36C26319B0004-004.pdf

PDF 10 MB Posted Jun 25, 2019

Attached to: 437-17-102 - Install Instrument Air and RO Water in SPS
Solicitation number: 36C26319B0004
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 23

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36C26319B0004 437-17-102 - Install Instrument Air and RO Water in SPS - Drawings (4 pages).pdf

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DRAWINGS ABBREVIATIONS:

Ø DIAMETER

A COMPRESSED AIR

AC AIR CONDITION (-ING, -ED)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISH GRADE

ALT ALTERNATE

AMP AMPERE (AMP, AMPS)

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

AV ACID VENT

AVTR ACID VENT THROUGH ROOF

AW ACID WASTE

BAS BUILDING AUTOMATION SYSTEM

BLDG BUILDING

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BP BOOSTER PUMP

BTU BRITISH THERMAL UNIT

C CELSIUS

CBV CIRCUIT BALANCING VALVE

CD CONDENSATE DRAIN

CFM CUBIC FEET PER MINUTE

CHW CIRCULATING HOT WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CLG CEILING

CO CLEANOUT

COR CONTRACTING OFFICER'S

- REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER'S

- TECHNICAL REPRESENTATIVE

CR CONDENSATE RETURN

CV CONVECTOR

CW COLD WATER

DB DECIBEL

DCW DOMESTIC COLD WATER

DEMO DEMOLITION

DHW DOMESTIC HOT WATER

DHR DOMESTIC HOT WATER

- RECIRCULATION

DIA DIAMETER

DIFF DIFFUSER

DP DIFFERENTIAL PRESSURE

DWG DRAWING

DWL DOMESTIC WATER LINE

DWV DOMESTIC WASTE, AND VENT

DX DIRECT EXPANSION

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

ELEV ELEVATION

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EVAP EVAPORAT (-E, -ING, -ED, -OR)

EWB ENTERING WET BULB

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FAHRENHEIT

FSD COMBINATION FIRE/SMOKE DAMPER

FSL FIRE SUPPRESSION LINE

FCO FLOOR CLEANOUT

FD FIRE DAMPER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FFE FINISHED FLOOR ELEVATION

FG FIRM GAS

FLR FLOOR

FMS FACILITY MANAGEMENT SYSTEM

FOG FUEL OIL GAUGE

FOR FUEL OIL RETURN

FOS FUEL OIL SUCTION

FOV FUEL OIL VENT

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FOOT OR FEET

GA GAGE OR GAUGE

GAL GALLONS

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GTR GEOTHERMAL RETURN

GTS GEOTHERMAL SUPPLY

HB HOSE BIB

HC HEATING COIL

HD HEAD

HDCP HANDICAPPED

HG HOT GAS

HP HORSEPOWER

HR HOUR (S)

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING, AIR

- CONDITIONING

HW HOT WATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HZ HERTZ

ID INSIDE DIAMETER

IG INTERRUPTIBLE GAS

INSUL INSULATE

INV INVERT

KW KILOWATT

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LG LENGTH

LIQ LIQUID

LPG LIQUID PROPANE GAS

LWB LEAVING WET BULB

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAX MAXIMUM

MBH THOUSAND BTU'S/HR

MCC MOTOR CONTROL CENTER

MCF THOUSAND CUBIC FEET

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MOT MOTORIZED

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

ORD OVERFLOW ROOF DRAIN

OS&Y OUTSIDE SCREW AND YOKE

PBD PARALLEL BLADE DAMPER

PC PLUMBING CONTRACTOR

PCR PUMPED CONDENSATE RETURN

PD PRESSURE DROP OR DIFFERENCE

PENT PENTHOUSE

PH PHASE (ELECTRICAL)

PIV POST INDICATOR VALVE

PRESS PRESSURE

PVC POLYVINYL CHLORIDE

R THERMAL RESISTANCE

RA RETURN AIR

RAD RADIATION

RD ROOF DRAIN

REC RECESSED

REL RELIEF

RH RELATIVE HUMIDITY

RM ROOM

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

- ASSEMBLY

RWL RAIN WATER LEADER

SA SUPPLY AIR

SAN SANITARY SEWER

SCFM CFM, STANDARD CONDITIONS

SCHED SCHEDULE

SD SMOKE DAMPER

SF SQUARE FEET

SP STATIC PRESSURE

SPEC SPECIFICATION

ST STORM SEWER

STD STANDARD

STM STEAM

STRUCT STRUCTURAL

TC TEMPERATURE CONTROL

TD TEMPERATURE DIFFERENCE

TEMP TEMPERATURE

TSP TOTAL STATIC PRESSURE

TOD TOP OF DUCT

TOP TOP OF PIPE

TSTAT THERMOSTAT

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UR URINAL

V VENT

V VOLTS

VAC VACUUM

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH ROOF

W WATTS

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCO WALL CLEANOUT

WH WALL HYDRANT

WT WEIGHT

WTR WATER

PLUMBING SYMBOLS

DOMESTIC HOT WATER, HOT WATER

DOMESTIC COLD WATER, COLD WATER

DOMESTIC HOT WATER RECIRC.,

RISE OR DROP IN PIPE

CAPPED OUTLET

NEW AND EXISTING WORK

POINT OF CONNECTION BETWEEN

PIPE UP

PIPE DOWN

HOT WATER RETURN

BALL VALVE

POINT OF DISCONNECTION

COMPRESSED AIR

PLAN NOTE

PLUMBING EQUIPMENT TAGICA-1

DOMESTIC COLD WATER, REVERSE OSMOSIS

REPRODUCIBLE COPY IS PROVIDED IN DIVISION 01 00 00 GENERAL REQUIREMENTS.

GENERAL NOTE: CONTRACTORS SHALL FOLLOW REQUIREMENTS OF THE PCRA AND ILSM FORMS

ONCE THEY ARE FILLED OUT BY THE VA FOR SPECIFIC JOB AREAS AND WORK. THIS SHALL BE AT

NO ADDITIONAL COST TO THE GOVERNMENT.

PRE-CONSTRUCTION RISK ASSESSMENT (PRCA) FORM

PAGE 2 OF 2PAGE 1 OF 2

REPRODUCIBLE COPY IS PROVIDED IN DIVISION 01 00 00 GENERAL REQUIREMENTS.

GENERAL NOTE: CONTRACTORS SHALL FOLLOW REQUIREMENTS OF THE PCRA AND ILSM FORMS

ONCE THEY ARE FILLED OUT BY THE VA FOR SPECIFIC JOB AREAS AND WORK. THIS SHALL BE AT

NO ADDITIONAL COST TO THE GOVERNMENT.

INTERIM LIFE SAFETY MEASURES (ILSM) EVALUATION FORM

PAGE 2 OF 2PAGE 1 OF 2

MECHANICAL

P00 COVER SHEET / REFERENCES

P01 PARTIAL BASEMENT/SITE PLANS

P02 ENLARGED PLANS

P03 SCHEDULE, DETAILS, SEQUENCE OF OPERATIONS,

POINTS LIST,

ELECTRICAL

E01 BASEMENT FLOOR PLAN - ELECTRICAL PLAN

1. CONTRACTORS ARE TO COORDINATE ALL WORK WITH

THE PROJECT ENGINEER AND OTHER CONTRACTORS

WITH CONCURRENT PROJECTS ON SITE.

2. ALL DIMENSIONS ON DRAWINGS ARE APPROXIMATE,

DRAWINGS ARE NOT TO BE SCALED. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

FIELD CONDITIONS AND PHYSICAL DIMENSIONS THAT

INFLUENCE THE CONSTRUCTION AREA.

3. IT IS RECOMMENDED THAT CONTRACTORS VISIT THE

PROPOSED CONSTRUCTION SITE PRIOR TO

SUBMITTING THEIR BIDS AND THEY ARE ENCOURAGED

TO DO SO.

4. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND

FEDERAL OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) STANDARDS.

5. CONTRACTOR SHALL PARK ONLY IN DESIGNATED

PARKING AREAS AND NOT ON THE LAWN AREAS.

SEE 2/P01.

6. CONTRACTOR IS RESPONSIBLE FOR THE

SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL

TOOLS AND EQUIPMENT ARE NOT TO BE LEFT

UNATTENDED AND ARE TO BE SECURED AT ALL TIMES

WHEN THE CONTRACTOR IS NOT PRESENT, OR THE

CONSTRUCTION SITE IS NOT SUPERVISED BY THE

CONTRACTOR.

7. ALL VA PROPERTY IS TO BE SAFEGUARDED FROM

DAMAGE. ANY DAMAGED VA PROPERTY IS TO BE

RESTORED TO ORIGINAL CONDITION PRIOR TO DAMAGE

OR REPLACED COMPLETELY. THIS INCLUDES

INSTALLATION, LABOR, AND PROCUREMENT EXPENSES.

8. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY

AND THE RESPONSIBILITY OF THE CONTRACTOR WITH

THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED

EITHER IN THE PLANS OR VERBALLY REQUESTED BY

THE PROJECT ENGINEER TO BE RETAINED BY THE VA.

9. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE

RESPONSIBILITY OF THE CONTRACTOR.

10. CLEAN ALL DEBRIS FROM CONSTRUCTION SITE TO THE

SATISFACTION OF THE PROJECT ENGINEER.

11. ACCESS TO ALL BUILDING AND PARKING AREAS MUST

BE MAINTAINED THROUGHOUT THE PROJECT.

GENERAL NOTES:

THE FOLLOWING WILL APPLY, UNLESS OTHERWISE NOTED.

Building No. AutoCAD File Name

VA Project No.

Drawing Title

Contract No.

Location

Drawn ByChecked ByDesigned By

Project Title

Drawing No.

Date

Scale:

Dwg. of 6

F O U R F R O N T D E S I G N I N C.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

FAX: (605) 342-2377

17.2387.M01

5.00.04.05.05

SCALE:

MAP OF NORTH DAKOTA

N.T.S.

BOWMAN

ADAMS

HETTINGER

SLOPE

GOLDEN

BILLINGS

STARK

DUNN

MERCER

OLIVER

MORTON

GRANT

SIOUX

McKENZIE

WILLIAMS

MOUNTRAIL

DIVIDE

BURKE

WARD

RENVILLE

BOTTINEAU

McHENRY

PIERCE

ROLETTE

TOWNER

CAVALIER

PEMBINA

WALSH

RAMSEY

BENSON

NELSON

GRAND FORKS

McLEAN

SHERIDAN

WELLS

EDDY

FOSTER

GRIGGS

STEELE

TRAILL

BURLEIGH

KIDDER

STUTSMAN

BARNES

CASS

RICHLAND

RANSOM

SARGENT

DICKEY

LA MOURE

LOGAN

McINTOSH

EMMONS

VALLEY

N D

M N

M T

N D

CANADA

Grand Forks

Cavalier

Langdon

Grafton

Rolla

Cando

Bottineau

Rugby

Towner

Devils Lake

Lakota

New Rockford

Fessenden

Carrington

Cooperstown

Finley

Hillsboro

McClusky

Fargo

Valley City

Jamestown

Wahpeton

Forman

Lisbon

Ellendale

La Moure

Ashley

Linton

Napoleon

Steele

Bismarck

Washburn

Minnewaukan

Minot

Bowbells

Mohall

Stanley

Crosby

Williston

Watford City

Manning

Dickinson

Mandan

Center

Stanton

Medora

Beach

Amidon

Bowman

Hettingger

Mott

Carson

Fort

Yates

West

INSTALL INSTRUMENT AIR AND REVERSE OSMOSIS (RO) WATER

IN STERILE PROCESSING SERVICES (SPS)

FARGO VA HEALTH CARE SYSTEM

2101 ELM STREET N., FARGO, ND

Project No.: 437-17-102

I V

E R

S I T

E A

O S

R E

E K

A R

K W

V I C

T O

R I

C A

A S

T I M

B E

K W

M E

A D

V I C

T O

R O

H A

R R

I S

F I L L M

O R

T A

Y L O

P O

P I E

R C

W O

O D

H A

V E

L I N

C O

W I N

D W

O O

L O

D E

N O

R M

H A

R V

E S

V E

T E

R A

V E

T E

R A

V E

T E

R A

V E

T E

R A

L E

B R

A D

CASS HWY 22

76 AVE N (C

ASS CO HWY 22 & 31)

City of Fargo

64 AVE N

General Street Map

52 AVE N

46 AVE N

47 AVE N

44 AVE N

CASS HWY 20

44 AVE N

43 AVE N

42 AVE N

CASS HWY 20

39 1/2 AVE N

41 AVE N

45 AVE N

37 AVE N

36 AVE N

32 AVE NE

PARKER PL N

36 AVE N

35 A

VE N

35 A

VE N

32 AVE N

33 AVE N

32 AVE N

31 AVE N

EDGEWOOD D

R N

31 A

VE N

CEDAR AVE N

30 AVE N

29 AVE N

29 A

VE N

29 AVE N

28 AVE N

27 AVE N

28 A

VE N

26 AVE N

25 AVE N

23 AVE N (AIRPORT ACCESS RD)

21 AVE N

22 AVE N

21 AVE N

19 A

VE N

19 AVE N

18 AVE N

16 AVE N

17 AVE N

17 1/2 AVE N

17 AVE N

16 1/2 AVE N

16 AVE N

15 AVE N

15 AVE N (Private Street)

15 AVE N

16 AVE N

15 AVE N

14 AVE N

13 AVE N

14 AVE N

12 AVE N

13 AVE N

ELM CIR N

12 AVE N

12 A

VE N

7 AVE N

3 AVE N

7 AVE N

1 AVE N

7 AVE N

6 AVE N

7 AVE N

MAIN AVE

5 AVE N

1 AVE S

4 AVE N

MAIN AVE

MAIN AVE (U

S HWY 10)

MAIN AVE

1 AVE S

2 AVE S

3 AVE S

4 AVE S

5 AVE S

8 AVE S

7 LN S

7 AVE S

9 AVENUE CIR S

7 AVE S

8 AVE S

9 AVE S

10 AVE S

11 AVE S

13 AVE S

38 ST S

13 AVE S

13 1/2 AVE S

14 AVE S

15 AVE S

14 AVE S

14 A

VE S

14 AVE S

14 1/2 AVE S

14 AVE S

OAKLAND AVE S

15 AVE S

17 AVE S

BIRCH LN S

18 AVE S

19 AVE S

18 A

VE S

19 AVE S

INTERSTATE 94

22 AVE S

AGASSIZ XING S

21 A

VE S

23 AVE S

24 AVE S

25 AVE S

AMBER VALLEY PKWY S

26 AVE S

AMBER VALLEY PKWY S

26 AVE S

28 AVE S

AMBER VALLEY CT S

26 AVE S

28 AVE S

33 ST S

30 AVE S

RUSSET AVE S

30 AVE S

AUBURN AVE S

31 AVE S

32 AVE S

31 AVE S

32 AVE S

30 1/2 A

VE S

32 AVE S

31 A

VE S

34 AVE S

33 AVE S

TANNER AVE S

33 AVE S

34 AVE S

DAKOTA PARK CIR S

34 AVE S

CHELSEA LN S

34 AVE S

35 AVE S

TYLER AVE S

36 AVE S

35 AVE S

54 ST S

36 AVE S

35 AVE S

SPENCER LN S

50 ST S

36 AVE S

37 AVE S

38 AVE S

37 1/2 AVE S

36 AVE S

37 AVE S

37 1/2 AVE S

38 1/2 AVE S

38 AVE S

40 AVE S

OSGOOD PKWY S

FARMSTEAD CT S

39 1/2 AVE S

TOWNSITE PL S

SUNFLOWER LN S

42 AVE S

SUNFLOWER LN S

44 AVE S

45 AVE S

WILDFLOWER DR S

48 AVE S

CATTAIL CV S

47 AVE S

46 AVE S47 AVE S

47 AVE S

43 AVE S

44 AVE S

45 AVE S

46 AVE S

41 AVE S

EL CANO DR S

38 AVE S 38 AVE S

40 AVE S

FARMSTEAD CT S

TOWNSITE PL S

41 AVE S

39 AVE S

40 AVE S

39 1/2 AVE S

40 AVE S

39 AVE S 39 AVE S

39 1/2 AVE S

39 AVE S

40 AVE S

38 AVE S

40 AVE S

39 AVE S

39 A

VE S

36 1/2 A

VE S

36 AVE S

35 1/2 AVE S

35 1/2 COURT AVE S

34 1/2 A

VE S

35 A

VE S

35 AVE S

34 AVE S

34 1/2 AVE S

33 AVE S

33 1/2 AVE S

33 AVE S

KIRSTEN LN S

32 A

VE S

32 A

VE S

30 A

VE S

30 AVE S

31 AVE S

30 AVE S

27 A

VE S

29 A

VE S

28 A

VE S

28 A

VE S

26 A

VE S

26 1/2 C T S

26 1/2 A

VE S

27 A

VE S

28 AVE S

25 1/2 A

VE S

26 AVE S

25 A

VE S

23 A

VE S

24 A

VE S

25 A

VE S

24 AVE S

23 AVE S

22 A

VE S

23 A

VE S

24 A

VE S

OAK M

ANOR A

VE S

24 AVE S

21 AVE S

20 AVE S

PARK DR S

PRAIRIEWOOD DR S

21 AVE S

23 AVE S

22 AVE S

18 1/2 AVE S

18 AVE S

SOUTH DR S

19 AVE S

INTERSTATE 94

17 AVE S

16 AVE S

SOUTHGATE DR S

16 AVE S

15 A

VE S

15 1/2 AVE S 16 AVE S

ELMWOOD AVE S

LINDEN AVE S

13 AVE S

11 AVE S

INTERSTATE BLVD S

EAST GATEWAY CIR S

12 AVE S

11 AVE S

12 AVE S

10 AVE S

12 AVE S

11 AVE S

12 AVE S

10 AVE S

11 AVE S

9 AVE S

8 AVE S

WESTRAC DR S

9 AVE S

8 AVE S

9 AVE S

8 AVE S

9 AVE S

10 AVE S

11 AVE S

7 AVE S

8 AVE S

13 AVE S

9 AVE S

8 AVE S

5 AVE S

6 AVE S

7 AVE S

6 AVE S

5 AVE S

4 AVE S

3 AVE S

2 AVE S

1 AVE S

3 AVE S

2 AVE S

1 AVE S

3 AVE N

2 AVE N

1 AVE N

2 AVE N

4 AVE S

5 AVE S

NORTHERN PACIFIC AVE N

1 AVE N

3 AVE N

4 AVE N

1 AVE S

5 AVE N

3 AVE N

4 AVE N

6 AVE N

12 AVE N

MADISON AVE N

11 AVE N

12 A

VE N

10 AVE N

9 AVE N

8 AVE N

7 1/2 AVE N

8 AVE N

MILLS AVE N

8 AVE N

12 AVE N

10 AVE N

9 AVE N

MAIN AVE

19 AVE N

19 AVE N (US HWY 81 N)

19 AVE N

NDS U R ESE ARC H CI R N

20 AVE N

21 AVE N

22 AVE N

23 AVE N

24 AVE N

25 AVE N

MEADOWLARK LN N

WILLOW RD N

19 AVE N

LILAC LN N

NORTH W

OODCREST D

R N

BOHNET BLVD N

PETERSON PKWY N

32 A

VE N

35 A

VE N

SOUTH W

OODCREST DR N

47 AVE S

48 AVE S

47 AVE S

49 AVE S

LAVONNE CT S

49 AVE S

MARI GOLD LOOP S

50 AVE S

53 AVE S

51 AVE S

52 AVE S

50 AVE S

51 AVE S

52 AVE S

53 AVE S

PRA IRI E FAR MS C IR S

54 AVE S

56 AVE S

54 AVE S

BRI STLEC ON E LP S

20 STR EET C IR S

PINE PKWY S

57 AVE S 56 AVE S

58 AVE S

55 AVE S

58 AVE S

56 AVE S

AUTUMN DR S

60 AVE S

SMYLIE LN S

59 AVE S

60 AVE S

61 AVE S

63 AVE S

64 A

VE S

64 AVE S

65 AVE S

AUTUMN DR S

MAPLE LEAF LOO P S

62 AVE S

64 AVE S

62 AVE S

63 AVE S

64 AVE S

63 AVE S

67 AVE S

68 AVE S

GOLDEN LN S

70 AVE S

70 AVE S 71 AVE S

GOLDEN VALLEY PKWY S

72 AVE S

69 AVE S

70 AVE S

72 AVE S

73 AVE S

74 AVE S

75 AVE S

76 AVE S

76 A

VE S

76 A

VE S

75 AVE S

62 AVE S

MAPLE VALLEY DR S

60 AVE S

58 AVE S

59 AVE S

57 AVE S

61 AVE S

57 AVE S

58 AVE S

57 AVE S

58 AVE S

55 AVE S

56 AVE S

55 AVE S

53 AVE S

PRAIRIE GROVE AVE S

53 AVE S

51 AVE S

52 AVE S

55 AVE S

52 AVE S

54 AVE S

ROSE CREEK PKWY S

52 AVE S

ROSE CREEK PARKWAY S

49 AVE S

P E

T E

R S

B I R

P A

A S

P Y

M A

H I C

K O

L O

N G

F E

L L O

E V

E R

G R

E E

C H

E R

G E

W O

B R

O A

D W

U N

I V

E R

S I T

U N

I V

E R

S I T

U N

I V

E R

S I T

U N

I V

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S I T

U N

I V

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S I T

C A

B R

O A

D W

C O

L L E

A L B

R E

C H

L V r i v a t e

S t r e e t

B O

L L E

D r i v a t e

S t r e e t

N D

D S

E a s e m e n t

D A

K O

P A

W H

E A

T L A

A G

G R

E G

A T

I N

D U

S T

R I E

F A

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C L O

U M

B E

C A

L I C

J A

C K

S O

V A

U R

L I N

C O

B U

C H

A N

M O

N R

J E

F F

E R

S O

S A

F F

R O

A D

A M

F I L L M

O R

T A

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P I E

R C

A S

H T

W A

S H

I N

G T

H A

R R

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P O

H A

W T

H O

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W O

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H A

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M A

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P A

R K

V I E

I N

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HECTOR

INTERNATIONAL

AIRPORT

SCALE:

MAP OF THE CITY OF FARGO, ND

N.T.S.

FARGO VA HEALTH CARE SYSTEM

2101 ELM STREET N

CITY OF FARGO, ND

N N

AutoCAD SHX Text P00

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COVER SHEET/REFERENCES

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2387_P00.DWG

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AutoCAD SHX Text Fargo, ND 58102

AutoCAD SHX Text 2101 Elm Street North

AutoCAD SHX Text Medical Center

AutoCAD SHX Text Dept. of Veterans Affairs

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AutoCAD SHX Text Date

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FARGO VA MEDICAL HEALTH

AutoCAD SHX Text

CARE SYSTEM, FARGO, ND

AutoCAD SHX Text Department of

AutoCAD SHX Text

INSTALL INSTRUMENT AIR AND REVERSE

AutoCAD SHX Text February 20, 2019

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text 437-17-102

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KEY PLAN

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VA263-17-C-0098

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100%%% CONSTRUCTION DOCUMENTS

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OSMOSIS (RO) WATER IN STERILE

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I T

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BUILDING #9

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PIT

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2" WP UP TO CO2" WP UP TO CO

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CA CA CA CA CA CA

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D U

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P U

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WATER SOFTENERS

4" HW & 2" RHW. SEE FIRST

FLOOR PLUMBING PLAN FOR

CONTINUATION

(E)3/4" CA

1" BYPASS

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OIL FILTERS

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REGULATOR

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KEEP PIPING AS HIGH AS POSSIBLE,

BUT NO LOWER THAN OTHER

UTILITIES

C A

GENERAL NOTES:

THE FOLLOWING WILL APPLY, UNLESS OTHERWISE NOTED.

CONTRACTORS STAGING AREA AND PARKING:

A. LOCATION EAST OF BUILDING 50, PAST CITY LIFT STATION TO BE USED FOR ALL

EQUIPMENT, TRAILER AND VEHICLE PARKING. TO BE SHARED WITH VA AND

OTHER CONTRACTORS.

B. OTHER STAGING AREAS TO BE COORDINATED WITH VA ON PER NEED BASIS.

C. RESTORE SITE TO ORIGINAL AND/OR BETTER CONDITION UPON CONSTRUCTION

COMPLETION.

WHERE EXISTING EQUIPMENT, PIPING, CONDUIT, DUCTS, ETC. ARE TO BE REMOVED,

SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, OR HARDWARE, ETC.

NEW WORK SHALL LINE WITH AND MATCH EXISTING WORK EXCEPT WHERE

OTHERWISE DIMENSIONED OR DETAILED.

NEW FINISHES APPLIED PATCH TO MATCH TO EXISTING FLOORS, WALLS AND

PARTITIONS. IF FINISH CANNOT BE MATCHED, ALL NEW FINISH SHALL BE PROVIDED

AT NO ADDITIONAL COST TO THE GOVERNMENT.

ALL PARTITIONS, UNLESS OTHERWISE SHOWN OR DETAILED, SHALL BE METAL STUDS

AND OF THICKNESS TO ADEQUATELY COVER PIPING, CONDUITS, ETC.

WORK AT THE DISCRETION OF THE VA MAY BE SHUT DOWN AND RESCHEDULED DUE

TO CRITICAL AREAS OR SPECIAL NEEDS OF PATIENTS AND STAFF AT NO ADDITIONAL

COST TO THE GOVERNMENT.

CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS.

CONTRACTOR TO PROVIDE PROTECTION AGAINST DAMAGE, INCLUDING WATER

PENETRATION, TO EXISTING STRUCTURE AND FINISHES WHERE DEMOLITION AND

NEW CONSTRUCTION OCCURS.

ALL TEMPORARY CONSTRUCTION PARTITIONS SHALL BE 1 HOUR RATED. DOORS

SHALL HAVE CLOSERS AND LOCKING HARDWARE.

WHETHER EXISTING OR NEW, NO CABLES, DUCTS, CONDUIT, PIPES, INSULATION, ETC.

SHALL BE ALLOWED TO TOUCH OR REST ON SPRINKLER PIPING. ABOVE-CEILING

INSPECTIONS WILL BE CONDUCTED AND ANY VIOLATIONS WILL REQUIRE

CORRECTION.

KEY NOTES:

1. DISCONNECT PIPE TO SPS AREA AND CAP. DEMOLISH CA PIPING TO SPS

AREA AS SHOWN. SHUTDOWN DURATION CAN ONLY BE FOR ONE NIGHT

AND SCHEDULED WITH THE COR.

2. INSTALL ACCESS PANELS IN THIS AREA. SEE SHEET P02.

3. EXISTING UNDERSIZED CA PIPING TO BE DEMOLISHED AND REPLACED.

SEE SHEET P02.

4. BASE BID: REPLACE EXISTING CA PIPE JOINTS WITH BRAZED JOINTS.

DELETE ALTERNATE #1: IN LIEU OF REPLACING COMPRESSED AIR PIPING

WITH NEW PIPE, RE-USE EXISTING PIPING BY REPLACING SOLDERED

JOINTS WITH BRAZED JOINTS.

5. DEMOLISH EXISTING CA PIPING. SEE SHEET P03 FOR NEW CA PIPING.

6. WORK WITHIN THE SPS AREA TO BE DONE AFTER NORMAL WORKING

HOURS, SEE SPECIFICATIONS FOR DETAILS

BLDG. NO.

1 MEDICAL CENTER

3 ADMINISTRATIVE OFFICE

8 FLAGPOLE

9 MEDICAL CENTER

10 BOILER PLANT

11 MAINTENANCE GARAGE

12 WARE HOUSE

13 LAUNDRY

20 PUMP STATION

30 ADMINISTRATION OFFICES (30W AND 30E)

39 HIGH VOLTAGE SWITCHGEAR BUILDING

40 VBA REGIONAL OFFICE

41 OXYGEN STORAGE TANK

42 UND SCHOOL OF MEDICINE

43 PICNIC SHELTER AND PATIO

44 XCEL ENERGY BUILDING (NATURAL GAS)

46 MEDICAL CENTER

50 COLD STORAGE BUILDING

51 HUMAN RESOURCES BUILDING

52 ADMINISTRATION OFFICES BUILDING

53 HAZMAT STORAGE BUILDING

54 STORAGE BUILDING

KEY TO SITE PLAN

CONTRACTOR'S STAGING AND PARKING AREA. SHARED WITH VA

AND OTHER CONTRACTORS.

CONSTRUCTION

AREA

30E30W

1-9-16

Building No. AutoCAD File Name

VA Project No.

Drawing Title

Contract No.

Location

Drawn ByChecked ByDesigned By

Project Title

Drawing No.

Date

Scale:

Dwg. of 6

F O U R F R O N T D E S I G N I N C.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

FAX: (605) 342-2377

17.2387.M01

5.00.04.05.05

SCALE:

PARTIAL BASEMENT PLUMBING REFERENCE/DEMOLITION PLAN

3/32" = 1'-0"

P02

SCALE:

FARGO VAMC SITE PLAN

1" = 120'

NARRATIVE:

SEVERAL CA PIPING JOINTS ARE SOLDERED AND NOT BRAZED

AS REQUIRED BY VA STANDARDS, AND PIPING NEEDS TO BE

REPLACED (BASE BID) OR SOLDERED JOINTS NEED TO BE

REPLACED WITH NEW, BRAZED JOINTS (DEDUCT ALTERNATE

#1). FIELD VERIFY ALL JOINTS.

TWO NEW CA DROPS WILL BE ADDED IN THE CLEAN SPS ROOM

WITH SHUTOFF VALVES AND QUICK CONNECT OUTLETS.

EXISTING RO WATER PIPING SHALL BE MODIFIED TO ADD ONE

NEW DROP WITH A SHUTOFF VALVE IN THE DIRTY SPS ROOM

AND TWO NEW VALVED AND CAPPED CONNECTIONS IN THE

CEILING SPACE FOR FUTURE CONNECTIONS.

P03

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BY MECHANICAL

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BY CIVIL

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INVERT ELEVATION 890.94'

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PARTIAL BASEMENT/SITE PLANS

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2387_P01.DWG

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AutoCAD SHX Text 2101 Elm Street North

AutoCAD SHX Text Medical Center

AutoCAD SHX Text Dept. of Veterans Affairs

AutoCAD SHX Text Revisions

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AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

FARGO VA MEDICAL HEALTH

AutoCAD SHX Text

CARE SYSTEM, FARGO, ND

AutoCAD SHX Text Department of

AutoCAD SHX Text

INSTALL INSTRUMENT AIR AND REVERSE

AutoCAD SHX Text February 20, 2019

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VA MEDICAL CENTER

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AutoCAD SHX Text 437-17-102

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KEY PLAN

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VA263-17-C-0098

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100%%% CONSTRUCTION DOCUMENTS

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CART LIFT

S-3

MACHINE

BA-75

PHYSICAL

THERAPY

BA-81

SPECIAL

TREATMENT

COORIDOR

BB-17

PREP/ASSEMBLY/

STORAGE

BB-17A

ETO/LOW TEMP

STERILE

BB-20

RECEIVING/

DECONTAMINATION

BB-18B

CART WASH

BB-18A

MANUAL

WASH

BA-36B

MENS

LOCKER

BA-40

CORRECTIVE

THERAPY

BA-44

PASSAGE

BA-44A

WOMENS

LOCKER

BB-15

CLEAN

STORAGE

C002

CORRIDOR

BA-73

REC. THER.

OFFICE

BA-50

AREA

WAITING

RORO

RO RORO

R O

C A

CA CA CA

C A

CACACACACACACACACACACA

C A

CA CA CA CA

C A

CA CA CA CA

C A

R O

C A

3/4"

SEE DETAIL 1/P03

3/4"

1/2"

R O

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R O

C A

1/2"

3/4"

3/4" CA

C A

3/4"

C A

CA CA CA CA CA CA CA CA

CA CA CA CA CA CA CA CA CA CA

C A

1/2"

ONLY AFFECTED LINES ARE SHOWN FOR

CLARITY. THERE ARE OTHER LINES AND

EQUIPMENT WITHIN THIS SPACE. FIELD

VERIFY EXISTING CONDITIONS. DARK

HEAVY LINES AND NOTES ARE NEW.

BA-07A

GENERATOR ROOM

BA-07

SPS

STORAGE

BA-05

ENV

MGT

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BA-01A

ELECTRICAL

ROOM

BA-01

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ROOM

BA-03

EMS

BD-02

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ROOM

STORAGE

R O

C A

CA CA

C A

CA CA CA

CACACA

CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA

C A

CACACACACACACACACACACACACACACACA

C A

CACACACACACACACACACACACACACACA

C A

CA CA CA CA CA

C A

CA CA

L P

G L

P G

L P

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P G

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CACACACACACA

C A

CACA

C A

CACA

C A

CA CA CA CA CA CA

P V

P P

ICA-1

CACACA

3/4"

1/4"

3/4"

A T

P R

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S U

R E

S E

N S

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M E

D I C

D R

Y E

A C

K A

G E

H I R

L O

O R

M E

D I C

P R

E S

S O

R S

D U

P L

P R

E S

S O

A C

K A

G E

1/4"

E A

E X

C H

A N

G E

WATER HEATERS

D U

P L

I C

U U

P U

K A

G E

WATER SOFTENERS

4" HW & 2" RHW. SEE FIRST FLOOR PLUMBING PLAN FOR CONTINUATION

(E)3/4" CA

1" BYPASS

E A

E X

C H

A N

G E

AIR AND

OIL FILTERS

M E

D I C

S S

U R

S W

I T

C H

M A

S T

N C

T I O

O X

1" CA (E)

3/4"

PRESSURE

REGULATOR

C A

KEEP PIPING UP AT

CEILING LEVEL

C A

(E)3/4" CA

ONLY AFFECTED LINES ARE SHOWN FOR

CLARITY. THERE ARE OTHER LINES AND

EQUIPMENT WITHIN THIS SPACE. FIELD

VERIFY EXISTING CONDITIONS. DARK

HEAVY LINES AND NOTES ARE NEW.

KEY NOTES:

1. DISCONNECT PIPE TO SPS AREA AND CAP. DEMOLISH CA PIPING TO SPS AREA AS

SHOWN. SHUTDOWN DURATION CAN ONLY BE FOR ONE NIGHT AND SCHEDULED WITH

THE COR.

2. INSTALL ACCESS PANELS IN CEILING AS SHOWN.

3. NEW 3/4" CA PIPING AND BRAZED JOINTS TO REPLACE EXISTING SMALLER CA PIPING .

4. BASE BID: REPLACE EXISTING CA PIPE JOINTS WITH BRAZED JOINTS.

DELETE ALTERNATE #1: IN LIEU OF REPLACING COMPRESSED AIR PIPING WITH NEW

PIPE, RE-USE EXISTING PIPING BY REPLACING SOLDERED JOINTS WITH BRAZED

JOINTS.

5 INSTALL NEW 1/2" CA LINE AND DROP WITH SHUT OFF VALVE, REGULATOR, AND

QUICK CONNECT.

6. WORK WITHIN THE SPS AREA TO BE DONE AFTER NORMAL WORKING HOURS, SEE

SPECIFICATIONS FOR DETAILS.

Building No. AutoCAD File Name

VA Project No.

Drawing Title

Contract No.

Location

Drawn ByChecked ByDesigned By

Project Title

Drawing No.

Date

Scale:

Dwg. of 6

F O U R F R O N T D E S I G N I N C.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

FAX: (605) 342-2377

17.2387.M01

5.00.04.05.05

SCALE:

DEMOLITION AND REMODEL PIPING

PLAN - MECHANICAL ROOM

1/4" = 1'-0" -

0 2' 4' 8'

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

SCALE:

REMODEL PIPING PLAN SPS AREA

1/4" = 1'-0" -

0 2' 4' 8'

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

CONTRACTOR TO REPAIR CEILING AND WALLS TO

ORIGINAL FINISH. MATCH PAINT TO EXISTING

EPOXY PAINT. INSTALL NEW ACCESS PANELS AT

ALL VALVES AND WHERE REQUIRED. MAINTAIN

FIRE RATINGS IN ALL WALLS.

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SCW

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ENLARGED PLANS

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2387_P02.DWG

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AutoCAD SHX Text Fargo, ND 58102

AutoCAD SHX Text 2101 Elm Street North

AutoCAD SHX Text Medical Center

AutoCAD SHX Text Dept. of Veterans Affairs

AutoCAD SHX Text Revisions

AutoCAD SHX Text Date

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

FARGO VA MEDICAL HEALTH

AutoCAD SHX Text

CARE SYSTEM, FARGO, ND

AutoCAD SHX Text Department of

AutoCAD SHX Text

INSTALL INSTRUMENT AIR AND REVERSE

AutoCAD SHX Text February 20, 2019

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text 437-17-102

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KEY PLAN

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VA263-17-C-0098

AutoCAD SHX Text 9 & 46

AutoCAD SHX Text As Indicated

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100%%% CONSTRUCTION DOCUMENTS

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OSMOSIS (RO) WATER IN STERILE

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PROCESSING SERVICES (SPS)

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C A

ICA-1

OUTLET SHALL BE

QUICK CONNECT

TYPE (TYP.)

EQUIPMENT

TAG DESCRIPTION MFGR MODEL

NUMBER

SYSTEM

CAPACITY

RECEIVER SIZE

(GAL) MOTOR (HP) VOLTAGE

(V/PH/HZ) NOTES

ICA-1 OIL FREE COMPRESSED AIR

SYSTEM

POWEREX OR APPROVED

EQUAL LST0504LP 30.4 SCFM @

100 PSIG 120 VERTICAL 15 208/3/60 1,2,3

NOTES: 1. PROVIDE WITH DESICCANT AIR DRYERS, PRE AND AFTER FILTERS, AND MOTOR STARTER.

2. PROVIDE UNIT ON ONE COMPLETE SKID. PROVIDE SINGLE POINT ELECTRICAL CONNECTION.

3. PROVIDE PREMIUM NFPA CONTROL PANEL WITH BACNET CAPABILITIES, OR APPROVED EQUAL.

INSTRUMENT AIR COMPRESSOR

System Outputs System Inputs System Software/Control

IAC-1

Binary Analog Binary Analog Alarm Processing

Application/Funct ion

System point list

D e v i c e

I D

E l e c t r i c

P n e u m a t i c

E l e c t r i c

P n e u m a t i c

S t a t u s

S t a g e

T e m p e r a t u r e

P r e s s u r e

H u m i d i t y

F l o w

C u r r e n t

P e r c e n t

D a t a

E q u i p t a t u s

L o w

L i m i t

H i g h

L i m i t

L e a d

L a g

S t a r t S t o p

S e t

P o i n t

UNIT ENABLE E-1 X X

UNIT STATUS S-1 X X

COMPRESSOR STATUS 1 CS-1 X X

COMPRESSOR STATUS 2 CS-2 X X

COMPRESSOR STATUS 3 CS-3 X X

COMPRESSOR FAULTS CF-1 X X

SYSTEM PRESSURE SP-1 X X X

SYSTEM ALARMS SA-1 X

DEW POINT MONITOR DWP-1 X X X

EXTERNAL PRESSURE EP-1 X X X

SEQUENCE OF OPERATION:

VA ECMS SHALL ENABLE/DISABLE THE COMPRESSOR AND SET AIR PRESSURE SETTINGS.

THE COMPRESSOR'S CONTROL PANEL SHALL CONTROL THE COMPRESSOR SYSTEM.

THE COMPRESSOR'S CONTROL PANEL SHALL RELAY ALL AVAILABLE INFORMATION TO

THE EMCS TO VIEW.

AIR COMPRESSOR SHALL BE SET AT 345KPA (50 PSI) (ADJ) AND SHALL MAINTAIN

PRESSURE (+/- 5 PSI) (ADJ) AT ALL TIMES.

DIRT LEG

SHUTOFF

VALVE

(TYP)

PRESSURE

GAUGE/

REGULATOR

1/2" 1/2"

3/4" UP IN

CEILING

SPACE

3/4"

DIRT LEG

SHUTOFF

VALVE

PRESSURE

GAUGE

(EP-1)

3/4"

(E-1, S-1, CS-1, CS-2,

CS-3, CF-1, SP-1,

SA-1, DWP-1)

SCALE:

INSTRUMENT AIR CONNECTION DETAIL

NTS

SCALE:

INSTRUMENT AIR COMPRESSOR DETAIL

NTS

CEILING

R O

RO RORO

R O

C A

CA CA

C A

CACACA

C A

CACACA

C A

CA CA CA CA CA CA CA CA CA CA CA

M A

C A

3/4"

CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA

C A

ONLY AFFECTED LINES ARE SHOWN FOR

CLARITY. THERE ARE OTHER LINES AND

EQUIPMENT WITHIN THIS SPACE. FIELD

VERIFY EXISTING CONDITIONS. DARK

HEAVY LINES AND NOTES ARE NEW.

KEY NOTES:

1. DISCONNECT PIPE TO SPS AREA AND CAP. DEMOLISH CA PIPING TO SPS

AREA AS SHOWN. SHUTDOWN DURATION CAN ONLY BE FOR ONE NIGHT

AND SCHEDULED WITH THE COR.

2. SEE SHEET P02 FOR ACCESS PANELS.

3. NEW 3/4" CA PIPING AND BRAZED JOINTS TO REPLACE EXISTING

UNDERSIZED CA PIPING. SEE SHEET P01.

4. BASE BID: REPLACE EXISTING CA PIPE JOINTS WITH BRAZED JOINTS.

DELETE ALTERNATE #1: IN LIEU OF REPLACING COMPRESSED AIR PIPING

WITH NEW PIPE, RE-USE EXISTING PIPING BY REPLACING SOLDERED

JOINTS WITH BRAZED JOINTS.

5. NEW CA PIPING AND BRAZED JOINTS TO REPLACE DEMOLISHED PIPING.

SEE SHEET P01.

6. WORK WITHIN THE SPS AREA TO BE DONE AFTER NORMAL WORKING

HOURS, SEE SPECIFICATIONS FOR DETAILS.

Building No. AutoCAD File Name

VA Project No.

Drawing Title

Contract No.

Location

Drawn ByChecked ByDesigned By

Project Title

Drawing No.

Date

Scale:

Dwg. of 6

F O U R F R O N T D E S I G N I N C.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

FAX: (605) 342-2377

17.2387.M01

5.00.04.05.05

SCALE:

REMODEL PIPING PLAN CORRIDOR C002

AND CLEAN STORAGE BB-15

1/4" = 1'-0" -

0 2' 4' 8'

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

AutoCAD SHX Text

AutoCAD SHX Text P03

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SCHEDULE, DETAILS, SEQUENCE OF

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OPERATION, POINTS LIST

AutoCAD SHX Text

2387_P04.DWG

AutoCAD SHX Text

AutoCAD SHX Text Fargo, ND 58102

AutoCAD SHX Text 2101 Elm Street North

AutoCAD SHX Text Medical Center

AutoCAD SHX Text Dept. of Veterans Affairs

AutoCAD SHX Text Revisions

AutoCAD SHX Text Date

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

FARGO VA MEDICAL HEALTH

AutoCAD SHX Text

CARE SYSTEM, FARGO, ND

AutoCAD SHX Text Department of

AutoCAD SHX Text

INSTALL INSTRUMENT AIR AND REVERSE

AutoCAD SHX Text February 20, 2019

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text 437-17-102

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

VA263-17-C-0098

AutoCAD SHX Text 9 & 46

AutoCAD SHX Text As Indicated

AutoCAD SHX Text

100%%% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

OSMOSIS (RO) WATER IN STERILE

AutoCAD SHX Text

PROCESSING SERVICES (SPS)

AutoCAD SHX Text

AutoCAD SHX Text 4.2

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Sheets and Views

2387_P00_Cover

2387_P01_Reference

2387_P02_Plan

2387_P03_Sched-Details

File details come from the government source that posted it.