589A7-21-132 Wichita Bid Drawings 07_Mechanical 1 of 2.pdf

MECHANICAL

ABBREVIATIONS, NOTES & SYMBOLS

M-001

GDSDC

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

M-R PROJECT NO: 0499-0162

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

IMEG, CORP. 37

MECHANICAL

NOTES

M-002

GDSDC

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

M-R PROJECT NO: 0499-0162

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

IMEG, CORP. 37

NEW 40,000 GALLON

DOUBLE WALL FIBERGLASS

UNDERGROUND TANK

NEW 40,000 GALLON

DOUBLE WALL FIBERGLASS

UNDERGROUND TANK

REFER TO DRAWING

MP111 FOR CONTINUATION

REFER TO DRAWING MS102

FOR ENLARGED PLAN OF THE FUEL OIL PIPING

4" TANK VENT

REFER TO DRAWING MP601

FOR ALL PIPE SIZES

TANK 1 TANK 2

4" TANK VENT

2" HPS

1-1/2" PC

EXISTING STEAM TUNNEL

EXISTING STEAM VAULT

NEW PRECAST CONCRETE TRENCH

STEAM UTILITIES

BASIS OF DESIGN: TRENWA, INC

MODEL BHC3024-120 WITH LHC30-120 LID

REFER TO DRAWING

MP111 FOR CONTINUATION

2" HPS

1-1/2" PC

BUILDING 37

PROPOSED NEW

GENERATOR BUILDING

CONTRACTOR SHALL COORDINATE

THE ROUTING OF THE NEW STEAM TRENCH

WITH THE EXISTING SOLAR PANEL STRUCTURES

OVER THE PARKING LOTS

EXISTING SOLAR PANEL

STRUCTURE OVER PARKING AREA.

(TYP.)

CONCRETE PAD

(TYP.)

PIPE SUPPORT

PIPE SUPORT TRENCH JOINT

SUMP

MANHOLE COVER

PIPING HIGH POINT

PIPE MITER

SLOPE HPS TOWARDS NEW BUILDING

WATER SERVICE TO

NEW GEN BLDG.

STEAM TRAP

ASSEMBLY

NO. DESCRIPTION DATE

PLAN

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

M-R PROJECT NO: 0499-0162

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

IMEG, CORP. 37

20 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

MECHANICAL

OVERALL SITE PLAN

MS101

GDSDC

1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON THE UNDERGROUND

UTILITIES SHOWN ON THIS DRAWING.

2. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND

IDENTIFY THE LOCATION OF ALL PRIVATE UNDERGROUND UTILITIES AND

SUBSTRUCTURES THAT MAY BE EXPOSED OR COULD BE IMPACTED BY THE WORK

AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE VA COR OR APPOINTED

FACILITY PERSONNEL TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

THAT MAY OR MAY NOT BE PRESENTED IN THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES EVEN

IF THE UTILITIES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL

REPAIR ALL DAMAGES AT THEIR OWN EXPENSE AND WILL BE RESPONSIBLE FOR ANY

ADDITIONAL DAMAGES CAUSED BY A SYSTEM BEING DOWN.

4. REFER TO DRAWING M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS.

5. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

6. REFER TO DRAWING MS102 FOR AN ENLARGED PLAN OF THE FUEL OIL PIPING.

7. REFER TO DRAWINGS MP601 & MP602 FOR PIPING FLOW DIAGRAMS.

8. REFER TO M-700 SERIES DRAWINGS FOR EQUIPMENT SCHEDULES.

9. REFER TO DRAWINGS M-801 & M-802 FOR CONTROLS.

GENERAL SHEET NOTES:

SCALE: 1" = 10'-0"

NEW 40,000 GALLON

DOUBLE WALL FIBERGLASS

UNDERGROUND TANK

NEW 40,000 GALLON

DOUBLE WALL FIBERGLASS

UNDERGROUND TANK

REFER TO DRAWING

MP111 FOR CONTINUATION

4" TANK VENT

REFER TO DRAWING MP601

FOR ALL PIPE SIZES

TANK 1

TANK 2

4" TANK VENT

NEW CAST-IN PLACE

CONCRETE TRENCH

STEAM UTILITIES

REFER TO DRAWING

MP111 FOR CONTINUATION

2" HPS

1-1/2" PC

BUILDING #37

PROPOSED NEW

GENERATOR BUILDING

CONTRACTOR SHALL COORDINATE

THE ROUTING OF THE NEW STEAM TRENCH

WITH THE EXISTING SOLAR PANEL STRUCTURES

OVER THE PARKING LOTS

OVERHEAD DOOR

REFER TO DRAWING A-112

FOR ADDITIONAL INFORMATION

2-1/2" FOR

2-1/2" FOS

2-1/2" FOS

2-1/2" FOR

2-1/2" FOS

2-1/2" FOS

PIPE SUPORT

TRENCH JOINT

NEW PRECAST CONCRETE TRENCH

FUEL OIL PIPING

BASIS OF DESIGN: TRENWA, INC

MODEL BHC3024-120 WITH LHC30-120 LID

4" FILL PORT WITH

SPILL CONTAINER

(TYPICAL FOR EACH TANK)

FIBERGLASS DOUBLE-WALL

TANK SUMP (TYP.)

NO. DESCRIPTION DATE

PLAN

NORTH

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

M-R PROJECT NO: 0499-0162

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

IMEG, CORP. 37

20 12

34, 34A

1B

2A

5B

1A

35A

7A

1C

5A

3A

MECHANICAL

SITE PLAN - ENLRGED PLAN

TANKS & NEW TRENCHES

MS102

GDSDC

1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON THE UNDERGROUND

UTILITIES SHOWN ON THIS DRAWING.

2. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND

IDENTIFY THE LOCATION OF ALL PRIVATE UNDERGROUND UTILITIES AND

SUBSTRUCTURES THAT MAY BE EXPOSED OR COULD BE IMPACTED BY THE WORK

AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE VA COR OR APPOINTED

FACILITY PERSONNEL TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

THAT MAY OR MAY NOT BE PRESENTED IN THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES EVEN

IF THE UTILITIES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL

REPAIR ALL DAMAGES AT THEIR OWN EXPENSE AND WILL BE RESPONSIBLE FOR ANY

ADDITIONAL DAMAGES CAUSED BY A SYSTEM BEING DOWN.

4. REFER TO DRAWING M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS.

5. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

6. REFER TO DRAWING MS101 FOR OVERALL SITE PLAN.

7. REFER TO DRAWING MS103 FOR MECHANICAL SITE DETAILS.

8. REFER TO DRAWINGS MP601, MP602 & MP603 FOR PIPING FLOW DIAGRAMS.

9. REFER TO M-700 SERIES FOR EQUIPMENT SCHEDULES.

10. REFER TO M-800 SERIES DRAWINGS FOR CONTROLS.

GENERAL SHEET NOTES:

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

SHEET KEYNOTES:

1. EMCO 5-GALLON DOUBLE WALL SPILL CONTAINER , EVR WITH INTEGRAL

DRAIN VALVE, CAST IRON IRON RIM & LID. MUST BE PROVIDE FULL

CONTAINMENT WITH THE SECONDARY PIPE.

2. REFER TO DETAIL 4 ON DRAWING MP502 FOR TANK CONNECTIONS.

3. CONTRACTOR SHALL COORDINATE THE TANK SUMPS WITH THE FIBERGLASS

TANK MANUFACTURER, PIPING, CONDUITS, ETC. CONTRACTOR SHALL

COORDINATE THE SUMP HEIGHT WITH THE FIELD CONDITIONS. TYPICAL FOR

BOTH TANKS.

DOUBLE-WALL TANK SUMP BASIS OF DESIGN: FRANKLIN FUELING SYSTEMS.

4. CONTRACTOR SHALL PROVIDE DOUBLE-WALL RIGID ENTRY BOOTS FOR PIPE

PENETRATIONS THROUGH THE TANK SUMP.

5. THE TANK INTERSTITIAL SPACE SHALL HAVE LEAKING MONITORING THAT IS

CONNECTED TO THE BAS SYSTEM.

6. THE TANK SUMPS SHALL HAVE LEAK MONITORING THAT IS CONNECTED TO

THE BAS SYSTEM.

2'-11 1/2"2'-0"

2'-6"6 3/4" 6 3/4"

5"

3'-7 1/2"

3'-2"

6 1/2"

1'-4"

1'-3 1/4"

1'-2"

LHC30-120

T.O.S.

2'-11 1/2"2'-0"

2'-6"6 3/4" 6 3/4"

5"

6 1/2"

1'-3"

LHC30-120

NEOPRENE

BEARING PAD

(INSTALL BEFORE

LID PLACEMENT)

2" HPS

1-1/2" PC

2'-11 1/2"2'-0"

2'-6"6 3/4" 6 3/4"

5"

6 1/2"

1'-1 3/4"8"8"

1'-3"

18 GA PRE-GALV

STEEL IMPACT CHANNEL

LHC30-120

NEOPRENE

BEARING PAD

(INSTALL BEFORE

LID PLACEMENT)

MECHANICAL

SITE DETAILS

MS103

GDSDC

NO. DESCRIPTION DATE

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

M-R PROJECT NO: 0499-0162

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

IMEG, CORP. 37

SCALE:

STEAM & CONDENSATE - CONNECTION AT EXISTING STEAM VAULT - DEMOLITION

NTS

FROM

BUILDING 13

BOILER PLANT

(E) 6" HPS

(E) 3" PC

EXISTING

STEAM VAULT

EXISTING STEAM TUNNEL

EXISTING STEAM TUNNEL

SCALE:

STEAM & CONDENSATE - CONNECTION AT EXISTING STEAM VAULT - NEW WORK

NTS

TO NEW BUILDING 37

(N) 2" HPS

(N) 1-1/2" PC

REFER TO DRAWING MS101

FOR CONTINUATION

EXISTING

STEAM VAULT

EXISTING STEAM TUNNEL

EXISTING STEAM TUNNEL

NEW PRECAST

CONCRETE TRENCH

SEE DRAWING MS101

FOR BASIS OF DESIGN INFO

FROM

BUILDING 13

BOILER PLANT

(E) 6" HPS

(E) 3" PC

EXISTING STEAM TUNNEL

EXISTING STEAM TUNNEL

(E)SUMP

(E)ACCESS LADDER

(E)ACCESS LADDER

1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON THE UNDERGROUND

UTILITIES SHOWN ON THIS DRAWING.

2. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND

IDENTIFY THE LOCATION OF ALL PRIVATE UNDERGROUND UTILITIES AND

SUBSTRUCTURES THAT MAY BE EXPOSED OR COULD BE IMPACTED BY THE WORK

AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE VA COR OR APPOINTED

FACILITY PERSONNEL TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

THAT MAY OR MAY NOT BE PRESENTED IN THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES EVEN

IF THE UTILITIES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL

REPAIR ALL DAMAGES AT THEIR OWN EXPENSE AND WILL BE RESPONSIBLE FOR ANY

ADDITIONAL DAMAGES CAUSED BY A SYSTEM BEING DOWN.

4. REFER TO DRAWING M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS.

5. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

6. REFER TO DRAWING MS101 FOR THE MECHANICAL SITE.

7. REFER TO DRAWING MS102 FOR AN ENLARGED PLAN FOR THE TANKS AND

THE FUEL OIL PIPING.

8. REFER TO DRAWINGS MP601 & MP602 FOR PIPING FLOW DIAGRAMS.

9. REFER TO M-700 SERIES DRAWINGS FOR EQUIPMENT SCHEDULES.

10. REFER TO DRAWINGS M-801 & M-802 FOR CONTROLS.

GENERAL SHEET NOTES:

SHEET KEYNOTES

:1. CONTRACTOR SHALL CUT AND REMOVE THE EXISTING HPS BACK TO THE TEE

OFF THE 6" HPS MAIN.

2. CONTRACTOR SHALL REMOVE THE EXISTING BLIND FLANGE ON THE EXISTING

PC VALVE AND CONNECT NEW PIPE.

3. NEW CORED PIPE PENETRATIONS THROUGH THE EXISTING VAULT WALL.

4. CONTRACTOR SHALL COORDINATE THE ROUTING OF THE PIPING, SUCH TO

NOT BLOCK ACCESS TO ANY DEVICES, LADDER, SUMP, ETC.

5. CONTRACTOR SHALL INSTALL 4"Ø PIPE FROM THE BOTTOM OF THE NEW

TRENCH INTO THE EXISTING VAULT FOR TRENCH DRAINAGE.

(E) 6" HPS

(E) 3" PC

SCALE:

TYPICAL STEAM TRENCH SECTION - PIPE GUIDES

3/4" = 1'-0"

SCALE:

TYPICAL STEAM TRENCH SECTION - ROLLERS

3/4" = 1'-0"

SCALE:

TYPICAL FUEL OIL - PIPE SUPPORT

3/4" = 1'-0"

(E)SUMP WITH PUMP

T

T

T

A

M-302

37-DT-3

37-DT-2

37-DT-1

37-FOP-1

37-FOF-1

GENERATOR #1

3'-0"W x 12"D TRENCH

FUEL OIL PIPE TRENCH WITH GRATING COVER

REFER TO STRUCTURAL DRAWINGS

A

M-301

2 31 4

A

B

C

GENERATOR RADIATOR

EXHAUST LOUVER

(EXTREME IMPACT RATED)

(216"W x 156"H) (TYP.3)

GENERATOR #2 GENERATOR #3

4'-0"W x 8'-0"H

CONTROL DAMPER

(TYP. 6)

B

M-301

ELECTRICAL

EQUIPMENT (TYP.)

OVERHEAD DOOR

OVERHEAD DOOR

4" THICK CONCRETE

HOUSEKEEPING PAD (TYP.)

GEM-1

GEM-2

GEM-3

(GENERATOR EXHAUST

MUFFLER)

(GENERATOR EXHAUST

MUFFLER)

(GENERATOR EXHAUST

MUFFLER)

MOUNT 8 FT. AFF

4'-0"W x 8'-0"H

CONTROL DAMPER

(TYP. 6)

INSULATED SHEETMETAL

GENERATOR RADIATOR

EXHAUST PLENUM.

TYP. 3

SOUND ATTENUATOR

(216"W x 156"H x 36"L) (TYP.3)

GENERATOR RADIATOR

CONTROL DAMPER

(216"W x 156"H) (TYP. 3)

EXHAUST AIR

(TYP.3)

37-CRU-1 37-HP-1B

37-FT-1

MOUNT 8'-0" AFF

(SUH-1)

(37-HP-1B)

(37-RTU-1)

37-SUH-1

GENERATOR

ROOM

SWITCHGEAR

ROOM

FIRE RISER

ROOM

37-HP-1A/B 1

(ON SWITCHGEAR LID)

REFER TO STRUCTURAL

DRAWING S-101 FOR

ADDITIONAL DETAILS FOR

MOUNTING LOUVER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

NORTH

ENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:5

A

M

MQ111

MECHANICAL

EQUIPMENT PLAN

GROUND FLOOR

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 DC GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

SCALE: 1/4" = 1'-0"1 EQUIPMENT PLAN - GROUND FLOOR

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR SYMBOLS AND ABBRVIATIONS.

2. REFER TO DRAWINGS M-600 SERIES FOR FLOW DIAGRAMS

3. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

4. REFER TO DRAWINGS M-800 FOR CONTROLS.

5. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

CONDITIONS, DIMENSIONS, ETC. AT THE JOB SITE.

1 CONTRACTOR SHALL PROVIDE EQUIPMENT RAILS FOR UNIT. UNIT LOCATED ON THE

LID OF THE SWITCHGEAR ROOM. PROVIDE REFRIGERANT LIQUID AND SUCTION

LINES BETWEEN CONDENSING UNIT AND INDOOR UNIT. SEAL OPENINGS THROUGH

ALL RATED ASSEMBLIES. INSTALL REFRIGEERANT LINES PER MANUFACTURER'S

WRITTEN INSTRUCTIONS.

2 CONTRACTOR SHALL INSTALL CONDENSATE PUMP AND ROUTE PIPING TO THE

EXTERIOR AND PROVIDE SPLASH BLOCK. REFER TO SCHEDULE DRAWING FOR

ADDITIONAL INFORMATION. COORDINATE WITH ALL TRADES.

SHEET KEYNOTES:

A

M-301

2 31 4

A

B

C

37-EF-1

(70"W x 144"L) (70"W x 144"L) (70"W x 144"L)

37-GIH-1 37-GIH-2 37-GIH-3

ROOF ACCESS

HATCH

B

M-301

PROVIDE EQUIPMENT RAILS FOR 37-CU-1

REFER TO THE EQUIPMENT SCHEDULE FOR

ADDITIONAL INFORMATION

37-CU-1

37-RTU-1

37-EF-2

PROVIDE EQUIPMENT CURB FOR 37-RTU-1

REFER TO THE EQUIPMENT SCHEDULE FOR

ADDITIONAL INFORMATION

OUTDOOR AIR

INTAKE HOOD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

NORTH

ENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:5

A

M

MQ131

MECHANICAL

EQUIPMENT PLAN

ROOF

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 DC GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS & SYMBOLS.

2. REFER TO DRAWINGS MP600 SERIES FOR FLOW DIAGRAMS

3. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

4. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

CONDITIONS, DIMENSIONS, ETC. AT THE JOB SITE.

SCALE: 1/4" = 1'-0"1 EQUIPMENT PLAN - ROOF

T

T

A

M-302

A

M-301

37-DT-1

37-DT-3

37-DT-2

37-FOF-1

37-FOP-1

2 31 4

A

B

C

GENERATOR RADIATOR

EXHAUST LOUVER

(EXTREME IMPACT RATED)

(216"W x 156"H) (TYP.3)

VENTILATION/COMBUSTION AIR

INTAKE LOUVERS

EXTREME IMPACT RATED (TYP. 13)

REFER TO WALL SECTION F5 ON DRAWING A-305

FOR ADDITIONAL INFORMATION

37-GEN-1 37-GEN-2 37-GEN-3

FUEL OIL

PIPE TRENCH

C

M-301

20" I.D. GENERATOR

EXHAUST DUCT

UP THRU. ROOF.

4'-0"W x 8'-0"H

CONTROL DAMPER

(TYP. 6)

B

M-301

20" I.D. GENERATOR

EXHAUST DUCT

UP THRU. ROOF.

20" I.D. GENERATOR

EXHAUST DUCT

UP THRU. ROOF.

GEM-3GEM-2GEM-1

70"W x 144"H DUCT

DOWN FROM ROOF

70"W x 144"H DUCT

DOWN FROM ROOF

70"W x 144"H DUCT

DOWN FROM ROOF. OVERHEAD DOOR

OVERHEAD DOOR

(RTU-1)

(SUH-1)

16x16 EXH. DUCT

UP TO 37-EF-1

ON THE ROOF

PROVIDE WIRE SCREEN

INSULATED SHEETMETAL

GENERATOR RADIATOR

EXHAUST PLENUM.

TYP. 3

SOUND ATTENUATOR

(216"W x 156"H) (TYP.3)

GENERATOR RADIATOR

CONTROL DAMPER

(216"W x 156"H) (TYP. 3)

3'-4"W x 6'-0"H

SOUND ATTENUATOR (TYP.)

CONTROL DAMPER (TYP.)

EXHAUST AIR

(TYP.3)

COMBUSTION/VENTILATION

AIR IN (TYP.)

24x16 SA

24x16 SA

57x9 SA DOWN

FROM 37-RTU-1

TRANSITION TO 24x30

37-FT-1

37-CRU-1

37-HP-1B

(37-HP-1A)

(37-RTU-1)

37-SUH-1

16x16 EXH. DUCT

UP TO 37-EF-2

ON THE ROOF

PROVIDE WIRE SCREEN

MOD-1A MOD-2A MOD-3A

D-3B

D-3C

D-2B

D-2C

D-1B

D-1C

WALL SLEEVE

(TYP.)

GENERATOR

ROOM

SWITCHGEAR

ROOM

FIRE RISER

ROOM

16x12 SA

16x12 SA

SG-1

800 CFM

SG-1

800 CFM

SG-1

800 CFM

SG-1

800 CFM

SG-1

800 CFM

SG-1

800 CFM

SG-1

815 CFM

SG-1

800 CFM

MOD-3A

MOD-3M

37-HP-1A/B 2

BAS PANEL

(37-SA-1A) (37-SA-1B) (37-SA-1C)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

NORTH

ENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:0

:0

A

M

MH111

MECHANICAL

DUCTWORK PLAN

GROUND FLOOR

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 JK GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

SCALE: 1/4" = 1'-0"1 DUCTWORK PLAN - GROUND FLOOR

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS & SYMBOLS.

2. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

3. REFER TO DRAWINGS MP600 SERIES FOR FLOW DIAGRAMS

4. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

5. REFER TO DRAWINGS M-801 & M-802 FOR CONTROLS.

6. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

CONDITIONS, DIMENSIONS, ETC. AT THE JOB SITE.

1 INSTALL 70"W x 144"H CONTROL DAMPER. MOUNT TO THE BOTTOM OF THE SOUND

ATTENUATOR. SEE SECTION A ON DRAWING M-302. REFER TO DRAWING M-802 FOR

CONTROLS INFORMATION.

2 CONTRACTOR SHALL PROVIDE EQUIPMENT RAILS FOR UNIT. UNIT LOCATED ON THE

LID OF THE SWITCHGEAR ROOM. PROVIDE REFRIGERANT LIQUID AND SUCTION

LINES BETWEEN CONDENSING UNIT AND INDOOR UNIT. SEAL OPENINGS THROUGH

ALL RATED ASSEMBLIES. INSTALL REFRIGEERANT LINES PER MANUFACTURER'S

WRITTEN INSTRUCTIONS.

3 CONTROL DAMPERS. REFER TO DETAIL 1 ON DRAWING M-802 FOR CONTROLS

INFORMATION.

4 THERMOSTAT CONTROLS DAMPERS: D-1B/C, D-2B/C AND D-3B/C. REFER TO DETAIL

1 ON DRAWING M-802 FOR CONTROLS INFORMATION.

M-302

A

M-301

2 31 4

A

B

C

37-EF-1

37-GIH-337-GIH-237-GIH-1

(GRAVITY INTAKE HOOD) (GRAVITY INTAKE HOOD) (GRAVITY INTAKE HOOD)

20" I.D. GENERATOR

EXHAUST DUCT UP FROM

BELOW. EXTEND UP TO

20 FT. ABOVE ROOF

20" I.D. GENERATOR

EXHAUST DUCT UP

FROM BELOW. EXTEND UP TO

20 FT. ABOVE THE ROOF

70"L x 144"L DUCT DOWN

TO 12" BELOW ROOF.

PROVIDE BIRD SCREEN.

TYP. 3

ROOF ACCESS

HATCH

B

M-301

PROVIDE ROOF CURB

REFER TO DRAWING M-701

FOR ADDITIONAL INFORMATION

(TYP.)

PROVIDE ROOF CURB

REFER TO DRAWING M-701

FOR ADDITIONAL INFORMATION (TYP.)

37-RTU-1

37-CU-1

57x9 SA DUCT DOWN

RE: DWG MH111

37-EF-2

REFER TO DETAIL 3 ON

DRAWING M-502

(TYP.)

PROVIDE EQUIPMENT RAILS FOR 37-CU-1

REFER TO THE EQUIPMENT SCHEDULE FOR

ADDITIONAL INFORMATION

PROVIDE EQUIPMENT CURB FOR 37-RTU-1

REFER TO THE EQUIPMENT SCHEDULE FOR

ADDITIONAL INFORMATION

OUTDOOR AIR

INTAKE HOOD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

NORTH

ENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:5

A

M

MH131

MECHANICAL

DUCTWORK PLAN

ROOF

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 JK GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

SCALE: 1/4" = 1'-0"1 DUCTWORK PLAN - ROOF

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS & SYMBOLS.

2. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

3. REFER TO DRAWINGS MP600 SERIES FOR FLOW DIAGRAMS

4. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

5. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

T

T

A

M-302

A

M-301

2 31 4

A

B

C

37-FOF-1

37-DT-2

37-FOP-1

37-DT-3

37-DT-1

GENERATOR #1 GENERATOR #2 GENERATOR #3

C

M-301

B

M-301

(N)2" FOR

(N)2" FOS

(N)2" FOR

(N)2" FOS

(N)2" FOR

(N)2" FOS

(N)2" FOS

(N)2" FOS

(N)2" FOR

(N)2" FOS

(N)2" FOS (N)2" FOS

(N)2" FOR

(N)2 1/2" FOR

(N)2 1/2" FOS

(N)2 1/2" FOR

(N)2 1/2" FOR

(N)2 1/2" FOR

FUEL OIL

PIPE TRENCH

4" THICK CONCRETE

HOUSEKEEPING PAD

REFER TO STRUCTURAL DRAWINGS

OVERHEAD

DOOR

OVERHEAD DOOR

GENERATOR RADIATOR

EXHAUST PLENUM

REFER TO DRAWING MH111

FOR ADDTIONAL INFORMATION.

TYPICAL FOR EACH GENERATOR

PIPE RISE

UP OUT OF

TRENCH (TYP.)

REFER TO DRAWINGS MS101 & MS102

FOR CONTINUATION

REFER TO THE EQUIPMENT

SCHEDULES FOR MOUNTING HEIGHTS

(N)2 1/2" FOR

PRECAST CONCRETE TRENCH

REFER TO DRAWING MS102 FOR

INFORMATION

(N)1 1/2" MPS

1-1/2" MPS

UP TO ROOF

RE: DWG: MP131

37-PRV-1

2" HPS

UP FROM PIT

DRIP LEG AT BOTTOM.

1-1/2" PC

DOWN IN PIT

REFER TO DRAWING

MS101 FOR

CONTINUATION

37-CRU-1

37-FT-1

2-1/2" VTR

2" DAY TANK VENT

2-1/2" VTR

PIPING PIT

REFER TO STRUCTURAL

DRAWING S

37-HP-1B

37-RTU-1

37-SUH-1

2"SV UP FROM 37-SV-1

UP THRU ROOF

(N)1 1/2" MPR

1-1/4" MPR DOWN

FROM 37-RTU-1

RE: DWG. MP131

(N)1 1/2" MPR

(N)3/4" MPS

37-SUH-1

(N)3/4" MPS

(N)3/4" MPR

GENERATOR

ROOM

SWITCHGEAR

ROOM

FIRE RISER

ROOM

37-HP-1A/B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

NORTH

ENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:5

A

M

MP111

MECHANICAL

PIPING PLAN

GROUND FLOOR

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 JK GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

SCALE: 1/4" = 1'-0"1 PIPING PLAN - GROUND FLOOR

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS & SYMBOLS.

2. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

3. REFER TO DRAWINGS MP600 SERIES FOR FLOW DIAGRAMS

4. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

5. REFER TO DRAWINGS M-801 & M-802 FOR CONTROLS.

6. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

CONDITIONS, DIMENSIONS, ETC. AT THE JOB SITE.

1 CONTRACTOR SHALL PROVIDE FLEXIBLE CONNECTION BETWEEN STEEL PIPING

AND THE GENERATOR FUEL OIL CONNECTIONS.

2 CONTRACTOR SHALL INSTALL A WATER SENSOR IN THE BOTTOM OF THE PIT.

SENSOR TO BE MONITORED BY THE BAS. IF SENSOR DETECTS WATER, IT SHALL

SEND AN ALARM TO THE BAS.

M-302

A

M-301

2 31 4

A

B

C

B

M-301

1-1/2" MPS

UP FROM BELOW

RE: DWG MP111

37-RTU-1

37-CU-1

2-1/2" V UP

FROM FLASH TANK

2-1/2" V UP

FROM 37-CRU-1

OA INTAKE

HOOD

37-EF-1

2"SV UP

FROM 37-SV-1

1-1/4" MPR DOWN

TO BELOW

RE: DWG. MP111

37-EF-2

7/8" RL

1-5/8" RS

ROOF ACCESS

HATCH

PIPE

SUPPORT

(TYP.)

1-1/4" COND. COIL DRAIN

SLOPE 1/8" = 1'-0"

REFER TO DETAIL 8 ON

DRAWING MP502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

NORTH

ENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:5

A

M

MP131

MECHANICAL

PIPING PLAN

ROOF

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 Checker Author

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS, NOTES & SYMBOLS.

2. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

SCALE: 1/4" = 1'-0"1 PIPING PLAN - ROOF

GROUND FLOOR

0' - 0"

A

M-302

COMBUSTION/VENTILATION AIR

EXTREME IMPACT INTAKE LOUVER (TYP.)

2 31 4

C

M-301

ROOF

19' - 6"

B

M-301

FUEL OIL PIPING

REFER TO DRAWINGS MS101

AND MP111 FOR ADDITIONAL INFORMATION

CATWALK LEVEL

12' - 4"

GROUND FLOOR

0' - 0"

ABC

ROOF

19' - 6"

20" I.D. GENERATOR

EXHAUST DUCT

37-GIH-1

(GRAVITY INTAKE HOOD)

GENERATOR

EXHAUST MUFFLER

GENERATOR

37-DT-337-DT-2

FUEL OIL

PIPING IN TRENCH

37-FOF-1

4'-0"W x 8'-0"H

CONTROL DAMPER

INSULATED GENERATOR RADIATOR

EXHAUST PLENUM

GENERATOR

ROOM

EXTREME IMPACT

LOUVER

SOUND ATTENUATOR

CONTROL DAMPERS 37-FOP-1

FUEL OIL PIPING

TO UNDERGROUND TANKS

REFER TO DRAWING MS101

FOR CONTINUATION

ROOF CURB

REFER TO DRAWING M-701

FOR ADDITONAL INFORMATION

70"W x 144"L

CONTROL DAMPER

REFER TO DETAIL 3

ON DRAWING MP502

GENERATOR RADIATOR

EXHAUST LOUVER

(EXTREME IMPACT RATED)

(216"W x 156"H)

GENERATOR RADIATOR

EXHAUST AIR

GENERATOR MUFFLER

EXHAUST AIR

216"W x 156"H

CONTROL DAMPER

70"W x 144"L x 3'-0"L

SOUND ATTENUATOR

CATWALK LEVEL

12' - 4"

37-FT-1

16x12 SA

(N)1 1/2" MPS

(N)1 1/2" MPR

REFER TO DRAWINGS

MP601 & MP602 FOR PIPING LAYOUT

(N)3/4" MPR

(N)3/4" MPS

(N)1 1/2" PC

(N)2 1/2" V

(N)2 1/2" V

TO ALLOW FOR EXPANSION THE

GENERATOR EXHAUST STACK

MUST NOT BE ATTACHED TO

THE SUPPORT STRUCTURE

REFER TO DETAIL 3

ON DRAWING MP502

SUPPORT CURB

REFER TO STRUCTURAL DWGS.

REFER TO

STRUCTURAL DETAIL

1 ON DRAWING S-513

FOR STACK SUPPORT

STRUCTURE

GROUND FLOOR

0' - 0"

C

ROOF

19' - 6"

CONTROL DAMPER

SOUND ATTENUATOR

EXTREME IMPACT

LOUVER

ACCESS PLATFORM

CATWALK LEVEL

12' - 4"

GALVANIZED SHEET METAL

WALL SLEEVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEERENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:0

A

M

M-301

MECHANICAL

BUILDING ELEVATIONS AND SECTIONS

CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 JK GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

SCALE: 1/4" = 1'-0"A BUILDING ELEVATION - SOUTH

SCALE: 1/4" = 1'-0"B BUILDING SECTION AT GENERATOR

SCALE: 1/4" = 1'-0"C SECTION @ INTAKE LOUVER

1 CONTRACTOR SHALL SUPPORT THE GENERATOR RADIATOR EXHAUST PLENUM

INCLUDING DAMPERS FROM THE FLOOR. CONTRACTOR SHALL COORDINATION THE

DIMENSIONS OF THE PLENUM WITH THE APPROVED EQUIPMENT SUBMITTAL.

2 CONTRACTOR SHALL PROVIDE AND INSTALL PIPES/ELBOWS AND FLEXIBLE

CONNECTIONS AS REQUIRED FROM THE GENERATOR TO THE GENERATOR

MUFFLER. PIPES, ELBOWS AND FLEXIBLE CONNECTIONS TO BE INCLUDED FROM

THE MUFFLER MANUFACTURER.

SHEET KEY NOTES:

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS & SYMBOLS.

2. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

3. REFER TO DRAWINGS MP600 SERIES FOR FLOW DIAGRAMS

4. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

5. REFER TO DRAWINGS M-801 & M-802 FOR CONTROLS.

6. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,

GROUND FLOOR

0' - 0"

ABC

ROOF

19' - 6"

GENERATOR EXHAUST MUFFLER

TYPICAL 3.

20" I.D. GENERATOR

EXHAUST DUCT

37-GIH-3

GENERATOR

FIRE RISER

ROOM

GENERATOR

ROOM

GENERATOR RADIATOR

EXHAUST LOUVER

(EXTREME IMPACT RATED)

(216"W x 156"H)

INSULATED GENERATOR RADIATOR

EXHAUST PLENUM

FUEL OIL PIPING

IN TRENCH.

RE: DRAWING MP111

GEM-3

VENTILATION/COMBUSTION AIR

INTAKE LOUVERS

EXTREME IMPACT RATED (TYP. 13)

216"W x 156"H

CONTROL DAMPER

REFER TO DETAIL 3

ON DRAWING MP502

M

IN

IM

U

M

ROOF CURB

REFER TO DRAWING M-701

FOR ADDITONAL INFORMATION

SOUND ATTENUATOR

CONTROL DAMPER

70"W x 144"L CONTROL DAMPER

4'-0"W x 8'-0"H

CONTROL DAMPER

70"W x 144"L x 3'-0"L

SOUND ATTENUATOR

CATWALK LEVEL

12' - 4"

16x12 SA

37-RTU-1

ROOF CURB

REFER TO SCHEDULE DRAWINGS

FOR ADDITIONAL INFORMATION

REFER TO DETAIL 3

ON DRAWING MP502

REFER TO DETAIL 3

FOR PIPING TO STEAM UNIT HEATER

SUPPORT CURB

REFER TO STRUCTURAL DWGS.

(N)3/4" MPS

(N)3/4" MPR

REFER TO DETAIL 1

ON STRUCTURAL

DRAWING S-513 FOR

STACK SUPPORT

STRUCTURE

MAIN BAS PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

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

MILLER-REMICK LLC

PROFESSIONAL ENGINEERENGINEER OF RECORD

M-R PROJECT NO:

Civil:

IMEG, CORP.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)

A u to d e s k D o c s /W ic h it a

C e n tr a liz e d E m e rg e n c y P o w e r/

-0

W ic h it a C e n tr a liz e d

E m e rg e n c y P o w e r-

M E

P -R

.r v t

/2

/2

:5

:0

A

M

M-302

MECHANICAL - BUILDING SECTION CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26 JK GDS

BID DOCUMENTS

FULLY SPRINKLERED

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

0499-0162

SCALE: 1/4" = 1'-0"A BUILDING SECTION - GENERATOR EXHAUST

1 CONTRACTOR SHALL SUPPORT THE GENERATOR RADIATOR EXHAUST PLENUM

INCLUDING DAMPERS FROM THE FLOOR. CONTRACTOR SHALL COORDINATION THE

DIMENSIONS OF THE PLENUM WITH THE APPROVED EQUIPMENT SUBMITTAL.

SHEET KEY NOTES:

GENERAL SHEET NOTES:

1. REFER TO DRAWING M-001 FOR MECHANICAL ABBREVIATIONS & SYMBOLS.

2. REFER TO DRAWING M-002 FOR MECHANICAL NOTES.

3. REFER TO DRAWINGS MP600 SERIES FOR FLOW DIAGRAMS

4. REFER TO DRAWINGS M-700 SERIES FOR EQUIPMENT SCHEDULES.

5. REFER TO DRAWINGS M-801 & M-802 FOR CONTROLS.

6. DO NOT SCALE THE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES,