Attachment Drawings Addendum 1.pdf

ARCHITECTURE | ENGINEERING | GIS | SURVEYING

517 Seventh Street Rapid City, SD 57701 p 605.342.9470 f 605.342-2377 www.4front.biz

36C26126R0004 IMPROVE CENTRAL UTILITY

PLANT (CUP) VAMC

Las Vegas, Nevada Project #23.2730.M01

February 10, 2026

ADDENDUM NO. 1

The following becomes a part of the original Plans and Specifications, just as if printed and bound therein, and takes precedence over any items that may conflict. The bidder shall acknowledge receipt of this Addendum on his bid proposal form, incorporating its provisions in his bid.

GENERAL INFORMORMATION:

Bid date or time change, alternates added, etc.

CHANGES AND CLARIFICATIONS TO DRAWINGS:

DRAWING SHEET :

1. Drawing Sheet S-120 CHILLER ROOM SECTION VIEWS – See drawing sheet for a revision to address vertical bracing connection detail now clarified on S-153.

2. Drawing Sheet S-140 BOILER ROOM SECTION VIEWS – See drawing sheet for a revision to address vertical bracing connection detail now clarified on S-153.

3. Drawing Sheet S-153 STRUCTURAL DETAILS – See drawing sheet, Detail 1, for a revision to address angle bracing connection at beam/column referenced on S-120 and S-

140.

4. Drawing Sheet MD-102 BUILDING 2 LEVEL 1 MECHCANICAL DEMOLITION

PLAN – See drawing sheet for a revision to keyed note #9 for shutoff valve replacement with new flow control valve. See drawing sheet for a revision to the last general mechanical note to alert the COR of any shutoff valves that do not close and seal off properly.

5. Drawing Sheet MD-103 BUILDING 2 CHILLER ROOM MEZZANINE

MECHCANICAL DEMOLITION PLAN – See drawing sheet for a revision to the last general mechanical note to alert the COR of any shutoff valves that do not close and seal off properly.

6. Drawing Sheet M-100 BUILDING 5 BASEMENT MECHCANICAL REMODEL PLAN

– See drawing sheet for a revision to the last general mechanical note to alert the COR of any shutoff valves that do not close and seal off properly.

7. Drawings Sheet M-101 BUILDING 2 BASEMENT & BUILDING 4 LEVEL 1

MECHCANICAL REMODEL PLANS – See drawing sheet for a revision to the last general mechanical note to alert the COR of any shutoff valves that do not close and seal off properly.

36C26126R0004 Addendum No. 1

8. Drawing Sheet M-102 BUILDING 2 LEVEL 1 NEW MECHCANICAL PLAN РSee drawing sheet for a revision to remove keyed note #10 and new 18ӯ Equalizer requirement from detail #1. See drawing sheet for a revision to keyed note #12 for shutoff valve replacement with new flow control valve. See drawing sheet for a revision to the last general mechanical note to alert the COR of any shutoff valves that do not close and seal off properly. See drawing sheet for revision to add strainers in the condesnser water piping to the new condenser water pumps in details #1 and #3.

9. Drawings Sheet M-103 BUILDING 2 CHILLER ROOM MEZZANINE LEVEL NEW

MECHCANICAL PLAN – See drawing sheet for a revision to the last general mechanical note to alert the COR of any shutoff valves that do not close and seal off properly.

CHANGES TO AND CLARIFICATIONS TO SPECIFICATIONS:

SECTION :

1. Added Specification 13 05 41 Seismic Restraint Requirements for Non-Structural Components

2. Added Specification 01 32 16.15 Project Schedules (Small Projects- Design/Bid/Build)

OTHER ATTACHMENTS:

See attached architectural finish schedule for paint finishes of newly installed steel, hollow metal doors and frames, and large diameter piping.

PLAN HOLDERS:

Provided by Las Vegas VAMC.

END OF ADDENDUM NO. 1

GRADE LEVEL FF

100' - 0"

5 6 7

ROOF BEAMS

134' - 4"

2-RF

H

SS

9X 9X

1/

H

SS

9X 9X

1/

H

SS

9X 9X

1/

AHU

W18X40W18X40

STRUCTURAL COLUMN SIZE TO BE

FIELD CONFIRMED.

TYPICAL FOR ALL HSS9X9X1/2

L4X4X1/4 3"

BELOW TOP OF

STEEL TYP

EXISTING

CATWALK FF

118' - 6"

CHILLER ROOM

NEW WORK

PLATFORM TOS

121' - 2 1/2"

C6X10.5

W 6X

W8X18W8X18

W 6X

12' - 10 5/8" 10' - 6 3/4" 3' - 10 5/8" 26' - 0"

CHILLER ROOM

SOUTH NEW

PLATFORM TOS

123' - 2 1/2"

S-154

WT10.5X22 C6X10.5

S-153

TYP

1.

2.

3.

4.

5.

CONTRACTOR SHALL REMOVE EXISTING PIPE SUPPORTS

AND GUY WIRES THAT INTERFERE WITH THE INSTALLATION

OF THE CATWALK EXTENSIONS AND WORK PLATFORMS.

PRIOR TO THEIR REMOVAL, CONTRACTOR SHALL PROVIDE

AND MAINTAIN ANY TEMPORARY BRACING, SHORING,

GUYING, AND OTHER METHODS OF SUPPORT TO MAKE UP

FOR SUPPORTS TO BE REMOVED. THESE PROVISIONS

SHALL REMAIN IN PLACE AT ALL STAGES OF

CONSTRUCTION UNTIL SUFFICIENT PERMANENT MEMBERS

ARE CONSTRUCTED TO INSURE THE SAFETY, STABILITY

AND INTEGRITY OF THE STRUCTURE. THE CONTRACTOR

SHALL REINSTALL SUPPORTS AFTER THE INSTALLATION OF

THE CATWALK EXTENSIONS AND WORK PLATFORMS HAVE

BEEN COMPLETED. CONTRACTOR SHALL HIRE A

QUALIFIED ENGINEER TO DESIGN SUPPORTS THAT ARE IN

CONFLICT WITH NEW CATWALKS AND WORK PLATFORMS.

THE SHORING AND TEMPORARY BRACING DESIGN IS THE

COMPLETE RESPONSIBILITY OF THE CONTRACTOR.

TEMPORARY BRACING AND SHORING SHALL BE ADEQUATE

TO CARRY THE TOTAL WEIGHT OF THE STRUCTURAL

SYSTEM AND ANY TEMPORARY CONSTRUCTION LOADS TO

BE IMPOSED ON THE STRUCTURAL SYSTEM.

THE CONTRACTOR SHALL RELOCATE ALL MECHANICAL

PIPING, DUCTS, EQUIPMENT, ELECTRICAL CONDUITS,

WIRING AND PLUMBING AS INDICATED WHICH INTERFERE

WITH THE PROPOSED CONSTRUCTION. SERVICE SHALL

BEMAINTAINED TO ALL EQUIPMENT THAT IS SERVED BY

MECHANICAL, ELECTRICAL OR PLUMBING CONDUIT BEING

RELOCATED.

EXISTING STRUCTURAL MEMBERS AND TAGS SHOWN AS

HALFTONE.

NEW 1 1/2" x 1/8" WELDED BAR GRATING (19W4).

NOTES

GRADE LEVEL FF

100' - 0"

5 6 7

ROOF BEAMS

134' - 4"

EXISTING

CATWALK FF

118' - 6"

CHILLER ROOM

NEW WORK

PLATFORM TOS

121' - 2 1/2"

2-RF

2-RF

L4X4X1/4 3"

BELOW TOP OF

STEEL TYP

H

SS

9X 9X

1/

H

SS

9X 9X

1/

H

SS

9X 9X

1/

W18X40

W24X55 W24X55

W24X55

W18X40

W18X40

9' - 6 5/8" 1' - 4 1/2" 6' - 10" 7' - 0" 3' - 11 1/4" 6' - 7 7/8" 2' - 11" 26' - 0"

W 6X

W 6X

W 6X

W 6X

W 6X

C6X10.5

W 6X

W8X18 W8X18 W8X18 W8X18 W8X18 W8X18

W8X18 W8X18 W8X18 W8X18 W8X18 W8X18 W8X18

CHILLER ROOM

SOUTH NEW

PLATFORM TOS

123' - 2 1/2"

S-120

C6X10.5 WT10.5X22

GRADE LEVEL FF

100' - 0"

CHILLER ROOM

SOUTH NEW

CATWALK TOS

119' - 6 1/2"

HJ

ROOF BEAMS

134' - 4"

EXISTING

CATWALK FF

118' - 6" L4X4X1/4 3"

BELOW TOP OF

STEEL TYP

3'

0" W

6X

W 6X

W 6X

W 6X

W 6X

W 6X

H

SS

9X 9X

1/

H

SS

9X 9X

1/

W24X55

C6X10.5

W

X4

W

X4

W T1

0.

5X

W T1

0.

5X

W 6X

W 6X

W 6X

W 6X

W8X18W8X18

W8X18W8X18W8X18W8X18W8X18W8X18

9' - 4 3/4" 1' - 8 3/8" 3' - 1 5/8" 7' - 9 3/8" 2' - 10 1/4" 17' - 9 3/4"

LADDER, SEE

SHEET S-156

FOR DETAILS

C6X10.5

S-153

TYP1

GRADE LEVEL FF

100' - 0"

CHILLER ROOM

SOUTH NEW

CATWALK TOS

119' - 6 1/2"

6 7

ROOF BEAMS

134' - 4"

EXISTING

CATWALK FF

118' - 6"

CHILLER ROOM

SOUTH NEW

PLATFORM TOS

123' - 2 1/2"

L4X4X1/4 3"

BELOW TOP OF

STEEL TYP

6' - 11 5/8" 8' - 6 5/8" 6' - 6 3/4" 3' - 11"

W 6X

W 6X

C6X10.5

W8X18

W8X18

W 6X

H

SS

9X 9X

1/

H

SS

9X 9X

1/

W18X35

W8X18 W8X18W8X18

C6X10.5

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

PhaseARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

COA: 9647

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DESIGN IN C

ALEX NOBLES, COR

BERNIE BORJA, ALTERNATE COR

2/ 6/

:3

6:

P M

08/26/2025

CHILLER ROOM SECTION VIEWS

S-120

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTAL UTILITY PLANT

CKPTT

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENT

593-22-350

1/4" = 1'-0"1

CHILLER ROOM NORTH NEW WORK

PLATFORM WEST SECTION VIEW

1/4" = 1'-0"2

CHILLER ROOM NORTH NEW WORK

PLATFORM EAST SECTION VIEW

1/4" = 1'-0"3

CHILLER ROOM SOUTH NEW CATWALK

SOUTH SECTION VIEW

1/4" = 1'-0"4

CHILLER ROOM SOUTH NEW WORK

PLATFORM EAST SECTION VIEW

REV 1: ADDENDUM #1 02/06/2026

02/06/2026

6/30/2026

GRADE LEVEL FF

100' - 0"

2 3 4 5

FAN WORK

PLATFORMS TOS

121' - 1 1/2"

ROOF BEAMS

134' - 4"

S-140

W18X35W18X35W18X35

W8X186'

8"

C6X10.5

C6X10.5

W 6X

W 6X

W 6X

W 6X

W 6X

W 6X

W8X18

L4X4X1/4 3"

BELOW TOP OF

STEEL TYP

NEW WORK

PLATFORM TOS

124' - 7 1/2"

NEW CATWALK

TOS

114' - 10 1/2"

W8X18 W8X18W8X18W8X18

13' - 1 1/2" 8' - 2 1/2"

1' - 3"

7' - 7" 8' - 0 1/4" 3' - 9 3/4"

0' - 6 1/4"

7' - 6 1/2" 5' - 8" 12' - 3 1/4"

W 6X

S-140

C6X10.5

C6X

.5

S-153

TYP

GRADE LEVEL FF

100' - 0"

C D

FAN WORK

PLATFORMS TOS

121' - 1 1/2"

ROOF BEAMS

134' - 4"

H

SS

9X 9X

1/

H

SS

9X 9X

1/

STRUCTURAL COLUMN SIZE TO

BE FIELD CONFIRMED.

TYPICAL FOR ALL HSS9X9X1/2

W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35

W24X55

L4X4X1/4 3"

BELOW TOP OF

STEEL TYP

C6X10.5

W 6X

W 6X

W8X18W8X18

6'

8"

10' - 10"9' - 6 3/4"5' - 7 1/4"

C6X10.5

1.

2.

3.

4.

5.

CONTRACTOR SHALL REMOVE EXISTING PIPE SUPPORTS

AND GUY WIRES THAT INTERFERE WITH THE INSTALLATION

OF THE CATWALK EXTENSIONS AND WORK PLATFORMS.

PRIOR TO THEIR REMOVAL, CONTRACTOR SHALL PROVIDE

AND MAINTAIN ANY TEMPORARY BRACING, SHORING,

GUYING, AND OTHER METHODS OF SUPPORT TO MAKE UP

FOR SUPPORTS TO BE REMOVED. THESE PROVISIONS

SHALL REMAIN IN PLACE AT ALL STAGES OF

CONSTRUCTION UNTIL SUFFICIENT PERMANENT MEMBERS

ARE CONSTRUCTED TO INSURE THE SAFETY, STABILITY

AND INTEGRITY OF THE STRUCTURE. THE CONTRACTOR

SHALL REINSTALL SUPPORTS AFTER THE INSTALLATION OF

THE CATWALK EXTENSIONS AND WORK PLATFORMS HAVE

BEEN COMPLETED. CONTRACTOR SHALL HIRE A

QUALIFIED ENGINEER TO DESIGN SUPPORTS THAT ARE IN

CONFLICT WITH NEW CATWALKS AND WORK PLATFORMS.

THE SHORING AND TEMPORARY BRACING DESIGN IS THE

COMPLETE RESPONSIBILITY OF THE CONTRACTOR.

TEMPORARY BRACING AND SHORING SHALL BE ADEQUATE

TO CARRY THE TOTAL WEIGHT OF THE STRUCTURAL

SYSTEM AND ANY TEMPORARY CONSTRUCTION LOADS TO

BE IMPOSED ON THE STRUCTURAL SYSTEM.

THE CONTRACTOR SHALL RELOCATE ALL MECHANICAL

PIPING, DUCTS, EQUIPMENT, ELECTRICAL CONDUITS,

WIRING AND PLUMBING AS INDICATED WHICH INTERFERE

WITH THE PROPOSED CONSTRUCTION. SERVICE SHALL

BEMAINTAINED TO ALL EQUIPMENT THAT IS SERVED BY

MECHANICAL, ELECTRICAL OR PLUMBING CONDUIT BEING

RELOCATED.

EXISTING STRUCTURAL MEMBERS AND TAGS SHOWN AS

HALFTONE.

NEW 1 1/2" x 1/8" WELDED BAR GRATING (19W4).

NOTES

GRADE LEVEL FF

100' - 0"

C D

FAN WORK

PLATFORMS TOS

121' - 1 1/2"

ROOF BEAMS

134' - 4"

NEW WORK

PLATFORM TOS

124' - 7 1/2"

8' - 7 1/4"5' - 4"

0' - 9 3/4"

3' - 4 1/2"

0' - 6 1/4"

7' - 4 1/4"

W 6X

W 6X

W 6X

W 6X

W 6X

C6X10.5

W8X18

W8X18

H

SS

9X 9X

1/

H

SS

9X 9X

1/

W8X18 W8X18

W18X35

W24X55

W18X35W18X35W18X35

STRUCTURAL COLUMN SIZE TO

BE FIELD CONFIRMED.

TYPICAL FOR ALL HSS9X9X1/2

LOCATION OF FAN TO

BE FIELD VERIFIED

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

PhaseARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

COA: 9647

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DESIGN IN C

ALEX NOBLES, COR

BERNIE BORJA, ALTERNATE COR

2/ 6/

:3

6:

P M

08/26/2025

BOILER ROOM SECTION VIEWS

S-140

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTAL UTILITY PLANT

CKPTT

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENT

593-22-350

1/4" = 1'-0"1 BOILER ROOM EAST SECTION VIEW

1/4" = 1'-0"2

BOILER ROOM NORTH NEW WORK

PLATFORM SECTION VIEW

1/4" = 1'-0"3

BOILER ROOM NORTH NEW WORK

PLATFORM SECTION VIEW

REV 1: ADDENDUM #1 02/06/2026

SE

E

FR

AM

IN

G

P

LA

N

BRACING

GUSSET PLATE

BEAM/COLUMN

SECTION A-A

(3" - 6" SPA)

(3) 3/4"Ø BOLTS

A

A

WP

L3X3X1/4 - 12"

LONG

3"

1"

3/8" GUSSET PLATE

(2) 3/4"DIA. BOLTS

ANGLE BRACE

SEE PLAN/SECTION

BEAM/COLUMN

STD. GAGE

1/4

1/4

1/4

1/4

WELDED

OPTION IN

LIEU OF

BOLTS

3"

BRACING

GUSSET PLATE

BEAM

SECTION A-A

A

A

3"

3"

4 1/8"

L4X4X1/4, 6" LONG

W/(2) 3/4"DIA. BOLTS

WP

3/8" GUSSET PLATE

L4X4X1/4, 6" LONG

W/(2) 3/4"DIA. BOLTS

(2) 3/4" DIA.

BOLTS

L BRACE

SEE PLAN

1" MIN

(HORIZONTAL BRACING AT BEAM)

A

A

3/8" GUSSET PLATE

L4X4X1/4, 6" LONG

W/(2) 3/4"DIA. BOLTS

L BRACE

SEE PLAN

4 1/8"

30° MIN

WP 3"

3"

L4X4X1/4, 6" LONG

W/(2) 3/4"DIA. BOLTS

(2) 3/4"DIA.

BOLTS

COLUMN

SEE PLAN

(HORIZONTAL BRACING AT COLUMN)

1/4

1/4 WELDED

OPTION IN

LIEU OF

BOLTS

SCALE: 1" = 1'-0"

TYP ANGLE BRACE AT BEAM/COLUMN END

SCALE: 1" = 1'-0"

TYPICAL HORIZONTAL BRACE CONNECTION DETAILS

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

PhaseARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

COA: 9647

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DESIGN IN C

ALEX NOBLES, COR

BERNIE BORJA, ALTERNATE COR

2/ 6/

:3

6:

P M

08/26/2025

STRUCTURAL DETAILS

S-153

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTAL UTILITY PLANT

CKPTT

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENT

593-22-350

REV 1: ADDENDUM #1 02/06/2026

UP

A B C D E F G H J

HE

1(E)

T 2(E)

T 1(E)

EXISTING SURGE TANK TO BE

BYPASSED AT TOP OF STRUCTURE

(EXISTING VALVING) DURING TANK

REPLACEMENT PROCESS

EXISTING JCI DDC PANEL

"DDC-B2-FTHL" TO REMAIN

EXISTING WATER

SOFTENER ISOLATION

VALVE TO REMAIN

EXISTING WATER SOFTENER

ISOLATION VALVE TO REMAIN

EXISTING

CONDENSATE

PUMP CONTROLLER

EXISTING BOILER SYSTEM

CONTROL PANEL CABINET

TO REMAIN

WS

1(E)

WFS

1(E)DWP

3(E)

DWP

2(E)

MD-102

B 1(E)

B 2(E)

B 3(E)

CWP

1(E)

CWP

2(E)

CWP

3(E)

CWP

4(E)

CWP

5(E)

24"ø CWS

"ø

C W

R

"ø

C W

S

24"ø CWS

18"ø EQ

"ø

C W

S

CT

3(E)

CT

1(E)

CT

5(E)

CT

2(E)

CT

4(E)

7 7 7 7

MD-102

TEMPORARILY RELOCATE EXISTING

CONDENSATE PUMP CONTROLLER

TO THIS APPROXIMATE LOCATION

FOR SURGE TANK REMOVAL AND

REPLACEMENT

REMOVE EXISTING 2" DOUBLE-

CHECK BACKFLOW

PREVENTER AND DSW PIPING

SERVING HEAT RECOVERY

SYSTEM

CHP

1(E)

CHP

3(E)

CHP

4(E)

CHP

5(E)

CHP

2(E) 3

9 9 9 9 9

4"ø CD

4" ø

C D

4"ø CW-S

6"ø CD

4"ø CD

6"ø STM-V

B 3(E)

DEMOLISH EXISTING 8"

STEAM NON-RETURN FOR

REPLACEMENT WITH NEW

8" STEAM ANGLED NON-

RETURN VALVE

EXISTING 8" STEAM

PIPING AND SOV

(TO REMAIN)

CWP

1(E)

REMOVE EXISTING

CONDENSER WATER

PUMP, AND 12"∅

CHECK VALVE FOR

REPLACEMENT

"ø

C W

S

10"ø

24"ø CWS

12"ø

24"ø CWS

CWP

2(E)

CWP

3(E)

CWP

4(E)

CWP

5(E)

REMOVE EXISTING SOV AND

CONDENSER WATER PIPING

FOR REPLACEMENT. PROVIDE

LINE STOPS FOR SOV AND

PIPING REPLACEMENT

AOM TN AN

E E

N

No. 19926PE

SC

L I E N DE

SS

R O

F E

P

LI O AN

NG

E

I

R

RAYMOND

E. DAWES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

08/26/25

/6

/2

8:

:5

A M

08/26/2025

BUILDING 2 LEVEL 1 MECHANICAL

DEMOLITION PLAN

MD-102

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

PMRD

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENTS

19.2487.A01

• COORDINATE WORK WITH PHASING PLAN ON SHEET

G-101.

• COORDINATE ALL WORK SHOWN WITH ALL RELEVANT

DISCIPLINES AND TRADES.

• EQUIPMENT, AND PIPING SHOWN IN GRAY ARE EXISTING

AND TO REMAIN.

• PROTECT EXISTING PIPING/EQUIPMENT FOR

RECONNECTION TO NEW PIPING.

• TAGS AND LABELS SHOWN ARE SPECIFIC TO THESE

PLANS. CONTRACTOR TO COORDINATE FINAL TAGS AND

LABELING REQUIREMENTS WITH THE VA.

• CONTRACTOR TO PROVIDE LINE STOPS IN ANY PIPING

WHEN REPLACING SHUTOFF VALVES. IF SHUTOFF VALVE

DOES NOT CLOSE AND SEAL OFF PROPERLY, ALERT THE

COR FOR DIRECTION. COORDINATE ALL SHUTDOWN

REQUIREMENTS WITH THE COR.

GENERAL MECHANICAL NOTES

1/8" = 1'-0"1 BUILDING 2 LEVEL 1 MECHANICAL DEMOLITION PLAN

1/4" = 1'-0"2

BOILER NON-RETURN VALVE

DEMOLITION SECTION

1/4" = 1'-0"3

CONDENSER WATER PUMP

DEMOLITION SECTION

KEYED MECHANICAL DEMOLITION NOTES

REMOVE EXISTING NON-FUNCTIONAL HEAT RECOVERY

HEAT EXCHANGER HE-1(E). EXISTING BLOWDOWN

PIPING, SOFT WATER PIPING, CONDENSATE PIPING, AND

STEAM RECOVERY PIPING TO REAMING FOR

RECONNECTION TO NEW HEAT EXCHANGER. REFER TO

DETAIL 3 ON SHEET M-002 FOR PIPING DETAIL.

REMOVE EXISTING BLOWDOWN TANK FOR RELOCATION

ON PLATFORM ABOVE T-1(E) TO MAKE ROOM FOR NEW

CATWALK LADDER. EXISTING CONDENSATE, VENT AND

MAKEUP WATER PIPING TO BE EXTENDED TO

RELOCATED BLOWDOWN TANK.

REMOVE EXISTING CHILLED WATER PUMPS CHP-1(E),

2(E), 3(E), 4(E), 5(E) FOR REPLACEMENT. REMOVE AND

REPLACE ONE PUMP AT A TIME KEEPING THE

REMAINING PUMPS IN SERVICE.

REMOVE EXISTING CONDENSATE RETURN/SURGE TANK

T-1(E) FOR REPLACEMENT. TANK CAN BE TEMPORARILY

BYPASSED IN ORDER TO REMOVE THE EXISTING TANK

AND INSTALL THE NEW TANK. EXISTING PIPING TO

REMAIN FOR RECONNECTION TO NEW TANK. EXISTING

CONTROL PANEL IN FRONT OF CONDENSATE RETURN

TANK TO BE TEMPORARILY RELOCATED TO ALLOW FOR

REMOVAL AND REPLACEMENT OF TANK. TWO WATER

MAKEUP CONTROL COMPONENTS (PRIMARY AND

BACKUP) ARE CONTROLLED FROM THIS LOCATION. THIS

SECTION OF CONTROLLER TO ONLY BE TEMPORARILY

SHUTDOWN TO RELOCATE PANEL AND THEN REUSED

WHILE TANK REPLACEMENT IS IN PROCESS.

REMOVE EXISTING 8"∅ NON-RETURN VALVE ON TOP OF

BOILER #3(E) EXISTING 8"∅ STEAM PIPING TO REMAIN

FOR RECONNECTION TO NEW STEAM ANGLE NON-

RETURN VALVE. REFER TO SECTION DETAIL 2 ON THIS

SHEET.

EXISTING BOILER SYSTEM CONTROL PANEL CABINET.

FUEL OIL TANK HIGH AND LOW ALARMS TO BE

INTEGRATED TO CONTROL PANEL FOR MONITORING.

REFER TO ELECTRICAL CONTROLS DRAWINGS.

REMOVE EXISTING COOLING TOWER CONDENSER

WATER PUMPS CWP-1(E), 2(E), 3(E), 4(E), 5(E) FOR

REPLACEMENT. REMOVE AND REPLACE ONE PUMP AT A

TIME KEEPING THE REMAINING PUMPS IN SERVICE.

REFER TO SECTION DETAIL 3 ON THIS SHEET.

REMOVE EXISTING COOLING TOWER CT-1(E), 2(E), 3(E),

4(E) GALVANIZED UPPER SECTIONS FOR

REPLACEMENT. REMOVE AND REPLACE ONE TOWER

UPPER SECTION AT A TIME KEEPING THE REMAINING

COOLING TOWERS IN SERVICE. REFER TO DETAIL 4 ON

SHEET M-002.

REMOVE EXISTING 14" VERTICAL SHUTOFF VALVE ON

OUTLET OF COOLING TOWER BASIN FOR

REPLACEMENT WITH NEW FLOW CONTROL

VALVE.

DECOMMISSION EXISTING FILTERED WATER BOOSTER

PUMP SYSTEM DWP-3(E) AND ALL FILTERED WATER

PIPING IN THIS AREA TO PROVIDE ACCESS FOR

REMOVAL OF EXISTING FILTRATION SYSTEM AND

INSTALLATION OF WATER SOFTENER/POLISHER

SYSTEM. TEMPORARILY REMOVE EXISTING DOUBLE

CHECK BACKFLOW PREVENTER (ONLY SERVES

MAKEUP TO THE BOILER BLOWDOWN HEAT RECOVERY

SYSTEM) FOR WATER FILTER REMOVAL AND NEW

WATER SOFTENER INSTALLATION.

REMOVE EXISTING WATER FILTER SYSTEM SKID IN ITS

ENTIRETY. REFER TO DETAIL 2 ON SHEET M-002 FOR

NEW WATER SOFTENER PIPING DETAIL AND

CONNECTION TO EXISTING WATER PIPING.

REMOVE ALL WATER SOFTENER WS-1(E) COPPER

PIPING (4" AND 2") FROM EXISTING WATER SOFTENER

INCOMING SOV TO THE EXISTING WATER SOFTENER

OUTGOING SOV, INCLUDING TANK INTERCONNECTION

PIPING, CONTROLLER INTERCONNECTION PIPING,

DRAINS, AND BYPASS LINE FOR REPLACEMENT WITH

NEW STAINLESS STEEL PIPING. REFER TO DETAIL 1 ON

SHEET M-002 FOR PIPING REPLACEMENT DETAIL.

LOCATION OF EXISTING STEAM MAKEUP WATER

CONTROL VALVES. KEEP IN OPERATION WHEN SURGE

TANK IS BEING BYPASSED FOR REPLACEMENT.

PHASE A (SHEET G-101)

PHASE E (SHEET G-101)

PHASE F (SHEET G-101)

PHASE G (SHEET G-101)

PHASE H (SHEET G-101)

PHASE I (SHEET G-101)

GENERAL NOTE

PHASE B (SHEET G-101)

33 75

1 - BIDDING REVISION 02-06-2026

1 1

F G H J

K

EXISTING 1-1/4" CHS/CHR

AND 1" HWS/HWR OFFSET

DOWN BELOW EXISTING

CATWALK LEVEL

24"ø CWS

"ø

C W

R

"ø

C W

S

RF

2(E)

RF

3(E)

FCU

2(E)

EF

2(E)

"ø

C H

S

"ø

C H

S

AOM TN AN

E E

N

No. 19926PE

SC

L I E N DE

SS

R O

F E

P

LI O AN

NG

E

I

R

RAYMOND

E. DAWES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

08/26/25

/6

/2

8:

:5

A M

08/26/2025

BUILDING 2 CHILLER ROOM MEZZANINE

LEVEL MECHANICAL DEMOLITION PLAN

MD-103

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

PMRD

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENTS

19.2487.A01

1/4" = 1'-0"1 BUILDING 2 MEZZANINE MECHANICAL DEMOLITION PLAN

REMOVE EXISTING 1-1/4" CHS/CHR AND 1" HWS/HWR

DOWN BELOW EXISTING CATWALK LEVEL TO MAKE

ROOM FOR NEW CATWALK.

KEYED MECHANICAL NOTES

• COORDINATE WORK WITH PHASING PLAN ON SHEET

G-101.

• COORDINATE ALL WORK SHOWN WITH ALL RELEVANT

DISCIPLINES AND TRADES.

• EQUIPMENT, AND PIPING SHOWN IN GRAY ARE EXISTING

AND TO REMAIN.

• PROTECT EXISTING PIPING/EQUIPMENT FOR

RECONNECTION TO NEW PIPING.

• TAGS AND LABELS SHOWN ARE SPECIFIC TO THESE

PLANS. CONTRACTOR TO COORDINATE FINAL TAGS AND

LABELING REQUIREMENTS WITH THE VA.

• CONTRACTOR TO PROVIDE LINE STOPS IN ANY PIPING

WHEN REPLACING SHUTOFF VALVES. IF SHUTOFF VALVE

DOES NOT CLOSE AND SEAL OFF PROPERLY, ALERT THE

COR FOR DIRECTION. COORDINATE ALL SHUTDOWN

REQUIREMENTS WITH THE COR.

GENERAL MECHANICAL NOTES

PHASE B (SHEET G-101)

34 75

1 - BIDDING REVISION 02-06-2026

EMERGENCY DOMESTIC

COLD WATER BACKUP

PUMPS SKID

EXISTING 4" BACKUP DCW

TO BUILDINGS #1 AND #5

EXISTING JCI "DHWS

CONTROL PANEL"

4" SOV BU-2

2" SOV BU-2A TO SUMP

BP

.4" DCW (E)

S

S

4" DCW (E)

REPLACE EXISTING BUILDING #1 AND #5 BACKUP

DOMESTIC COLD WATER PUMP SKID WITH NEW BP-1. BP-1

TO BE INTEGRATED TO EXISTING BAS SYSTEM VIA

EXISTING JCI PANEL "DHWS CONTROL PANEL". BP-1 TO BE

ABLE TO BE REMOTELY CONTROLLED FROM THE

CENTRAL UTILITY PLANT (BUILDING #2) CONTROL ROOM.

REPLACE EXISTING 4" CROSS CONNECT VALVE (BU-2)

AND 2" DRAIN VALVE (BU-2A) WITH 120V DDC CONTROL

VALVES TO ALLOW REMOTE SWITCHOVER TO SUPPLY

BUILDING #1 AND BUILDING #5 FROM THE CENTRAL

UTILITY PLANT CONTROL ROOM. BP-1 AND CONTROL

VALVES ARE NOT TO BE AUTOMATIC FOR SWITCH OVER

AND PUMP ENABLE, BUT CONTROLLED REMOTELY FROM

THE CENTRAL UTILITY PLANT CONTROL ROOM. REFER TO

ELECTRICAL CONTROL DRAWINGS.

KEYED MECHANICAL NOTES

PHASE D (SHEET G-101)

· COORDINATE WORK WITH PHASING PLAN ON SHEET

G-101.

· COORDINATE ALL WORK SHOWN WITH ALL RELEVANT

DISCIPLINES AND TRADES.

· EQUIPMENT, AND PIPING SHOWN IN GRAY ARE

EXISTING AND TO REMAIN.

· PROTECT EXISTING PIPING/EQUIPMENT FOR

RECONNECTION TO NEW PIPING.

· TAGS AND LABELS SHOWN ARE SPECIFIC TO THESE

PLANS. CONTRACTOR TO COORDINATE FINAL TAGS

AND LABELING REQUIREMENTS WITH THE VA.

· INSTALL ALL PIPING/COMPONENTS SO THAT THERE IS

ENOUGH SPACE TO INSULATE PIPING AND

COMPONENTS.

· CONTRACTOR TO PROVIDE LINE STOPS IN ANY

PIPING WHEN REPLACING SHUTOFF VALVES. IF

SHUTOFF VALVE DOES NOT CLOSE AND SEAL OFF

PROPERLY, ALERT THE COR FOR DIRECTION.

COORDINATE ALL SHUTDOWN REQUIREMENTS WITH

THE COR.

GENERAL MECHANICAL NOTES

BUILDING #5 BASEMENT

MECHANICAL REMODEL PLAN

POC: JOEL SIMONYAK

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions: of

Office of Construction and Facilities Management

PhaseARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

/2

6/

:4 1:

A

M

08/26/2025

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

PMRD

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENTS

593-22-350

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 FFD PROJECT NO:

23.2730.M01 75

E E

N

No. 19926PE

AOM TN AN

SCL I EN DE

SS

R O

FE

P

LI O AN NG

E

I R

RAYMOND

E. DAWES

08/26/25

02-06-20261 - BIDDING REVISION

M-100

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLANBUILDING #5 BASEMENT MECHANICAL REMODEL PLAN

SCALE: 1/4" = 1'1

BUILDING 5

IWP

EXISTING 6" SOV (x2)

6"

IW

(E

6"

IW

(E

EXISTING 6" INDUSTRIAL

WATER PUMP BYPASS

INTEGRATE EXISTING FUEL OIL TANK MONITORING

STATION (VEEDER ROOT TLS-350) TO EXISTING BAS VIA

JCI PANEL "DDC-B4-FUEL OIL". READINGS FROM EXISTING

FLOATS TO BE INTEGRATED TO EXISTING BOILER PLANT

CONTROL PANEL. REAL TIME TANK LEVELS AND FUEL OIL

CONSUMPTION DATA (PER DAY, WEEK, MONTH, ETC.) TO

BE VISIBLE VIA EXISTING BAS NETWORK. REFER TO

ELECTRICAL CONTROL DRAWINGS.

EXISTING JCI BAS PANEL "DDC-B4-FUEL OIL" TO BE USED

FOR INTEGRATION OF FUEL OIL LEVEL MONITORING AND

BOILER FUEL OIL TRANSFER PUMPS TO BOILER PLANT

CONTROL PANEL AND EXISTING BAS NETWORK. REFER

TO ELECTRICAL CONTROL DRAWINGS

EXISTING BOILER FUEL OIL TRANSFER PUMPS CONTROL

PANEL. INTEGRATE CONTROL PANEL INTO EXISTING BAS

VIA EXISTING JCI PANEL "DDC-B4-FUEL OIL" FOR REMOTE

PUMP OPERATION FROM BOILER PLANT CONTROL ROOM.

LOCAL USER INTERFACE TO BE UPGRADED FOR MORE

USER FRIENDLY OPERATION. REFER TO ELECTRICAL

CONTROL DRAWINGS.

EXISTING 10"Ø DCW (SHOWN IN DARK FOR CLARITY).

EXISTING 6"Ø DCW (SHOWN IN DARK FOR CLARITY).

NEW 6"Ø DCW FOR BACKUP CONDENSER WATER MAKEUP

FROM EXISTING 10"Ø DCW.

NEW 6"Ø DCW UP THROUGH CHILLER ROOM FLOOR.

CORE DRILL, SLEEVE, AND SEAL PENETRATION.

CONTRACTOR TO CONDUCT GPR PRIOR TO PENETRATING

THE DECK.

REPLACE EXISTING INDUSTRIAL WATER PUMP SKID WITH

NEW IWP-1. IWP-1 CONTROL PANEL TO BE INTEGRATED

TO EXISTING JCI BAS SYSTEM. COORDINATE AND

SCHEDULE SHUTDOWN WITH VA STAFF FOR PUMP SKID

REPLACEMENT. CONNECT TO EXISTING 6" SCH 105 SS

INDUSTRIAL WATER PIPING.

KEYED MECHANICAL NOTES

PHASE F (SHEET G-101)

PHASE I (SHEET G-101)

EXISTING FUEL OIL LEVEL

MONITORING PANEL

EXISTING JCI DDC PANEL

"DDC-B4-FUEL OIL"

EXISTING BOILER FUEL

OIL TRANSFER PUMPS

CONTROL PANEL

· COORDINATE WORK WITH PHASING PLAN ON SHEET

G-101.

· COORDINATE ALL WORK SHOWN WITH ALL RELEVANT

DISCIPLINES AND TRADES.

· EQUIPMENT, AND PIPING SHOWN IN GRAY ARE

EXISTING AND TO REMAIN.

· PROTECT EXISTING PIPING/EQUIPMENT FOR

RECONNECTION TO NEW PIPING.

· TAGS AND LABELS SHOWN ARE SPECIFIC TO THESE

PLANS. CONTRACTOR TO COORDINATE FINAL TAGS

AND LABELING REQUIREMENTS WITH THE VA.

· INSTALL ALL PIPING/COMPONENTS SO THAT THERE IS

ENOUGH SPACE TO INSULATE PIPING AND

COMPONENTS.

· CONTRACTOR TO PROVIDE LINE STOPS IN ANY

PIPING WHEN REPLACING SHUTOFF VALVES. IF

SHUTOFF VALVE DOES NOT CLOSE AND SEAL OFF

PROPERLY, ALERT THE COR FOR DIRECTION.

COORDINATE ALL SHUTDOWN REQUIREMENTS WITH

THE COR.

GENERAL MECHANICAL NOTES

BUILDING #2 BASEMENT & BUILDING #4

LEVEL 1 MECHANICAL REMODEL PLANS

POC: JOEL SIMONYAK

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions: of

Office of Construction and Facilities Management

PhaseARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

/2

6/

:4 1:

A

M

08/26/2025

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

PMRD

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENTS

593-22-350

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 FFD PROJECT NO:

23.2730.M01 75

E E

N

No. 19926PE

AOM TN AN

SCL I EN DE

SS

R O

FE

P

LI O AN NG

E

I R

RAYMOND

E. DAWES

08/26/25

02-06-20261 - BIDDING REVISION

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

M-101

2, 4

BUILDING #2 BASEMENT MECHANICAL REMODEL PLAN

SCALE: 1/4" = 1'1 BUILDING #4 LEVEL 1 MECHANICAL REMODEL PLAN

SCALE: 1/4" = 1'2

A B C D E F G H J

K

T 2(E)

EXISTING JCI DDC PANEL

"DDC-B2-FTHL" (TO REMAIN)

EXISTING WATER

SOFTENER

ISOLATION VALVE

(TO REMAIN)

EXISTING WATER SOFTENER

ISOLATION VALVE (TO REMAIN)

EXISTING CONDENSATE

PUMP CONTROLLER

EXISTING BOILER SYSTEM

CONTROL PANEL CABINET

(TO REMAIN)

WS

1(E)

DWP

2(E)

B 1(E)

B 2(E)

B 3(E)

24"ø CWS

"ø

C W

R

"ø

C W

S

24"ø CWS

18"ø EQ

"ø

C W

S

CT

5(E)

M-102

M-102

CT

CT

CT

CT

WS

T

CWP

CWP

CWP

CWP

CWP

HE

8 8 8 8

6"ø DCW

6"ø DCW

11 11 11 11

REINSTALL EXISTING 2"

DOUBLE-CHECK

BACKFLOW PREVENTER

AND DSW PIPING SERVING

HEAT RECOVERY SYSTEM

LV

LV

"ø

C H

S

"ø

C H

S

CHP

CHP

CHP

CHP

4 CHP

12 12 12 12 12

4"ø CD

4" ø

C D

4"ø CW-S

6"ø CW-S

EXISTING SURGE TANK TO BE

BYPASSED AT TOP OF STRUCTURE

(EXISTING VALVING) DURING TANK

REPLACEMENT PROCESS

6"ø CD

4"ø CW-S

6"ø STM-V

SOV (TYP)

B 3(E)

NEW POWELL API 600 8"

ANGLE STEAM NON-

RETURN VALVE, OR EQUAL.

CONNECT TO EXISTING 8"

STEAM PIPING

EXISTING 8" STEAM

PIPING AND SOV

(TO REMAIN)

INSTALL NEW SOVS, PIPING,

CONDENSER WATER PUMP,

FLEXIBLE INLET/OUTLET

CONNECTIONS AND NEW 12"∅

TRIPLE DUTY VALVE.

"ø

C W

S

24"ø CWS

24"ø CWS

CWP

NEW SOV

12"ø CWS

CWP

CWP

CWP

CWP

12"ø CWS

NEW SOV

VICTAULIC 732, OR

EQUAL, STRAINER

AOM TN AN

E E

N

No. 19926PE

SC

L I E N DE

SS

R O

F E

P

LI O AN

NG

E

I

R

RAYMOND

E. DAWES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 of

Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

08/26/25

/2

/2

0:

:4

A

M

08/26/2025

BUILDING 2 LEVEL 1 NEW MECHANICAL

PLAN

M-102

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

PMRD

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENTS

19.2487.A01

1/8" = 1'-0"1 BUILDING 2 LEVEL 1 NEW MECHANICAL PLAN

1/4" = 1'-0"2

BOILER 3 NEW

NON-RETURN VALVE SECTION

INSTALL NEW HEAT RECOVERY HEAT EXCHANGER HE-1. CONNECT TO EXISTING BLOWDOWN PIPING, SOFT WATER PIPING, CONDENATE PIPING, AND STEAM RECOVERY PIPING. REFER TO DETAIL 3 ON

SHEET M-002 FOR PIPING DETAIL.

RELOCATE EXISTING BLOWDOWN TANK ON PLATFORM ABOVE T-1 TO MAKE ROOM FOR NEW CATWALK LADDER. RE-ROUTE AND RECONNECT EXISTING CONDENSATE, VENT AND MAKEUP WATER PIPING TO

RELOCATED BLOWDOWN TANK.

INSTALL NEW LV-1 AND LV-2 IN REMOVED WINDOW LOCATIONS. REFER TO ARCH FOR LOCATION.

REFER TO ELECTRICAL FOR CONTROLS.

INSTALL NEW CHILLED WATER PUMPS CHP-1, 2, 3, 4, 5 IN EXSITING LOCATIONS. CONNECT TO EXISTING CHILLED WATER PIPING INSTALL ONE PUMP AT A TIME KEEPING THE REMAINING PUMPS IN SERVICE.

INSTALL NEW POWELL API 600 8"∅ ANGLE STEAM NON-RETURN VALVE, OR EQUAL. CONNECT TO

EXISTING STEAM PIPING. REFER TO SECTION DETAIL 2 ON THIS SHEET.

INSTALL NEW STAINLESS STEEL CONDENSATE RETURN/SURGE TANK T-1 IN EXISTING SURGE TANK LOCATION. CONNECT TO EXISTING PIPING TO/FROM EXISTING TANK. EXISTING CONDENSATE PUMP

CONTROL PANEL TO BE MOVED BACK TO ORIGINAL LOCATION AFTER NEW T-1 IS ISNTALLED.

EXISTING BOILER SYSTEM CONTROL PANEL CABINET. FUEL OIL TANK HIGH AND LOW ALARMS TO BE INTEGRATED TO CONTROL PANEL FOR MONITORING. REFER TO ELECTRICAL CONTROLS DRAWINGS.

INSTALL NEW COOLING TOWER CONDENSER WATER PUMPS CWP-1, 2, 3, 4, 5 IN EXSITING LOCATIONS.

CONNECT TO EXISTING CONDENSER WATER PIPING INSTALL ONE PUMP AT A TIME KEEPING THE

REMAINING PUMPS IN SERVICE. REFER TO SECTION DETAIL 3 ON THIS SHEET.

INSTALL NEW COOLING TOWER CT-1, 2, 3, 4 STAINLESS STEEL UPPER SECTIONS. INSTALL ONE TOWER UPPER SECTION AT A TIME KEEPING THE REMAINING COOLING TOWERS IN SERVICE. CONNECT TO EXISTING 14"∅ CONDENSER WATER RETURN PIPING TO EACH TOWER UPPER SECTION. REFER TO

DETAIL 5 ON SHEET M-002.

NOT USED.

TAP TOP OF EXISTING 24" CONDENSER WATER SUPPLY PIPING TO ADD NEW 3/4" AUTOMATIC AIR VENT

WITH SHUTOFF VALVE.

REPLACE EXISTING MANUAL SHUTOFF VALVE IN VERTICAL PIPING FROM COOLING TOWER BASIN OUTLET WITH NEW 8" CA-VAL 40-01 FLOW CONTROL VALVE, OR EQUAL. SET INITIAL FLOW RATE TO

2400GPM.

NEW 6"∅ DCW UP THROUGH CHILLER ROOM FLOOR FROM DOMESTIC PUMPS ROOM TO BELOW

MEZZANINE CATWALKS. CORE DRILL, SLEEVE, AND SEAL PENETRATION. CONTRACTOR TO CONDUCT

GPR PRIOR TO PENETRATING THE DECK.

NEW 6"∅ DCW FOR BACKUP COOLING TOWER WATER MAKEUP FROM ABOVE TO EXISTING COOLING

TOWER CONDENSER WATER WITH SOV AND CHECK VALVE.

INSTALL NEW WS-2 IN REMOVED FILTER SYSTEM LOCATION. REFER TO DETAIL 2 ON SHEET M-002 FOR NEW WATER SOFTENER PIPING DETAIL AND CONNECTION TO EXISTING WATER PIPING. NEW WATER

SOFTENER SYSTEM TO FUNCTION AS WATER POLISHER IN CONJUNCTION WITH EXISTING WATER

SOFTENER SYSTEM AS WELL AS A BACKUP/REDUNDANT WATER SOFTENER SYSTEM. PROVIDE WITH STAINLESS STEEL MANIFOLD. NEW WATER SOFTENER TO INTEGRATE TO EXISTING BAS VIA EXISTING

JCI PANEL "DDC-B2-LTHW" LOCATED ON BOILER ROOM WALL WITH INSTANTANEOUS FLOW AND

TOTALIZATION FLOW MEASUREMENT. REINSTALL EXISTING DOUBLE CHECK BACKFLOW PREVENTER IN

PIPING TO SERVE NEW HEAT RECOVERY SYSTEM AFTER NEW WS-2 IS INSTALLED.

INSTALL NEW STAINLESS STEEL PIPING (4" AND 2") IN EXISTING WS-1(E) FROM EXISTING WATER SOFTENER INCOMING SOV TO THE EXISTING WATER SOFTENER OUTGOING SOV, INCLUDING TANK INTERCONNECTION PIPING, CONTROLLER INTERCONNECTION PIPING, DRAINS, AND BYPASS LINE.

REFER TO DETAIL 1 ON SHEET M-002 FOR PIPING REPLACEMENT DETAIL.

LOCATION OF EXISTING STEAM MAKEUP WATER CONTROL VALVES. KEEP IN OPERATION WHEN SURGE

TANK IS BEING BYPASSED FOR REPLACEMENT.

KEYED MECHANICAL NOTES

1/4" = 1'-0"3

NEW CONDENSER WATER

PUMP SECTION DETAIL

• COORDINATE WORK WITH PHASING PLAN ON

SHEET G-101.

• COORDINATE ALL WORK SHOWN WITH ALL

RELEVANT DISCIPLINES AND TRADES.

• EQUIPMENT, AND PIPING SHOWN IN GRAY ARE

EXISTING AND TO REMAIN.

• PROTECT EXISTING PIPING/EQUIPMENT FOR

RECONNECTION TO NEW PIPING.

• TAGS AND LABELS SHOWN ARE SPECIFIC TO

THESE PLANS. CONTRACTOR TO COORDINATE

FINAL TAGS AND LABELING REQUIREMENTS

WITH THE VA.

• INSTALL ALL PIPING/COMPONENTS SO THAT

THERE IS ENOUGH SPACE TO INSULATE PIPING

AND COMPONENTS.

• CONTRACTOR TO PROVIDE LINE STOPS IN ANY

PIPING WHEN REPLACING SHUTOFF VALVES. IF

SHUTOFF VALVE DOES NOT CLOSE AND SEAL

OFF PROPERLY, ALERT THE COR FOR

DIRECTION. COORDINATE ALL SHUTDOWN

REQUIREMENTS WITH THE COR.

GENERAL MECHANICAL NOTES

PHASE A (SHEET G-101)

PHASE C (SHEET G-101)

PHASE E (SHEET G-101)

PHASE F (SHEET G-101)

PHASE G (SHEET G-101)

PHASE H (SHEET G-101)

PHASE I (SHEET G-101)

PHASE J (SHEET G-101)

GENERAL NOTE

PHASE B (SHEET G-101)

37 75

1 - BIDDING REVISION 02-20-2026

1 1 1

02-06-2026

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Project Number

Building Number

Drawing Number

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DrawnCheckedDate

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Project TitleDrawing Title

COR / Project Engineer

CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

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Office of Construction and Facilities Management

Phase

ARCHITECT/ENGINEER OF RECORD:

U.S. Department of Veterans Affairs

STAMP:

STRUCTURAL AND ELECTRICAL ENGINEERS

CITRINE LLC

710 KIPLING STREET, SUITE 406

LAKEWOOD, COLORADO 80215

PH: 720-556-0887

POC: DAVID KEATING

FIRE PROTECTION ENGINEER

OLSSON, INC.

601 P STREET, SUITE 200

LINCOLN, NEBRASKA 68508

PH: 402-474-6311

POC: TODD HENRY

POC PH: 913-318-4766

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

POC: NAME

FFD PROJECT NO:

23.2730.M01

DES IGN INC

BUILDING 5

BUILDING 2

BUILDING 3

BUILDING 4

KEY PLAN

08/26/25

/6

/2

8:

:1

A M

08/26/2025

BUILDING 2 CHILLER ROOM MEZZANINE

LEVEL NEW MECHANICAL PLAN

M-103

VA SOUTHERN NEVADA

HEALTHCARE SYSTEM IMPROVE

CENTRAL UTILITY PLANT

PMRD

6900 NORTH PECOS ROAD

LAS VEGAS, NEVADA 89086

100% CONSTRUCTION

DOCUMENTS

19.2487.A01

1/4" = 1'-0"1 BUILDING 2 MEZZANINE NEW MECHANICAL PLAN

EXTEND NEW 1-1/4" CHS/CHR AND 1" HWS/HWR PIPING

FROM EXISTING ABOVE NEW CATWALK. SUPPORT AND

SEISMICALLY BRACE.

OFFSET NEW 1-1/4" CHS/CHR AND 1" HWS/HWR PIPING

DOWN BELOW CATWALK LEVEL AND RECONNECT TO

EXISTING PIPING.

NEW 6"∅ DCW FOR BACKUP COOLING TOWER WATER

MAKEUP BELOW CATWALKS FROM BASEMENT. TO BE

SUPPORTED AND SEISMICALLY BRACED BY EXISTING

AND NEW CATWALK STRUCTURES AND EXISTING ROOF

STRUCTURE.

NEW 6"∅ DCW FOR BACKUP COOLING TOWER WATER

MAKEUP DOWN TO EXISTING COOLING TOWER

CONDENSER WATER SUPPLY PIPING.

KEYED MECHANICAL NOTES

• COORDINATE WORK WITH PHASING PLAN ON SHEET

G-101.

• COORDINATE ALL WORK SHOWN WITH ALL RELEVANT

DISCIPLINES AND TRADES.

• EQUIPMENT, AND PIPING SHOWN IN GRAY ARE EXISTING

AND TO REMAIN.

• PROTECT EXISTING PIPING/EQUIPMENT FOR

RECONNECTION TO NEW PIPING.

• TAGS AND LABELS SHOWN ARE SPECIFIC TO THESE

PLANS. CONTRACTOR TO COORDINATE FINAL TAGS AND

LABELING REQUIREMENTS WITH THE VA.

• INSTALL ALL PIPING/COMPONENTS SO THAT THERE IS

ENOUGH SPACE TO INSULATE PIPING AND

COMPONENTS.

• CONTRACTOR TO PROVIDE LINE STOPS IN ANY PIPING

WHEN REPLACING SHUTOFF VALVES. IF SHUTOFF VALVE

DOES NOT CLOSE AND SEAL OFF PROPERLY, ALERT THE

COR FOR DIRECTION. COORDINATE ALL SHUTDOWN

REQUIREMENTS WITH THE COR.

GENERAL MECHANICAL NOTES

PHASE B (SHEET G-101)

PHASE I (SHEET G-101)

38 75

1 - BIDDING REVISION 02-06-2026

12-01-2025

01 32 16.15 - 1

SECTION 01 32 16.15

PROJECT SCHEDULES

(SMALL PROJECTS – DESIGN/BID/BUILD)

1.1 DESCRIPTION

A. The Contractor will develop a fully Resource loaded (cost) Network

Analysis System (NAS) plan/diagram and computer generated schedule demonstrating fulfillment of the entire contract requirements, will keep the plan and computer generated schedule up-to-date in accordance with the specification requirements of this section and will utilize the plan for scheduling, coordinating, mitigating and monitoring work under this contract (including all activities of subcontractors, equipment vendors and suppliers) and verification of every Periodic

Progress Schedule Updates and Progress Payment Submission of the work under this contract.

1.2 PROJECT SCHEDULER

A. The scheduler must have previous scheduling experience on at least three (3) projects of similar size and scope.

B. The scheduler must be prepared to discuss, in detail, the proposed sequence of work and methods of operation, and how that information will be communicated through the progress schedule at the preconstruction meeting.

C. The scheduler is required to attend a monthly schedule meeting and make site visits to prepare, develop, and maintain the progress schedules.

1.3 SUBMITTALS

A. Initial Schedule:

1. Submit an initial schedule within 7 calendar days after Notice to

Proceed (NTP).

a. Include full schedule details for the first 60 calendar days of work starting on the NTP date and show the schedule ending on or before the Contract Completion Date (CCD).

b. Provide a summary bar chart schedule (acceptable formats include, but are not limited to, Microsoft Excel, Microsoft Project, Oracle Primavera P6, and Gantt Chart).

c. Show the proposed sequence, durations, early and late start dates for major work activities.

d. Show the proposed calendar dates for starting and finishing initial contract activities including, but not limited to, set up

01 32 16.15 - 2 of construction site, site layouts, travel routes, waste, and staffing areas.

2. Conduct a schedule review meeting with the Government within 14 calendar days after NTP. At this meeting, plan to discuss the proposed schedule for the entire project, including both the detailed first 60-day period covered by the initial schedule as well as the following summary schedule. If deviations to the staging, phasing, or sequencing required by the contract documents are proposed, be prepared to discuss these deviations.

3. The Government will respond by approving the initial schedule, rejecting the schedule and identifying the reason for rejection, or by asking the contractor for additional information clarifying the proposed schedule activities and timelines.

4. The Government will use the approved initial schedule to monitor progress until the baseline schedule is approved.

5. The Government may withhold progress payments until the initial schedule is approved.

B. Schedule of Costs.

1. No more than 30 calendar days after receipt of the Notice to

Proceed, prepare and submit a schedule of costs to the Government for review, in accordance with the technical and schedule submittal requirements listed in this specification.

2. The approved Schedule of Costs will serve as a tool in addition to the required monthly schedule update to determine progress payments to the Contractor for work completed.

3. The costs shown on the Schedule of Costs must represent true costs and the work activities/events match the project schedule work activities/events. The VA Contracting Officers Representative (VA

COR) may require the Contractor to submit its original estimate sheets or other supporting documentation to substantiate the detailed makeup of the cost schedule.

4. The total costs of all work activities/events listed on the Schedule of Costs must equal the total contract price. The breakdown must include all line items specified in the contract and work activities shown on the schedule.

5. The Contractor is responsible for regularly updating the Schedule of

Costs to reflect any approved changes to the contract scope or cost structure. Updates must be submitted for approval to the Contracting

01 32 16.15 - 3

Officer Representative to ensure continued accuracy and compliance with contract requirements.

6. Failure to submit or maintain an accurate and approved Schedule of

Costs may result in delayed progress payments and potential penalties as outlined in the contract agreement.

7. All documentation related to the Schedule of Costs, including original estimate sheets and cost substantiation documents, must be maintained and made available for review upon request by the

Contracting Officer or VA COR.

C. Baseline Schedule.

1. No more than 30 calendar days after approval of the initial schedule, prepare and submit a baseline schedule to the Government for review, in accordance with the technical and schedule submittal requirements listed in this specification.

2. The Government will respond by accepting the baseline schedule, rejecting the schedule and identifying the reason for rejection, or by asking for more information.

3. Address the reasons for rejection or provide the information requested and resubmit the revised baseline schedule no more than 10 calendar days after the Government’s response.

4. The Government may withhold progress payments until the baseline schedule is approved.

5. No stored material work activities will be shown or approved be on the baseline schedule.

6. The Baseline Schedule Critical Path of the project shall be limited to:

a. No more than 20% of the work activities shall be on the critical and near-critical path(s). Critical path is defined as activities with zero (0) day total float. Near-Critical path(s) is defined as activities with one (1) to twenty (20) days of total float.

b. Multiple Critical paths will not be allowed.

7. The Baseline Schedule shall contain sufficient detail such that no more than 5% of work activities have durations exceeding 20 work days, in accordance with DCMA 14-point Schedule Assessment

Guidelines.

D. Monthly Schedule Update.

1. Prepare and submit a monthly schedule update to the Government that depicts the status of the project as of the end of the month, in

01 32 16.15 - 4 accordance with the technical and schedule submittal requirements listed in this specification.

2. The update must reflect a new data date, work performed up to, but not including, the new data date, and the plan for completing the project.

3. Submit the schedule update by the first Monday of the following month.

4. The Government may withhold progress payments until the monthly schedule update is approved.

5. Each monthly schedule update must be submitted with the associated schedule log.

E. Revised Schedule.

1. The Government has the right to request a revised schedule.

2. Circumstances leading to such a request include, but are not limited to:

a. A projected or forecasted delay to scheduled interim or project completion dates.

b. A significant difference between the actual sequence or duration of work and that depicted in the schedule.

3. Prepare and submit the revised schedule no more than 10 calendar days after the Government’s request in accordance with the technical and schedule submittal requirements listed in this specification.

4. The Government will respond by accepting the revised schedule, rejecting the schedule and identifying the reasons for rejection, or by requesting more information. Address the reasons for rejection or submit the information requested no more than 10 calendar days after the Government’s request.

5. The Government may withhold progress payments until the revised schedule is approved.

F. Final Schedule.

1. Within 30 calendar days of final acceptance of the project, submit a final schedule with actual start and finish dates for each activity.

2. Include with the submission a certification signed by a principal of the firm stating: “To the best of my knowledge, the enclosed final schedule reflects the actual start and finish dates of the activities contained herein.”

G. The Government’s approval of any schedule, whether initial, baseline, update, or revised, does not modify the contract or constitute

01 32 16.15 - 5 endorsement or validation by the Government of the Contractor's logic, activity durations, or assumptions in creating the schedule. By approving the schedule, the Government does not guarantee that the project can be performed or completed as scheduled. If the Contractor or the Government discover errors after the schedule has been approved, correct the error(s) in the next schedule submission.

1.4 WORK ACTIVITY/EVENT COST DATA

A. The Contractor shall cost load all work activities/events except procurement activities. The cumulative amount of all cost-loaded work activities/events (including alternates) shall equal the total contract price. Distribute overhead, profit, and general conditions proportionally across all work activities/events along the project's length (critical path). The contractor shall generate from this information cash flow curves indicating graphically the total percentage of work activity/event dollar value scheduled to be in place on early finish and late finish. These cash flow curves will be used by the Contracting Officer to assist him in determining approval or disapproval of the cost loading. Negative work activity/event cost data will not be acceptable, except on VA issued contract changes.

B. The Contractor shall cost load work activities/events for guarantee period services, test, balance and adjust various systems in accordance with the provisions in Article, FAR 52.232 – 5 (PAYMENT UNDER FIXED

PRICE CONSTRUCTION CONTRACTS) and VAAR 852.232 – Article 70 Without

NAS-CPMfor (PAYMENTS UNDER FIXED PRICE CONSTRUCTION).

C. In accordance with FAR 52.236 – 1 (PERFORMANCE OF WORK BY THE

CONTRACTOR), the Contractor shall submit, simultaneously with the cost per work activity/event of the construction schedule required by this

Section, a responsibility code for all activities/events of the project for which the Contractor's forces will perform the work.

D. The Contractor shall cost load work activities/events for all Bid

Items. The sum of each Bid Item work shall equal the value of the bid item in the Contractors' bid.

E. With prior written approval from the Contracting Officer, the

Contractor may request payment for suitably stored and maintained materials/equipment that conform to specifications and are ready for installation, in accordance with the provisions in VAAR 852.232 –

Article 70 Without NAS-CPMfor (PAYMENTS UNDER FIXED PRICE

CONSTRUCTION). Requests must include comprehensive documentation, such

01 32 16.15 - 6 as invoices, proof of payment, and evidence of secure storage with appropriate insurance.