

A112

A111

A1112

A109

MACHINE ROOM

ELEVATOR

CORE

ELEVATOR

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SCALE 1/4"=1'-0"

FIRST FLOOR PLAN BAY 3-4

SCALE 1/4"=1'-0"

19447

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-3

-4

A N

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SECTION BAY 1-2

SCALE 3/16"=1'-0"

A SECTION BAY 1-2

SCALE 3/16"=1'-0"

B

SECTION BAY 2-3

SCALE 3/16"=1'-0"

SECTION BAY 3-4

SCALE 3/16"=1'-0"

A301 A301

C A301

D A301

19455

A101 A101

A101 A101

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BLOCK FINISH 1

FLOOR

POURED EPOXY

A505

BLOCK FINISH 1

RAISED ACCESS FLOOR

BLOCK FINISH 1

BLOCK FINISH 1

SHEET A-001 FOR DETAILS, TYP.

COMPOSITE ROOF PAVERS. SEE

FLOOR

POURED EPOXY

FLOOR

POURED EPOXY

TILE FLOOR

FLOOR

TILE

RAISED ACCESS FLOOR

A505

A505

A505

A505

A505

BLOCK FINISH 1

BLOCK FINISH 1

BLOCK FINISH 1 BLOCK FINISH 1

BLOCK FINISH 1

A505

A505

A505

BLOCK FINISH 1

BLOCK FINISH 4

RAISED ACCESS FLOOR

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SCALE 3/16"=1'-0"

C SECTION BAY 7-8

SCALE 3/16"=1'-0"

D

SECTION BAY 4-5

SCALE 3/16"=1'-0" A302

A SECTION BAY 5-6

SCALE 3/16"=1'-0"

B

19456

A101 A101

A101 A101

A302

A302 A302

E G

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E -I S

S U

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C

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BLOCK FINISH 5

BLOCK FINISH 6

BLOCK FINISH 1

FLOOR

POURED EPOXY

C

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BLOCK FINISH 5

RAISED ACCESS FLOOR

BLOCK FINISH 2

BLOCK FINISH 2

BLOCK FINISH 5

FLOOR

POURED EPOXY

A505

A505

A505

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BLOCK FINISH 6

BLOCK FINISH 6

BLOCK FINISH 5

POURED EPOXY FLOOR

POURED EPOXY FLOOR

BLOCK FINISH 2

BLOCK FINISH 2

BLOCK FINISH 5

RAISED ACCESS FLOOR SYSTEM IN THE SPANG AND PULSER ROOM.

NOTE: CONTINUE THE POURED EPOXY FLOOR UNDER THE

RAISED ACCESS FLOOR SYSTEM IN THE SPANG AND PULSER ROOM.

NOTE: CONTINUE THE POURED EPOXY FLOOR UNDER THE

POURED EPOXY FLOOR POURED EPOXY FLOOR

BLOCK FINISH 6

BLOCK FINISH 5

BLOCK FINISH 5

BLOCK FINISH 5

BLOCK FINISH 2

BLOCK FINISH 2

BLOCK FINISH 3

BLOCK FINISH 2

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SECTION BAY 8-9

SCALE 3/16"=1'-0"

A A303

19457

A101

SECTION BAY 9-10

SCALE 3/16"=1'-0" A303A101

B

A303A101

C A303A101

DSECTION BAY 10-11

SCALE 3/16"=1'-0"

SECTION BAY 11-12

SCALE 3/16"=1'-0"

E G

S

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H E

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H A

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A505

A505

BLOCK FINISH 6

BLOCK FINISH 6

BLOCK FINISH 6

FLOOR

POURED EPOXY

BLOCK FINISH 2

A505

A505

BLOCK FINISH 5

RAISED ACCESS FLOOR

BLOCK FINISH 5

FLOOR

POURED EPOXY BLOCK FINISH 2

BLOCK FINISH 3

BLOCK FINISH 2

BLOCK FINISH 5

BLOCK FINISH 2

FINISH 2

BLOCK

BLOCK FINISH 5

FINISH 2

BLOCK

SHEET A-001 FOR DETAILS, TYP.

COMPOSITE ROOF PAVERS. SEE

RAISED ACCESS FLOOR

FLOOR

POURED EPOXY

FINISH 2

BLOCK

BLOCK FINISH 5

BLOCK FINISH 2

BLOCK FINISH 3

BLOCK FINISH 2

"BLOCK FINISH 5

BLOCK FINISH 5

BLOCK FINISH 6

BLOCK FINISH 6

BLOCK FINISH 6

A505

RAISED ACCESS FLOOR SYSTEM IN THE SPANG AND PULSER ROOM.

NOTE: CONTINUE THE POURED EPOXY FLOOR UNDER THE

RAISED ACCESS FLOOR SYSTEM IN THE SPANG AND PULSER ROOM.

NOTE: CONTINUE THE POURED EPOXY FLOOR UNDER THE

FLOOR

POURED EPOXY

FLOOR

POURED EPOXY

BLOCK FINISH 6

BLOCK FINISH 5

BLOCK FINISH 5

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SECTION BAY 12-13

SCALE 3/16"=1'-0"

A A304

SECTION BAY 13-14

SCALE 3/16"=1'-0" A304

B

SECTION BAY 14-15

SCALE 3/16"=1'-0" A304

SECTION BAY 15-16

SCALE 3/16"=1'-0" A304

DC

19458

E G

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H A

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S R

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E R

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A M

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A U

G U

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E E

T R

E -I S

S U

E D A

L L V

IE

W S U

P D

A T

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FINISH 2

BLOCK

A505

FINISH 2

BLOCK

BLOCK FINISH 5

A505

BLOCK FINISH 2

A505

FINISH 2

BLOCK

FLOOR

POURED EPOXY

FLOOR

POURED EPOXY

A101A101

A101 A101

BLOCK FINISH 2

BLOCK FINISH 5

FLOOR

POURED EPOXY

FLOOR

POURED EPOXY

FLOOR

POURED EPOXY

C

O U

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SHEET A-001 FOR DETAILS, TYP.

COMPOSITE ROOF PAVERS. SEE

SHEET A-001 FOR DETAILS, TYP.

COMPOSITE ROOF PAVERS. SEE

SHEET A-001 FOR DETAILS, TYP.

COMPOSITE ROOF PAVERS. SEE

A505

A505

C

O U

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A T

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N T

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FINISH 2

BLOCK

BLOCK FINISH 2

BLOCK FINISH 3

BLOCK FINISH 2

BLOCK FINISH 3

A505

BLOCK FINISH 2

BLOCK FINISH 3

BLOCK FINISH 5

BLOCK FINISH 5

FINISH 2

BLOCK

C

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A

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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

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ROOM

MECHANICAL

SOUTH

ROOM

WOMEN'S

ROOM

MEN'S

CORRIDOR

OFFICE 1 OFFICE 2

LOWER LOBBY

WORKSHOP

IT TECHNICIAN

CORRIDOR

LOWER HALLWAY

ROOM

CONFERENCE -BRIEFING SERVER ROOM

SPANG AND PULSER ROOM 1

ROOM 1

LOWER MECHANICAL

ALCOVE 1

LOWER EQUIPMENT

ROOM 1

SWITCH GEAR

STORAGE ROOM 1

CLOSET

SUMP

ROOM

PLUMBING

ROOM

ELECTRICAL

SOUTH

MACHINE ROOM

2'-2"

676 LBS AGENT / 850 LB CYLINDER

NOVEC 1230 STORAGE CONTAINER

2"

2"

2"

CA

CA

C A

CA

CA

CACA

CACP-2

2"

CACP-3

WP

C A

C P -1

C A

C A

CAST-1

FLOOR CAST-3

FROM SECOND

FLOOR CAST-4

FROM SECOND

HIGH SECURITY KEY BOX

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

NOTES:

AUDIBLE ALARM HORN

VISUAL ALARM LIGHT

SMOKE DETECTOR

DUCT DETECTOR

DISCHARGE NOZZLE

360° CLEAN AGENT SYSTEM

DISCHARGE NOZZLE

180° CLEAN AGENT SYSTEM

FIRE PROTECTION LEGEND

ALARM/STROBE

WEATHER PROOF

SMOKE DETECTOR

CLEAN AGENT SYSTEM

AUDIBLE ALARM BELL

CLEAN AGENT SYSTEM

VISUAL ALARM STROBE

CLEAN AGENT SYSTEM

CONTROL PANEL

CLEAN AGENT SYSTEM

MANUAL PULL STATION

FIRE ALARM

MANUAL ACTIVATION STATION

CLEAN AGENT SYSTEM

HEAT DETECTOR

CONTROL PANEL

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

ALARM/STROBE

CLEAN AGENT

WEATHER PROOF

FIRE EXTINGUISHER

CLEAN AGENT

GRADE. BASIS OF DESIGN IS KNOX-BOX 3200.

WITH SPECIFICATION 21 22 00 AND 42" ABOVE

ADD HIGH SECURITY KEY BOX IN ACCORDANCE 3.

VOLUMES.

BASED ON ACTUAL CONSTRUCTED ROOM

QUANTITY OF CLEAN AGENT SHALL BE VERIFIED 2.

APPLICABLE LOCAL CODES.

10, NFPA 2001, UFC 3-600-01, AND ALL

PROTECTION SYSTEM SHALL CONFORM TO NFPA

THE FIRE PROTECTION SYSTEM. FINAL FIRE

THIS DRAWING SHOWS THE GENERAL INTENT OF 1.

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

FP-101

N

S I

D

K P

C S

R T

/8

F

IR

S T F

L O

O R

19783

W P -1

-B -0

P N

-F

B

R O

B E

R T S

E Z

O N

O V

S T

E P

H E

N R T

R E

H A

R N

E P

E

A U

G U

S T

N

F

IR

E S

U P

P R

E S

S

IO

N P

L A

N

676 LBS AGENT / 850 LB CYLINDER

NOVEC 1230 STORAGE CONTAINER

2"

2"

2"

CA

C A

CA

CA

CA

C A

CA

CA

CA

CA

C A

CA

CACP

FACP

WP

FAA

CA

365 LBS AGENT / 390 LB CYLINDER

NOVEC 1230 STORAGE CONTAINER

2"

2"

CACP-4

WP

WP

CACP-5

CACP-6

C A

C P -7

CACP-8

CAST-7

FLOOR CAST-8

FROM SECOND

FLOOR CAST-9

FROM SECOND

FLOOR CAST-11

FROM SECOND

CAST - 13

FIRST FLOOR FIRE SUPPRESSION PLAN

SCALE 1/8"=1'-0"

FIRST FLOOR FIRE SUPPRESSION PLAN

SCALE 1/8"=1'-0"

/8 /2

K E

Y B

O X A

D D

C D

4321 5 6 7 8 9 10 11 12 13 14 15 16

A B

C D

4321 5 6 7 8 9 10 11 12 13 14 15 16

A B

C D

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

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ROOM

MECHANICAL

SOUTH

ROOM

WOMEN'S

ROOM

MEN'S

CORRIDOR

OFFICE 1 OFFICE 2

LOWER LOBBY

WORKSHOP

IT TECHNICIAN

CORRIDOR

LOWER HALLWAY

ROOM

CONFERENCE -BRIEFING SERVER ROOM

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

CLOSET

SUMP

ROOM

MECHANICAL

NORTH

ROOM

ELECTRICAL

NORTH

LOADING DOCK AREA

ROOM

PLUMBING

ROOM

ELECTRICAL

SOUTH

MACHINE ROOM

FILE AND CUBICLE SPACE

CONTROL AND

SECURITY ROOM

BREAK ROOM

UTILITY

ROOM

UPPER

MECHANICAL ROOM 1

UPPER

EQUIPMENT ALCOVE 2

UPPER

EQUIPMENT ALCOVE 1

EXTERIOR

EQUIPMENT PATIO 1

EXTERIOR

EQUIPMENT PATIO 2

OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

UPPER LOBBY

E

'S

C K

O M

W O

M E

C K

O

M OPEN TO BELOW

OPEN TO

BELOWBARRIER REFERENCE

AND FILE SPACE

A201

A210

A203

A206

A205

A208

A209

UPPER

MECHANICAL ROOM 2

P201 P202

UPPER MECHANICAL/UTILITY WAY

FIRST FLOOR PLAN

: 1/16"=1'-0" Detail Scale

UTILITY LOFT PLAN

: 1/16"=1'-0" Detail Scale

SECOND FLOOR PLAN

: 1/16"=1'-0" Detail Scale

/4 /2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

P-001

K P

C S

R T

A N

S I

D

W P -1

-B -0

P N

-F

B

R O

B E

R T S

E Z

O N

O V

S T

E P

H E

N R T

R E

H A

R N

E P

E

N

A U

G U

S T

32'8'0 16'

/1

P L

U M

B

IN

G K

E Y P

L A

N

P111

P105P104

P109P102P108P107

P110

P103

P106

P101

SANITARY SEE

FOR SUPPLY AND

FOR SUPPLY SEE

FOR SANITARY SEE

FOR SANITARY SEE

FOR SUPPLY SEE

FOR SANITARY SEE FOR SANITARY SEE FOR SUPPLY SEE FOR SANITARY SEE

FOR SUPPLY SEEFOR SUPPLY SEE

W S

H E

E T A

D D

E D

/1

/2

N

O T

E S A

D D

E D

/8 /2

3 3

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…