Amendment 01.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for Repair B551 and B561 at Red River Army Depot (RRAD), Texas is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 04 September 2020; at 10:00 a.m.,CST, as previously announced.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G20B0031

X 9B. DATED (SEE ITEM 11)

06-Aug-2020

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11 -Aug-2020

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G20B0031

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20B0031

CHANGES TO THE DRAWINGS

1. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, W9126G20B0031 0001

Building 551

A-106

AD100

AD200

E-601

Building 561

AD100

AD200

E-601

End of Summary of Changes

A-301

8 9 10 11 12 13 14

E.5

F

G

H

I

J

5 5

VEHICLE

AISLE 3

VEHICLE

AISLE 4

OFF

OFF

20' - 0" 1' - 0" 19' - 0" 20' - 0" 20' - 0" 20' - 0"

6' - 4" 3' - 4" 10' - 4" 10' - 0" 10' - 0"

G.4

I.3

20' - 0"

101AA

101CC

101DD

108 107

GL-1

GL-1

GL-1 GL-1 GL-1

28' - 4" 10' - 2" 1

10' - 2"

10' - 0"

A -1

A -1

A

-1

A -1

A

-1

A -1

A -1

A -1

/8

2' - 8" 10' - 0" 10' - 0" 8' - 0"

2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 4"

T Y

P

/8

5' - 6" 4' - 0"

1' - 10"

4' - 0"

2' - 0"

3' - 4"

6"

J.0

ABO #4

MAINTENANCE

BAY

TYP.

TYP.

A-502

TYP. E.J.

KEYED NOTES:

1. EXISTING CLAY TILE MASONRY WALL

2. EXISTING CONCRETE COLUMN

3. METAL WALL PANEL OVER RIGID INSULATION (1.5” THICK, R-9.8) TO OUTSIDE

FACE OF EXISTING CLAY TILE WALL

4. PERSONNEL DOOR

5. 16' x 16' OVERHEAD DOOR

6. 8" DIA., 4' HT BOLLARD (INTERIOR) - SEE DETAIL 3/A-501

7. 8" DIA, 4' HT BOLLARD (EXTERIOR) - SEE CIVIL DWGS

8. CMU INFILL AT DEMO’D EXISTING DOOR - SEE STRUCT DWGS

9. CFMF STUD WALL (FOR INTERIOR WALLS) - SEE DETAIL 1/A-604. REFER TO

STRUCT DWGS FOR FRAMING REQUIREMENTS

10. 6"x6" PREFINISHED METAL DOWNSPOUT

11. STEEL LADDER WITH MIN. 16 GA GAL. 72" MAX HEIGHT STEEL LADDER GUARD

ATTACHED TO LADDER BY PIANO HINGES. PROVIDE GOV. FURNISHED

OPEN/CLOSE 5200 SERIES PADLOCK WITH 1-1/8" SHACKLE. SEE DETAIL 4/A-500.

12. ELEC. SWITCH BOARD LOCATION, PROVIDE SAFETY YELLOW FLOOR STRIPING

AS SHOWN - SEE ELEC. DWGS

13. EXISTING AIR COMPRESSOR STRUCTURE - NO WORK THIS AREA. PROTECT

STRUCTURE IN PLACE DURING CONSTRUCTION. PROVIDE PREFINISHED METAL

TRIM AND ROOF FLASHING INTO ADJACENT NEW WALL CLADDING PER MBM

RECOMMENDED DETAILS.

14. SURFACE-MOUNTED SAFETY GUARDRAIL. SEE DETAIL 4/ A-501

15. OVERHEAD MOTORIZED SECURITY CURTAIN GRILLE - SEE DOOR SCHEDULE

16. DRENCH SHOWER/EYEWASH COMBO - SEE PLUMB DWGS

17. WASH-FOUNTAIN LAVATORY. SEE PLUMB DWGS

18. RECYCLING STORAGE AREA. PROVIDE 4" WIDE YELLOW PAINT STRIPING AS

SHOWN, APPROX. 3'x8'.

19. WALK-OFF MAT - SEE FFE PACKAGE

# -NOT ALL APPLY TO THIS SHEET-

GENERAL NOTES:

1. ALL DIMENSIONS ARE TO BE MEASURED FROM FACE TO FACE OF FINISHES.

GENERAL CONTRACTOR MUST FIELD VERIFY MEASUREMENTS OFF EXISTING

WALL TO NEW WALL.

2. ELECTRICAL AND MECHANICAL DEVICES ARE SHOWN FOR REFERENCE ONLY.

REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR MORE INFORMATION.

3. COORDINATE WITH ALL OTHER TRADES FOR SPECIFIC LOCATIONS OF WALL AND

ROOF MOUNTED EQUIPMENT.

4. REFER TO BUILDING ELEVATIONS AND ELECTRICAL DWGS FOR LOCATIONS OF

EXTERIOR LIGHTING.

5. REFER TO SHEET I-601 FOR ROOM FINISH SCHEDULE.

LEGEND

EXISTING DOOR

NEW DOOR

EXISTING WALL

NEW WALL

EXTENTS OF BRIDGE

CRANE LIMITS

FALL ARREST SYSTEM

RAILS

ABO # 9

ABO # 10

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1/8" = 1'-0"1

FLOOR PLAN - SECTOR 6

A

KEY PLAN

1 2 3 4

5 6 7 8

22 281571

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0 8'4' 16'

1/8"=1'-0SCALE:

A

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M E

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8/

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1 2 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

A

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AD200

AD200

AD200

AD200

500' - 0"

15 5 55 1 5

155555 5

4 4 4

3 3

5' - 0" 5' - 0"

B

10 10 10

GENERAL NOTES:

1. ALL FIELD MEASUREMENT VERIFICATION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCY.

2. PROTECT EXISTING BUILDING ELEMENTS TO REMAIN FROM

DAMAGE.

3. REMOVE EXISTING ROOF AND ALL WOOD FRAMING DOWN TO

TOP OF EXISTING CONCRETE BEAM.

4. DEMOLISH AND REMOVE HALF WALLS OR WORK STATIONS.

FIELD VERIFY BY GENERAL CONTRACTOR.

5. DISCONNECT, COVER, THEN RECONNECT AIR TANKS AND

GROUNDED MECHANICAL EQUIPMENT DURING DEMOLITION

AND CONSTRUCTION.

6. FIELD VERIFY AND CONDUCT ANY NECESSARY PATCH WORK

TO EXISTING FLOOR.

7. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION

AND REQUIREMENTS.

LEGEND

EXISTING DOOR TO REMAIN

DOOR TO BE DEMOLISHED

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED

DOOR TO BE DEMOLISHED

#KEYED NOTES:

1. DEMOLISH AND REMOVE EXISTING OVERHEAD COILING DOOR AND

ASSOCIATED ASSEMBLY

2. DEMOLISH AND REMOVE EXISTING HOLLOW METAL DOOR AND

ASSOCIATED ASSEMBLY

3. DEMOLISH AND REMOVE EXISTING PAVEMENT. TO BE INFILLED WITH

PAVEMENT DURING NEW CONSTRUCTION. REFER TO CIVIL DWGS FOR

EXTERIOR SITE DEMOLITION

4. EXISTING FLOOR. REFER TO STRUCTURAL DRAWINGS FOR EXTENTS OF

WORK.

5. FIELD CUT NEW OPENING IN EXISTING CLAY TILE WALL AS REQUIRED

FOR NEW DOOR

6. EXISTING AIR COMPRESSOR SPACE - NO WORK - CONTRACTOR SHALL

PROTECT EXISTING STRUCTURE DURING CONSTRUCTION

7. DEMOLISH AND REMOVE EXISTING WOOD ROOF FRAMING AND INTERIOR

WOOD COLUMNS

8. DEMOLISH AND REMOVE EXISTING FIRE WALL AND ASSOCIATED

FOUNDATIONS

9. DEMOLISH AND REMOVE EXISTING INTERIOR PAVEMENT AND SLAB-ON-

GRADE AS REQUIRED FOR NEW CONSTRUCTION. REFER TO

STRUCTURAL DRAWINGS FOR LIMITS OF INTERIOR DEMOLITION.

10. DEMOLISH AND REMOVE EXISTING BUILDING STRUCTURES AND

ADDITIONS IN THEIR ENTIRETY

11. DEMO EXISTING METAL LADDER

12. REMOVE EXISTING DOORWAY INFILLED WALL

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3/64" = 1'-0"1

COMPOSITE PLAN - DEMOLITION

N

0 20'10' 40'

3/64"=1'-0"SCALE:

A

M E

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M E

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8/

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FIN. FLR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

12345678910111213141516171819202122232425262728

T.O. ROOF (EXIST)

126' - 6"

13 3 3 1 2 3 3 44 2 2 21

5 5

119 9 71

FIN. FLR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

1 2 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

T.O. ROOF (EXIST)

126' - 6"

103 1 3 3 3 1 1 34 43

5 5 5 5

9 9 7

FIN. FLR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

A C D E F G H I J

T.O. ROOF (EXIST)

126' - 6"

133 3

B

5 5

871 1

FIN. FLR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

ACDEFGHIJ

T.O. ROOF (EXIST)

126' - 6"

11 13 3 42

B

GENERAL NOTES:

1. ALL FIELD MEASUREMENT VERIFICATION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCY.

2. PROTECT EXISTING BUILDING ELEMENTS TO REMAIN FROM

DAMAGE.

3. REMOVE EXISTING ROOF AND ALL WOOD FRAMING DOWN TO

TOP OF EXISTING CONCRETE BEAM.

4. DEMOLISH AND REMOVE HALF WALLS OR WORK STATIONS.

FIELD VERIFY BY GENERAL CONTRACTOR.

5. DISCONNECT, COVER, THEN RECONNECT AIR TANKS AND

GROUNDED MECHANICAL EQUIPMENT DURING DEMOLITION

AND CONSTRUCTION.

6. FIELD VERIFY AND CONDUCT ANY NECESSARY PATCH WORK

TO EXISTING FLOOR.

7. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION

AND REQUIREMENTS.

#KEYED NOTES:

1. DEMOLISH AND REMOVE EXISTING OVERHEAD COILING

DOOR AND ASSOCIATED ASSEMBLY

2. DEMOLISH AND REMOVE EXISTING HM DOOR AND

ASSOCIATED ASSEMBLY

3. FIELD CUT NEW OPENING IN EXISTING CLAY TILE (OR CMU)

WALL AS REQUIRED FOR NEW DOOR

4. DEMOLISH AND REMOVE EXISTING ROOFING SYSTEM AND

WOOD ROOF FRAMING SYSTEM

5. DEMOLISH AND REMOVE EXISTING GRADE BEAM. REFER TO

STRUCTURAL ELEVATIONS FOR LIMITS OF DEMOLITION

6. DEMO EXISTING METAL LADDER

7. DEMOLISH AND REMOVE EXISTING CLAY TILE WALL ABOVE

EXISTING CONCRETE STRUCTURE, CONTRACTOR SHALL

TAKE CARE TO RETAIN UNDAMAGED TILES FOR SPOT

REPAIR, REPLACEMENT OF EXISTING MASONRY WALLS

DURING CONSTRUCTION

8. DEMOLISH AND REMOVE EXISTING CONCRETE RAKE BEAM

9. DEMOLISH AND REMOVE TOP PORTION OF EXISTING

CONCRETE COLUMNS AT EXISTING EXPANSION JOINT

10. REMOVE EXISTING DOORWAY INFILLED WALL.

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3/64" = 1'-0"1

EAST ELEVATION - DEMOLITION

3/64" = 1'-0"2

WEST ELEVATION - DEMOLITION

3/64" = 1'-0"3

NORTH ELEVATION - DEMOLITION

3/64" = 1'-0"4

SOUTH ELEVATION - DEMOLITION

0 20'10' 40'

3/64"=1'-0"SCALE:

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8/

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G N 100A/3P

MDPH11 MAIN SWITCHBOARD 480Y/277V, 3Ø, 4W, 2000A, 42KAIC NEMA 1 ENCLOSURE

4 SETS OF

(3#500KCMIL, 1#500KCMIL NEU, 4"C)

PLUS 4 SPARE CONDUITS.

150A/3P

2000 AF

1200 AT

UTILITY

TRANSFORMER

2 SETS OF

EMPTY 4"C

WITH PULL

STRING

100A/3P100A/3P

LH11

100A MCB

480V

400A/3P 400A/3P 200A/3P 200A/3P

PH11

400A MCB

480V

4#

0k C

M

IL

, 1 #3

G , 4

"C

LSIGM

T-PL111,

30 KVA

480∆ TO

208Y/120V

LOCATION: BUILDING 551

PL111

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C 3#

4, #1 0G

, 1 "C

PH12

400A MCB

480V 5 5

4# 1, #6

G , 1

-1 /2

"C

S P

A R

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T-PL13,

30 KVA

480∆ TO

208Y/120V

PL13

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL15,

30 KVA

480∆ TO

208Y/120V

PL15

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL17,

30 KVA

480∆ TO

208Y/120V

PL17

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL19,

30 KVA

480∆ TO

208Y/120V

PL19

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL120,

30 KVA

480∆ TO

208Y/120V

PL120

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL122,

30 KVA

480∆ TO

208Y/120V

PL122

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL112,

30 KVA

480∆ TO

208Y/120V

PL112

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C 3#

4, #1 0G

, 1 "C

45A/3P

PH13 480Y/277V, 3Ø, 4W, 200A, 35kAIC NEMA 1 ENCLOSURE

45A/3P

200 AF

200 AT

45A/3P45A/3P 45A/3P 45A/3P 45A/3P 45A/3P 45A/3P

T-PL11,

30 KVA

480∆ TO

208Y/120V

PL11

100A MCB

208Y/120

60A

NF

3# 8, #1

0G , 3

/4 "C

S P

A R

E

S P

A R

E

T-PL14,

30 KVA

480∆ TO

208Y/120V

PL14

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL16,

30 KVA

480∆ TO

208Y/120V

PL16

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL18,

30 KVA

480∆ TO

208Y/120V

PL18

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL110,

75 KVA

480∆ TO

208Y/120V

PL110

200A MCB

208Y/120

100A

NF

4# 3/

0, #6 G

, 2 "C

3# 3, #8

G , 1

"C

T-PL121,

30 KVA

480∆ TO

208Y/120V

PL121

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL123,

30 KVA

480∆ TO

208Y/120V

PL123

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

45A/3P

PH14 480Y/277V, 3Ø, 4W, 200A, 22kAIC NEMA 1 ENCLOSURE

45A/3P

200 AF

200 AT

100A/3P45A/3P 45A/3P 45A/3P 45A/3P 45A/3P 45A/3P

T-PL12,

30 KVA

480∆ TO

208Y/120V

PL12

100A MCB

208Y/120

60A

NF

S P

A R

E

S P

A R

E

45A/3P

T-PL125,

30 KVA

480∆ TO

208Y/120V

PL125

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

3 3

45A/3P

T-PL114,

30 KVA

480∆ TO

208Y/120V

PL114

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

225A/3P 225A/3P

PH15

225A MCB

480V

PH16

225A MCB

480V

225A/3P 225A/3P

PH17

225A MCB

480V

PH19

225A MCB

480V

30A/3P

S P

D

200A

NF

3# 1/

0, #6 G

, 1 -1

/2 "C

COMPRESSOR

4# 4/

0, #4 G

, 2 -1

/2 "C

2 2 2 2 2 2 2

666 6666 66

S P

A R

E

ABO #2ABO #4ABO #2

4# 3/

0, #6 G

, 2 "C

4# 3/

0, #6 G

, 2 "C

4# 4/

0, #4 G

, 2 -1

/2 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

ABO #10

4#

0k C

M

IL

, 1 #3

G , 4

"C

4# 4/

0, #4 G

, 2 -1

/2 "C

4# 4/

0, #4 G

, 2 -1

/2 "C

4# 1, #6

G ,1

/2

"C

4# 1, #6

G ,1

/2

"C

US Army Corps of

Engineers ®

U S

A R

M Y

C O

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S O

F E

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IN

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2 3 4 5 6 7 8 9 10

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M ar k D e s c ri p ti o n

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C H

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K E

D B

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S U

B M

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B Y

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V

Fort Worth District

A c ti o n

Tr ac ki ng

N o.

A U

G U

S T

E-601

O N

E -L

IN

E

D

IA

G R

A M

R .M

U R

R A

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R .M

U R

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J .S

P O

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IT

O

NTS1

ONE-LINE DIAGRAM

KEYED NOTES :X

1. NOT USED.

2. REFER TO PANEL SCHEDULES ON SHEET E-602 THRU E-608 FOR ADDITIONAL

INFORMATION.

3. INSTALL NEW SMART METER IN SWITCHBOARD OR ADJACENT TO

PANELBOARD AND CONNECT TO NEW ILON INTERFACE CONTROLLER. PROVIDE

CT’S AND HARDWARE AS REQUIRED. REFER TO SPECIFICATION 26 27 14 FOR

ADDITIONAL DETAILS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR A

COMPLETE AND INTEGRATED INSTALLATION OF SMART METER/ILON

EQUIPMENT BACK TO THE EXISTING RRAD ENERGY MANAGEMENT SYSTEM.

THIS INCLUDES ALL TASKS OF "HARDWARE SETUP, PROGRAMMING, TESTING

AND INTEGRATION".

4. EXISTING DISCONNECT TO BE REUSED.

5. INSTALL EXISTING SQUARE D SMART METER (SALVAGED FROM DEMO)

ADJACENT TO PANELBOARD AND CONNECT TO RELOCATED ILON INTERFACE

CONTROLLER. PROVIDE NEW CT’S AND HARDWARE AS REQUIRED. REFER TO

SPECIFICATION 26 27 14 FOR ADDITIONAL DETAILS. ELECTRICAL CONTRACTOR

IS RESPONSIBLE FOR A COMPLETE AND INTEGRATED INSTALLATION OF SMART

METER/ILON EQUIPMENT BACK TO THE EXISTING RRAD ENERGY MANAGEMENT

SYSTEM. THIS INCLUDES ALL TASKS OF "HARDWARE SETUP, PROGRAMMING,

TESTING AND INTEGRATION".

6. THIS TRANSFORMER REQUIRES A MANUFACTURER'S WALL OR COLUMN

MOUNTING KIT, BASED ON CONDITIONS SHOWN ON PLANS. MOUNT BOTTOM OF

TRANSFORMER AT 10'-0" ABOVE FINISHED FLOOR.

GENERAL NOTES:

1. REFER TO DRAWING G-004 FOR COMPLETE ABO SCOPE OF WORK.

AM

E N

D M

E N T

8/

/2

LEGEND

EXISTING DOOR TO REMAIN

DOOR TO BE DEMOLISHED

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED

1 2 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

A

B

C

D

E

F

G

H

I

J

AD200

AD200

AD200

AD200

1 1

2 2

4 4 4 4

EXISTING

BREAK RM. -

NO WORK

5' - 0"

11 2 1

1 1 1

1 1 1 12 2

12 12 12

GENERAL NOTES:

1. ALL FIELD MEASUREMENT VERIFICATION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCY.

2. PROTECT EXISTING BUILDING ELEMENTS FROM DAMAGE.

3. REMOVE EXISTING ROOF AND ALL WOOD FRAMING DOWN TO

EXISTING CONC. FRAME.

4. DEMOLISH AND REMOVE HALF WALLS OR WORK STATIONS.

FIELD VERIFY BY GENERAL CONTRACTOR.

5. DISCONNECT, COVER, THEN RECONNECT AIR TANKS AND

GROUNDED MECHANICAL EQUIPMENT DURING DEMOLITION

AND CONSTRUCTION.

6. FIELD VERIFY AND CONDUCT ANY NECESSARY PATCH WORK TO

EXISTING FLOOR.

7. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION

AND REQUIREMENTS.

#KEYED NOTES:

1. DEMOLISH AND REMOVE EXISTING OVERHEAD COILING DOOR AND

ASSOCIATED ASSEMBLY

2. DEMOLISH AND REMOVE EXISTING HOLLOW METAL DOOR AND

ASSOCIATED ASSEMBLY

3. DEMOLISH AND REMOVE EXISTING PAVEMENT. TO BE INFILLED WITH

PAVEMENT DURING NEW CONSTRUCTION. REFER TO CIVIL DWGS FOR

EXTERIOR SITE DEMOLITION.

4. EXISTING FLOOR. REFER TO STRUCTURAL DRAWINGS FOR EXTENTS OF

WORK.

5. FIELD CUT NEW OPENING IN EXISTING CLAY TILE WALL AS REQUIRED

FOR NEW DOOR

6. EXISTING AIR COMPRESSOR AREA - SALVAGE CANOPY STRUCTURE FOR

REINSTALLATION.

7. DEMOLISH AND REMOVE EXISTING WOOD ROOF FRAMING AND INTERIOR

WOOD COLUMNS

8. DEMOLISH AND REMOVE EXISTING FIRE WALL AND ASSOCIATED

FOUNDATIONS

9. DEMOLISH AND REMOVE EXISTING INTERIOR PAVEMENT AND SLAB-ON-

GRADE AS REQUIRED FOR NEW CONSTRUCTION. REFER TO

STRUCTURAL DRAWINGS FOR LIMITS OF INTERIOR DEMOLITION.

10. NOT USED.

11. EXISTING DOOR TO REMAIN.

12. DEMOLISH AND REMOVE EXISTING BUILDING STRUCTURES IN THEIR

ENTIRETY, INCLUDING SLAB AND FONDATIONS.

US Army Corps of

Engineers ®

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SHEET

NUMBER

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A c ti o n

Tr ac ki ng

N o.

A U

G U

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AD100

C O

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3/64" = 1'-0"1

COMPOSITE FIRST FLOOR PLAN - DEMOLITION

N

0 20'10' 40'

3/64"=1'-0"SCALE:

A

KEY PLAN

1 2 3 4

5 6 7 8

22 281571

E

J

A

M E

N D

M E

N T

8/

/2

FIN. FLOOR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

12345678910111213141516171819202122232425262728

T.O. EXISTING ROOF

126' - 6"

1 1 1 1 1 1 14 4 22 2 3 2

79 9

FIN. FLOOR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

1 2 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

T.O. EXISTING ROOF

126' - 6"

2 1 14 1 1 1 1 1102 10 2 2210

22 2

FIN. FLOOR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

A B C D E F G H I J

T.O. EXISTING ROOF

126' - 6"

1 1 3 1234 4 7 8

FIN. FLOOR.

100' - 0"

T.O.W. (EXIST)

118' - 4 1/2"

ABCDEFGHIJ

1 3 1 3 1 142

7 8

#KEYED NOTES:

1. DEMOLISH AND REMOVE EXISTING OVERHEAD COILING

DOOR AND ASSOCIATED ASSEMBLY

2. DEMOLISH AND REMOVE EXISTING HM DOOR AND

ASSOCIATED ASSEMBLY

3. FIELD CUT NEW OPENING IN EXISTING CLAY TILE WALL AS

REQUIRED FOR NEW DOOR

4. DEMOLISH AND REMOVE EXISTING ROOFING SYSTEM AND

WOOD ROOF FRAMING SYSTEM.

5. NO WORK - EXISTING TO REMAIN

6. DEMOLISH AND REMOVE EXISTING GRADE BEAM, REFER TO

STRUCTURAL ELEVATIONS FOR LIMITS OF DEMOLITION

7. DEMOLISH AND REMOVE EXISTING CLAY TILE WALL ABOVE

EXISTING CONCRETE STRUCTURE. CONTRACTOR SHALL

TAKE CARE TO RETAIN UNDAMAGED TILES FOR SPOT

REPAIR/REPLACEMENT OF EXISTING MASONRY WALLS

DURING CONSTRUCTION.

8. DEMOLISH AND REMOVE EXISTING CONCRETE RAKE BEAM.

9. DEMOLISH AND REMOVE TOP PORTION OF EXISTING

CONCRETE COLUMNS AT EXISTING EXPANSION JOINTS.

10. DEMOLISH AND REMOVE EXISTING BUILDING STRUCTURES

IN THEIR ENTIRETY, INCLUDES SLAB AND FOUNDATIONS.

GENERAL NOTES:

1. ALL FIELD MEASUREMENT VERIFICATION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTIFY

ARCHITECT IMMEDIATELY OF ANY DISCREPANCY.

2. PROTECT EXISTING BUILDING ELEMENTS FROM DAMAGE.

3. REMOVE EXISTING ROOF AND ALL WOOD FRAMING DOWN TO

EXISTING CONC. FRAME.

4. DEMOLISH AND REMOVE HALF WALLS OR WORK STATIONS.

FIELD VERIFY BY GENERAL CONTRACTOR.

5. DISCONNECT, COVER, THEN RECONNECT AIR TANKS AND

GROUNDED MECHANICAL EQUIPMENT DURING DEMOLITION

AND CONSTRUCTION.

6. FIELD VERIFY AND CONDUCT ANY NECESSARY PATCH WORK TO

EXISTING FLOOR.

7. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION

AND REQUIREMENTS.

US Army Corps of

Engineers ®

U S

A R

M Y

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IN

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G

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F

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M ar k D e s c ri p ti o n

BLDG 561

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SHEET

NUMBER

D E

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A N

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D A

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S O

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IC

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N N

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B

G G

E B

E R

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D R

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N B

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C H

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D B

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Fort Worth District

A c ti o n

Tr ac ki ng

N o.

A U

G U

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AD200

E X

T E

R

IO

R E

L E

V A

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D

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3/64" = 1'-0"1

EAST ELEVATION - DEMOLITION

3/64" = 1'-0"2

WEST ELEVATION - DEMOLITION

3/64" = 1'-0"3

NORTH ELEVATION - DEMOLITION

3/64" = 1'-0"4

SOUTH ELEVATION - DEMOLITION

A

M E

N D

M E

N T

8/

/2

G N 100A/3P

MDPH11 MAIN SWITCHBOARD 480Y/277V, 3Ø, 4W, 2000A, 42kAIC NEMA 1 ENCLOSURE

4 SETS OF

(3#500KCMIL, 1#500KCMIL NEU, 4"C)

PLUS 4 SPARE CONDUITS.

100A/3P

2000 AF

1200 AT

UTILITY

TRANSFORMER

2 SETS OF

EMPTY 4"C

WITH PULL

STRING

100A/3P100A/3P

LH11

100A MCB

480V

400A/3P 400A/3P 200A/3P 200A/3P

PH11

400A MCB

480V

4#

0k C

M , 1

#3 G

, 4 "C

LSIGM

T-PL111,

75 KVA

480∆ TO

208Y/120V

LOCATION: BUILDING 561

PL111

200A MCB

208Y/120

NF

4# 3/

0, #6 G

, 2 "C

PH12

400A MCB

480V 5 5

4# 1, #8

G , 1

-1 /2

"C

S P

A R

E

S P

A R

E

T-PL13,

30 KVA

480∆ TO

208Y/120V

PL13

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C 3#

8, #1 0G

, 3 /4

"C

T-PL15,

30 KVA

480∆ TO

208Y/120V

PL15

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C 3#

8, #1 0G

, 3 /4

"C

T-PL17,

30 KVA

480∆ TO

208Y/120V

PL17

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C 3#

8, #1 0G

, 3 /4

"C

T-PL19,

30 KVA

480∆ TO

208Y/120V

PL19

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C 3#

8, #1 0G

, 3 /4

"C

T-PL120,

30 KVA

480∆ TO

208Y/120V

PL120

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

3# 8, #1

0G , 3

/4 "C

T-PL122,

30 KVA

480∆ TO

208Y/120V

PL122

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

3# 8, #1

0G , 3

/4 "C

T-PL112,

75 KVA

480∆ TO

208Y/120V

PL112

200A MCB

208Y/120

NF

45A/3P

PH13 480Y/277V, 3Ø, 4W, 200A, 35kAIC NEMA 1 ENCLOSURE

45A/3P

200 AF

200 AT

45A/3P45A/3P 45A/3P 45A/3P 45A/3P 45A/3P 45A/3P

T-PL11,

30 KVA

480∆ TO

208Y/120V

PL11

100A MCB

208Y/120

60A

NF

S P

A R

E

S P

A R

E

T-PL14,

30 KVA

480∆ TO

208Y/120V

PL14

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL16,

30 KVA

480∆ TO

208Y/120V

PL16

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL18,

30 KVA

480∆ TO

208Y/120V

PL18

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL110,

30 KVA

480∆ TO

208Y/120V

PL110

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL121,

30 KVA

480∆ TO

208Y/120V

PL121

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

T-PL123,

30 KVA

480∆ TO

208Y/120V

PL123

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

45A/3P

PH14 480Y/277V, 3Ø, 4W, 200A, 22kAIC NEMA 1 ENCLOSURE

45A/3P

200 AF

200 AT

45A/3P45A/3P 45A/3P 45A/3P 45A/3P 45A/3P 45A/3P

T-PL12,

30 KVA

480∆ TO

208Y/120V

PL12

100A MCB

208Y/120

60A

NF

S P

A R

E

S P

A R

E

T-PL125,

30 KVA

480∆ TO

208Y/120V

PL125

100A MCB

208Y/120

60A

NF

4# 1, #6

G ,1

/2

"C

3 3

3# 8, #1

0G , 3

/4 "C

45A/3P

200A/3P 225A/3P

PH15

200A MCB

480V

PH16

225A MCB

480V

225A/3P 225A/3P

PH17

225A MCB

480V

PH19

225A MCB

480V

30A/3P

S P

D

100A/3P

3# 3, #8

G , 1

-1 /4

"C

T-LL212,

75 KVA

480∆ TO

208Y/120V

LL212

225A MCB

208Y/120

NF

4# 4/

0, #2 G

, 2

/2 "C

NF

3#

0k C

M

IL

, 1 #3

G , 3

"C

M

EXISTING AIR

COMPRESSOR

4# 4/

0, #4 G

, 2 -1

/2 "C

2 2 2 2 2 2 2

666 666666

S P

A R

E

ABO #12

ABO #20

ABO #12

80A/1P

100A

2# 4, #8

G , 1

"C

WH-2

ABO #14

4# 3/

0, #6 G

, 2 "C

4# 3/

0, #6 G

, 2 "C

3# 1, #6

G , 1

-1 /2

"C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

3# 8, #1

0G , 3

/4 "C

400A/3P

4# 3/

0, #6 G

, 2 "C

3# 1, #6

G , 1

-1 /2

"C 4#

3/ 0, #6

G , 2

"C 4#

0k

C M

, 1 #3

G , 4

"C

PL114

60A MCB

208Y/120

4# 6, #1

0G ,1

"C

ABO #14

4# 4/

0, #4 G

, 2 -1

/2 "C

4# 4/

0, #4 G

, 2 -1

/2 "C

4# 1, #6

G ,1

/2

"C 3#

8, #1 0G

, 3 /4

"C

4# 1, #6

G ,1

/2

"C 3#

8, #1 0G

, 3 /4

"C

US Army Corps of

Engineers ®

U S

A R

M Y

C O

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S O

F E

N G

IN

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2 3 4 5 6 7 8 9 10

F

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A

D a te

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ONE-LINE DIAGRAM

KEYED NOTES :X

1. EXISTING PANEL TO BE REFED AS SHOWN..

2. REFER TO PANEL SCHEDULE ON SHEET E-602 THRU E-607 FOR ADDITIONAL

INFORMATION.

3. INSTALL NEW SMART METER IN SWITCHBOARD OR ADJACENT TO PANELBOARD

AND CONNECT TO NEW ILON INTERFACE CONTROLLER. PROVIDE CT’S AND

HARDWARE AS REQUIRED. REFER TO SPECIFICATION 26 27 14 FOR ADDITIONAL

DETAILS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND

INTEGRATED INSTALLATION OF SMART METER/ILON EQUIPMENT BACK TO THE

EXISTING RRAD ENERGY MANAGEMENT SYSTEM. THIS INCLUDES ALL TASKS OF

"HARDWARE SETUP, PROGRAMMING, TESTING AND INTEGRATION".

4. EXISTING DISCONNECT TO BE REUSED.

5. INSTALL EXISTING SQUARE D SMART METER (SALVAGED FROM DEMO)

ADJACENT TO PANELBOARD AND CONNECT TO RELOCATED ILON INTERFACE

CONTROLLER. PROVIDE NEW CT’S AND HARDWARE AS REQUIRED. REFER TO

SPECIFICATION 26 27 14 FOR ADDITIONAL DETAILS. ELECTRICAL CONTRACTOR

IS RESPONSIBLE FOR A COMPLETE AND INTEGRATED INSTALLATION OF SMART

METER/ILON EQUIPMENT BACK TO THE EXISTING RRAD ENERGY MANAGEMENT

SYSTEM. THIS INCLUDES ALL TASKS OF "HARDWARE SETUP, PROGRAMMING,

TESTING AND INTEGRATION".

6. THIS TRANSFORMER REQUIRES A MANUFACTURER'S WALL OR COLUMN

MOUNTING KIT, BASED ON CONDITIONS SHOWN ON PLANS. MOUNT BOTTOM OF

TRANSFORMER AT 10'-0" ABOVE FINISHED FLOOR.

GENERAL NOTES:

1. REFER TO DRAWING G-004 FOR COMPLETE ABO SCOPE OF WORK.

AM

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