36C26118R0487-0002041.pdf

V

HWR

HWS

DOWN

CHR

CHS

GENERAL NOTES:MECHANICAL SYMBOL LEGENDABBREVIATIONS

VALVE ASSEMBLY

XX - ## NUMBERS REFER TO SPECIFIC EQUIPMENT

SYMBOL INDICATES NEW EQUIPMENT

EQUIPMENT SYMBOLS

IDENTIFIED IN EQUIPMENT SCHEDULE

CFM

SYMBOL INDICATES GRILLE OR

DIFFUSER IDENTIFIED IN EQUIPMENT

SCHEDULE

SIDEWALL GRILLE DIMENSION WHERE

SHOWN ON PLANS

LETTERS REFER TO THE EQUIPMENT TYPE

ACCESS DOOR

AIR CONDITIONING UNIT

ABOVE FINISHED FLOOR

ACOUSTIC LINING

ACU

AD

AFF

AL

BOP

BOD

BOTTOM OF PIPE

BOTTOM OF DUCT

CUBIC FEET PER MINUTE

CLEANOUT

CFM

CO

MOTOR CONTROL CENTERMCC

NOT APPLICABLE

NOT IN CONTRACT

NUMBER (QUANTITY)

NA

NIC

NO.

OUTSIDE AIR

OPPOSED BLADE DAMPER

OA

OBD

PSIG

PRV PRESSURE REDUCING VALVE

POUNDS PER SQUARE INCH GAGE

QUADRANT

QUANTITYQTY

QUAD

RETURN AIRR.A.

SMOKE CONTROL DAMPER SCD

EXHAUST EXH

FLAT TOP

FEET PER MINUTE

FT

FPM

DEGREES FAHRENHEIT

FAN COIL UNIT

FLOOR DRAIN

FLEXIBLE

FCU

FD

FLEX

°F

TOPT TOP OF PIPE TRAPEZE

VENT THRU ROOFVTR

VEL

VAV VARIABLE AIR VOLUME

VELOCITY

GALLONS PER HOUR

GALLONS PER MINUTE

GPH

GPM

HAND DAMPER (VOLUME DAMPER)

HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HD

HEPA

INCHESIN

MAKE-UP WATER

CONDENSATE DRAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

HEATING WATER RETURN

HEATING WATER SUPPLY

PIPING SYMBOLS

DIRECTION OF FLOW

DIRECTION OF PIPE PITCH (DOWN) WATER FLOW MEASURING DEVICE

PLUG VALVE

VALVE SYMBOLS

GATE VALVE

GLOBE VALVE

CHECK VALVE

PRESSURE REDUCING VALVE

THREE-WAY MODULATING CONTROL VALVE

TWO-WAY CONTROL VALVE

SAFETY VALVE OR PRESSURE RELIEF

MANUAL AIR VENT

SOLENOID VALVE

3/4" GATE VALVE WITH ADAPTER TO 3/4"

HOSE THREAD

BUTTERFLY VALVE

BALL VALVE

VALVE IN RISE

WCO

WH

WALL CLEANOUT

WALL HYDRANT

V

VAC

VOLTS

VOLTS, ALTERNATING CURRENT

TP TOTAL PRESSURE (INCHES OF WATER)

SP STATIC PRESSURE (INCHES OF WATER)

Rh

RPM

RELATIVE HUMIDITY

REVOLUTIONS PER MINUTE

KWH

KW KILOWATT

KILOWATT HOUR

HB HOSE BIBB

FS FLOOR SINK

FCO FLOOR CLEANOUT

ENT ENTERING

DX DIRECT EXPANSION

BTU

BTUH

BRITISH THERMAL UNIT

BTU PER HOUR

BHP BRAKE HORSEPOWER

VENT

SECTION SYMBOLS

SDVV SINGLE DUCT VARIABLE VOLUME

ST SOUND TRAP

TYP. TYPICAL

CONT. CONTINUATION

D DRAIN

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

FT. FEET

F.G. FILTER GAUGE

FB FLAT BOTTOM

MA MAIN AIR (CONTROLS)

NOTE: NOT ALL ABBREVIATIONS AND

SYMBOLS APPLY TO THIS PROJECT.

CD

ALL PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN FURRED CHASES

OR SUSPENDED CEILINGS, UNLESS OTHERWISE NOTED.

PROVIDE 1/2" MANUAL AIR VENTS AT ALL HIGH POINTS OF CLOSED SYSTEM PIPING AND

1/2" MANUAL DRAIN VALVES WITH HOSE CONNECTION AT LOW POINTS AS REQUIRED TO

PROVIDE COMPLETE SYSTEM DRAINAGE. WHERE DRAIN VALVES OCCUR ABOVE CEILING

AREAS AND IN AREAS OUTSIDE MECHANICAL RANGE PROVIDE HOSE CONNECTION ON

VALVE.

REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE RATED

AND/OR SMOKE RATED WALLS AND ASSEMBLIES. ALL PIPE AND DUCTWORK

PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT

TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL.

CONTRACTOR SHALL COORDINATE ALL DUCTWORK, PIPING, PLUMBING AND FIRE

PROTECTION PIPING WITH STRUCTURAL AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT

ACCESS AND SERVICEABILITY.

CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, AND

HANGING DEVICES FOR INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT, AND

PIPING, ETC. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ALL

BUILDING TRADES TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND

SERVICEABILITY.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY

MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT, ETC., AS MAY BE REQUIRED TO

ADEQUATELY SUPPORT THE MECHANICAL PIPING, DUCTWORK, AND EQUIPMENT IN A

MANNER APPROVED BY THE ARCHITECT, WHICH WILL NOT OVERLOAD THE BUILDING

STRUCTURAL SYSTEM.

WHERE SIZES ARE INDICATED FOR EXISTING PIPES, THESE SIZES ARE APPROXIMATE.

VERIFY IN FIELD

SEE SPECIFICATION SECTION 230593, TESTING, ADJUSTING, & BALANCING OR

MECHANICAL SYSTEMS FOR ADDITIONAL DESCRIPTION AND REQUIREMENTS.

1.

2.

3.

6.

7.

8.

XX - #

##x#

SINGLE LINE PIPE SYMBOLS

DOUBLE LINE PIPE SYMBOLS

BALL VALVE

CHECK VALVE

BUTTERFLY VALVE

ELBOW - DOWN

ELBOW - UP

PIPE RISE - DROP

ELBOW - DOWN TO TEE

TEE - DOWN

TEE - UP

ELBOW - UP TO TEE

END CAP

FLEX CONNECTION

PIPE REDUCER - CONCENTRIC

PIPE REDUCER - ECCENTRIC

PIPE STRAINER

UNION - SCREWED

AIR VENT - AUTOMATIC

AIR VENT - MANUAL

GAUGE - DIFFERENTIAL

GAUGE - PRESSURE

GAUGE - PRESSURE

GAUGE - PRESSURE WITH COCK

GAUGE - TEMPERATURE

PIPE - CAPPED WITH SHUT-OFF VALVE

PIPE ANCHOR

PIPE EXPANSION JOINT

P

PS

A

F

PS

TS

PIPE GUIDE

SENSOR - FLOW

SWITCH - FLOW

SWITCH - PRESSURE

SWITCH - TEMPERATURE

TEMPERATURE - PRESSURE TEST FITTING

THERMOMETER

THERMOMETER WELL

SECTION NUMBER

DRAWING NUMBER WHERE DETAILED

DETAIL LOCATION

DRAWING NUMBER WHERE DETAILED

X#

X###

X#/X###

DETAIL LOCATION X#

SECTION LOCATION X#

SECTION

DETAIL

SCALE

SCALE

FITTING SYMBOLS

RS REFRIGERATION SUCTION

RL REFRIGERATION LIQUID

VALVE - BALL LEVER

VALVE - GATE MANUAL

VALVE - BUTTERFLY MOTORIZED

VALVE - GLOBE MANUAL

VALVE - GLOBE LEVER

VALVE - PLUG LEVER

VALVE - PLUG MANUAL

VALVE - PRESSURE REGULATING

VALVE - CHECK

VALVE - PRESSURE RELIEF

TWS TOWER WATER SUPPLY

TWR TOWER WATER RETURN

TWB TOWER WATER BYPASS

HPS STEAM - HIGH PRESSURE SUPPLY

HPR STEAM - HIGH PRESSURE RETURN

LPR STEAM - LOW PRESSURE RETURN

CND STEAM - CONDENSATE RETURN

PC STEAM - PUMPED CONDENSATE

R REFRIGERATION

MU

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

DRAIND

SOLENOID VALVE

PLUG VALVE

GATE VALVE

DIAPHRAGM VALVE

GLOBE VALVE

CIRCUIT SETTER

STEAM TRAP INVERTED BUCKET

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

RELIEF VALVE

PRESSURE REDUCING VALVE

ELBOW - DOWN

ELBOW - UP

PIPE RISE - DROP

ELBOW - DOWN TO TEE

TEE - DOWN

END CAP

PIPE REDUCER - CONCENTRIC

PIPE REDUCER - ECCENTRIC

UNION - SCREWED

SINGLE LINE PIPE SYMBOLS

DOUBLE LINE PIPE SYMBOLS

PIPE STRAINER

THE DEMOLITION DRAWINGS REFLECT INFORMATION ON EXISTING BUILDING SERVICES

GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MAINTENANCE PERSONNEL AND

PREVIOUS CONSTRUCTION DRAWINGS. THE EXACT LOCATION, ARRANGEMENT, AND

SIZES OF PIPE LINES AND DUCTWORK IN THE EXISTING BUILDING MAY BE DIFFERENT

FROM THAT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF EXISTING BUILDING

SERVICES FOR REMOVALS WITH THE COR AUTHORIZED REPRESENTATIVE AND SHALL

CONFORM TO THEIR REQUIREMENTS.

DISRUPTION OF NORMAL HOSPITAL ACTIVITIES ARE TO BE KEPT TO AN ABSOLUTE

MINIMUM. DUST, DEBRIS, AND FUMES SHALL BE CONTROLLED SO AS NOT TO AFFECT

THE HEALTH AND SAFETY OF OCCUPIED AREAS WITHIN THE MEDICAL CENTER WHICH

ARE OUTSIDE THE AREA OF WORK. COORDINATE WITH THE ARCHITECT AND THE

OWNER'S REPRESENTATIVE WITH REGARD TO ALL ACTIVITIES TO BE CONDUCTED

OUTSIDE OF THE REMODEL AREA WHICH MAY AFFECT THE OPERATION OF THE MEDICAL

CENTER. THE CONTRACTOR SHALL PROVIDE TEMPORARY VENTILATION (MAINTAIN WORK

ZONE AT NEGATIVE PRESSURE), FILTRATION, AIR PURIFIERS, DUST SCREENS, ETC. FOR

ALL WORK AREAS AFFECTED BY DEMOLITION FOR NEW INSTALLATION TO MINIMIZE DUST

AND FUMES. SOME ASPECTS OF THE WORK WILL BE REQUIRED TO BE PERFORMED

DURING OFF NORMAL HOURS, INCLUDING NIGHTS AND WEEKENDS.

THE CONTRACTOR SHALL PRESENT AN AREA BY AREA WORK PLAN WELL IN ADVANCE TO

THE ARCHITECT AND THE COR'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR

TO BEGINNING WORK. THE WORK PLAN SHALL INCLUDE AN OUTLINE OF ALL ACTIVITIES

OF ALL SUBCONTRACTORS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S

AUTHORIZED REPRESENTATIVE TO ESTABLISH ACCEPTABLE ROUTING AND ACCESS

WITHIN THE MEDICAL CENTER FOR MATERIALS REQUIRED FOR THE NEW INSTALLATION.

ALL TEST AND MEASUREMENT TRAVERSE LOCATIONS SHALL BE CLEARLY NOTED ON

FLOOR PLANS WHICH SHALL BE INCLUDED WITH THE TEST AND MEASUREMENT DATA.

ALL DATA OBTAINED VIA TESTING AND MEASURING OF THE EXISTING AIR HANDLING UNIT,

AND THE ASSOCIATED RETURN/RELIEF FAN, SUPPLY AIR DUCTS, EXHAUST, AND RETURN

AIR DUCTS PRIOR TO COMMENCING THE DEMOLITION AND/OR NEW WORK SCOPE OF

WORK SHALL BE UTILIZED TO ESTABLISH NEW HVAC SYSTEM PERFORMANCE AND

BALANCE DATA FOR THE RENOVATION. DATA SHALL BE FORWARDED TO THE PROJECT

ENGINEER FOR REVIEW AND COMMENT PRIOR TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES

INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, FURNITURE, AND ARCHITECTURAL.

ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT PRIOR TO

START OF WORK.

A

B

C

D

E

F

G

GENERAL DEMO NOTES:

ACCESS DOORAD

AIR HANDLING UNIT AHU

COMPRESSED AIR

CONDENSATE DRAIN

CA

CD

DETAIL REFERENCE

SECTION AND DETAIL TITLES

MPS STEAM - MEDIUM PRESSURE SUPPLY

MPR STEAM - MEDIUM PRESSURE RETURN

LPS STEAM - LOW PRESSURE SUPPLY

SCAN OR PHOTO NUMBER

LIDAR SCAN OR PHOTO

FUTURE PIPE

EXISTING(E)

(N) NEW

(F) FUTURE

RR REFRIGERATION RELIEF

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R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/V

A F re sn o C hi lle r P la nt

M P

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D D

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M-001

MECHANICAL LEGEND

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

NO REVISIONS DATE

Digitally signed by Richard J. Reif Date: 2018.02.06 08:42:49-07'00'

DN

UP

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

SOLAR PANELS

SOLAR PANELS

H

H H H H H

HH

HH

H H H H H H

H

H

HHHHH

H

H

H

H

H

AREA OF WORK

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

AREA OF WORK

AREA OF WORK

PHASE 1

ADD ALTERNATE SEE SHEET MS101.5

B25

B31

(CLC)

B2

B22

B22A

B36 B3

B8

B7

LOT C

LOT A

B1

B19

LOT D

B34

B17

B24

BREEZEWAY

LOT E

B32

P H

A S

E

S E

E S

H E

E T

M S

1.

P H

A S

E

S E

E S

H E

E T

M S

1.

P H

A S

E

S E

E S

H E

E T

M S

1.

P H

A S

E

S E

E S

H E

E T

M S

1.

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

OPC

SEE PLAN

2/M-103

SEE PLAN

1/M-103

SEE PLAN 2/M-102 AND

ROOF PLAN 3/M-104

SEE PLAN 1/M-101 AND

ROOF PLAN 1/M102

SEE PLAN

2/M-104

SEE PLAN

1/M-104

B27

LOT B

LOT C

10" CHS

10" CHR

10" CHR

10" CHS

4" CHR

4" CHS

B2

B22

B1

B24

B36

B24

AUDITORIUM

B25

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ME X I C

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R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

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C hi lle r

P la nt P

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MS101

MECHANICAL SITE PLAN

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

GENERAL SHEET NOTES

A CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS

ARE COORDINATED WITH THE COR 30 DAYS IN ADVANCE

AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR

TO INTERRUPTION.

B A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE

INTERRUPTION DATES WITH DURATIONS, AND DETAILED

PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO

THE START OF WORK. THIS SUBMITTAL MUST BE

ACCEPTED BY THE COR PRIOR TO THE START OF WORK.

C FUTURE WORK IS CONSIDERED NIC EXCEPT THAT UTILITY

BANK ENCLOSURE IS TO BE PROVIDED AS DESIGNED.

D COORDINATE UTILITY VALVES, JACKET SEAMS, GAUGES,

AND TEST PORTS WITH ACCESS PANELS. CENTER

SERVICE POINT IN ACCESS PANEL TO MAXIMIZE ACCESS.

E ALL PIPING TO BE PAINTED AND LABELED PER VA UTILITY

STANDARD AND AS IDENTIFIED IN THE PAINTING

SPECIFICATION 09900.

F CONTRACTOR TO SUBMIT PROPOSED UTILITY STACKING

CONFIGURATION FOR COR REVIEW PRIOR TO THE START

OF WORK.

G ALL INSULATION AND JACKETING TO BE PROVIDED AS

REQUIRED BY THE SPECIFICATIONS AND VA UTLITY

STANDARDS.

H CONTRACTOR TO PURCHASE AND LEAVE ON SITE 1 MAN-

LIFT AND 1 FORKLIFT AS REQUIRED BY SPECIFICATION

01 00 00.

I ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

J SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

0' 20' 40' 80'Scale: 1" = 40'-0"

MECHANICAL SITE PLAN - OVERALL

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2P3 B31

B3

B32 P1

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

TEMP CANOPY

B27

B34

B

B19& B19A

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2P3 B31

B3

B32 P1

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

THE OVERHEAD PEDESTRIAN CANOPIES SHALL INCLUDE AN UNSEEN RACEWAY CARRYING THE FOLLOWING:

A. CHW FROM BUILDING NO. 22A TO BUILDING NO. 1 SUB-BASEMENT.

B. CHW FROM BUILDING NO. 22A TO BUILDING NO. 31 PENTHOUSE.

C. STEAM & CONDENSATE RETURN FROM BUILDING NO. 22 TO BUILDING NO. 31 PENTHOUSE.(SEE MS-101)

D. CONTROL/ALARM WIRING FROM BUILDING NO. 22 TO BUILDING NO. 31 PENTHOUSE.

E. ADDITIONAL UTILITIES AND SERVICES FOR FUTURE EXPANSION.

REMOVAL OF EXISTING PIPE UTILITY STANDS ASSOCIATED WITH STEAM AND CHILLED WATER WHICH WERE CONSTRUCTED FOR PROJECT NO. 570-13-300, “NEW BUILDING NO. 22A AND CHILLER INFRASTRUCTURE”.

MECHANICAL PROJECT SCOPE

Scale: 1" = 40'-0"

MECHANICAL CHW PIPING SITE PLAN - OVERALL TUNNEL

0' 20' 40' 80'

NO REVISIONS DATE

Digitally signed by Richard J. Reif Date: 2018.02.06 08:46:12-07'00'

ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

B-36

BARN

B-31

CLC

B-25

MENTAL HEALTH

FREEDOM BLDG

A

B

C

D

E

F

B31.1

B31.F

W

X

B22.4

7.9

6" CHR

6" CHS

2 1/2" HPS

1" HPR

3" CHS

3" CHR

P H

A S

E

ADD ALTERNATE

SEE SHEET MS101.5

AREA OF WORK

AREA OF WORK

A R

E A

O F

W O

R K

P H

A S

E

S E

E S

H E

E T

M S

.2

BOILER ROOM,

BLDG 2

BOILER BLDG

EQUIPMENT

ROOM

CHILLER ROOM

CHILLERS, BLDG

CHILLER PLANT

BLDG 22A

HSKPA

1A28

2 BED ROOM

1A30

2 BED ROOM

1A32

2 BED ROOM

1A33

CORRIDOR

TOILET

1A37A

DIABETIC

RESERCH

1A27

DIABETIC CLINIC

1A26

8" HPS

3" PC

(N) 1-VCHR-02

(N) 1-VCHS-02(F) 1-VHPS-01

(F) 1-VHPR-01

(F) 1-VHPS-03

(F) 1-VHPR-03

(F)

(F)(N) 1-VCHS-01

(N) 1-VCHR-01

ELECTRICAL

ROOM

(N) 1-VCHR-05

(F) (F)

IC

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R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

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P

M

MS101.1

MECHANICAL SITE PLAN - PHASE 1

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

Scale: 1/8" = 1'-0"

MECHANICAL SITE PLAN - PHASE 1

GENERAL SHEET NOTES

KEYNOTES

A CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS

ARE COORDINATED WITH THE COR 30 DAYS IN ADVANCE

AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS

PRIOR TO INTERRUPTION.

B A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE

INTERRUPTION DATES WITH DURATIONS, AND DETAILED

PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO

THE START OF WORK. THIS SUBMITTAL MUST BE

ACCEPTED BY THE COR PRIOR TO THE START OF WORK.

C FUTURE WORK IS CONSIDERED NIC EXCEPT THAT UTILITY

BANK ENCLOSURE IS TO BE PROVIDED AS DESIGNED.

D COORDINATE UTILITY VALVES, JACKET SEAMS, GAUGES,

AND TEST PORTS WITH ACCESS PANELS. CENTER

SERVICE POINT IN ACCESS PANEL TO MAXIMIZE ACCESS.

E ALL PIPING TO BE PAINTED AND LABELED PER VA UTILITY

STANDARD AND AS IDENTIFIED IN THE PAINTING

SPECIFICATION 09900.

F CONTRACTOR TO SUBMIT PROPOSED UTILITY STACKING

CONFIGURATION FOR COR REVIEW PRIOR TO THE START

OF WORK.

G ALL INSULATION AND JACKETING TO BE PROVIDED AS

REQUIRED BY THE SPECIFICATIONS AND VA UTILITY

STANDARDS.

H CONTRACTOR TO PURCHASE AND LEAVE ON SITE 1 MAN-

LIFT AND 1 FORKLIFT AS REQUIRED BY SPECIFICATION

01 00 00..

I ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

J SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

K SEE VALVE SCHEDULE ON SHEET M701.

1 (F) 8" HPS AND (F) 3" PC TO BUILDING 01 AND 1-1/4" PC TO

BUILDING 24. ALOWANCES ARE TO BE MADE FOR STEAM

LINES TO PITCH DOWN 1/4"/5'-0" IN THE DIRECTION OF

FLOW. STEAM RISERS ARE TO BE AT EVERY 200' OF HPS

WITH TRAP DISCHARGE INTO PUMPED CONDENSATE.

SLOPE PUMPED CONDENSATE 1/8"/5'-0" IN DIRECTION OF

FLOW. SEE DETAILS E1 & E3/M-501. SEE DETAIL F3/M-501

FOR PIPE POSITION ON RACK.

2 14" CHS/R ROUTED INSIDE WALKWAY ENCLOSURE. SEE

DETAIL F3/M-501.

3 PROVIDE 14" VALVE AND BLIND FLANGE IN (N) CHS/R FOR

FUTURE CONNECTION.

4 BRAIDED METAL FLEXIBLE PIPE CONNECTOR.

5 ROUTE 3" CHR/S, 2-1/2" HPS AND 1" PC INSIDE NEW PIPE

ENCLOSURE. PITCH DOWN 1/2"/1'-0" IN THE DIRECTION OF

FLOW.

6 3/4" PC FROM BOTTOM OF EXISTING HPS RISER TO

CONNECT TO 1" HPS. SEE DETAIL F8/M-501.

7 PROVIDE 6" VALVE AND BLIND FLANGE IN (N) CHS/R FOR

FUTURE CONNECTION.

8 (F) 4" HPS AND (F) 2" PC FOR FUTURE CLC EXPANSION AND

CANTEEN. ALOWANCES ARE TO BE MADE FOR STEAM

LINES TO PITCH DOWN 1/4"/5'-0" IN THE DIRECTION OF

FLOW. STEAM RISERS ARE TO BE AT EVERY 100' OF HPS

WITH TRAP DISCHARGE INTO PUMPED CONDENSATE.

SLOPE PUMPED CONDENSATE 1/8"/5'-0" IN DIRECTION OF

FLOW. SEE DETAILS E1 & E3/M-501. SEE DETAIL F3/M-501

FOR PIPE POSITION ON RACK.

9 PROVIDE PIPE ANCHOR FOR 14" CHS/R AT COLUMN. SEE

PIPE ANCHOR DETAIL B8/M-501.

10 ROUTE (N)3" CHR/S, (N)2-1/2" HPS AND (N)1" PC ROUTED

ABOVE ROOF TO CONNECTIONS INSIDE PENTHOUSE. SEE

SHEET M-102 FOR CONTINUATION

11 FUTURE 8" HPS AND 3" PC.

12 PROVIDE VALVE AND BLIND FLANGE FOR (F) 8" HPS AND (F)

3" PC TO BUILDING 01.

13 PROVIDE 1" BYPASS PIPE WITH BALL VALVE (NO) FOR

FREEZE PROTECTION AND CONTINUOUS CIRCULATION.

14. PROVIDE STEAM TRAP AT LOW POINT OF 2-1/2" HPS PIPE

AND PIPE TO 1" HPR.

0' 4' 8' 16'

SEE ENLARGED PLAN

SHEET 22-M101

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

FOR FUTURE

PHASE 2

CONNECTION

NO REVISIONS DATE

Richard J. Reif Digitally signed by Richard J. Reif Date: 2018.04.17 04:59:55-06'00'

ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

SEE VALVE SCHEDULE ON SHEET M701.

I

J

14" CHR

14" CHS

4" CHR4" CHS

D

E

W

X

4344454647

Z

W.0

40.9

FF

HH

X.0

42.8

Y

B22.4

7.9

42.1

58.1

57.5

49.9

GG.1

FF.1

Z.0

Y.0

14" CHR

ADD ALTERNATE

SEE SHEET MS101.5

B36B3

B24

P H

A S

E

P H

A S

E

P H

A S

E

S E

E S

H E

E T

M S

.3

P H

A S

E

S E

E S

H E

E T

M S

.1

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

3"

3" CHR

AREA OF WORK

(N) 2-VCHS-01

(N) 2-VCHR-01

(N) 2-VCHR-02

(N) 2-VCHS-02

(N) 2-VCHR-03

(N) 2-VCHS-03

14" CHR14" CHS

P H

A S

E

S E

E S

H E

E T

M S

.3

(N) 2-VCHS-04

IC

H A R D J. RE I F

14718

G I N

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R

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L

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A

N

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ED

P

I

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S T

E R

N

EW

ME X I CO

R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/V

A F re sn o C hi lle r P la nt

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:4

A

M

MS101.2

MECHANICAL SITE PLAN - PHASE 2

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

Scale: 1/8" = 1'-0"

MECHANICAL SITE PLAN - PHASE 2

GENERAL SHEET NOTES

KEYNOTES

1 (F) 8" HPS, 3" PC TO BUILDING 01 AND 1-1/4" PC TO

BUILDING 24. ALOWANCES ARE TO BE MADE FOR STEAM

LINES TO PITCH DOWN 1/4"/5'-0" IN THE DIRECTION OF

FLOW. STEAM RISERS ARE TO BE AT EVERY 100' OF HPS

WITH TRAP DISCHARGE INTO PUMPED CONDENSATE.

SLOPE PUMPED CONDENSATE 1/8"/5'-0" IN DIRECTION OF

FLOW. SEE DETAILS E1 & E3/M-501. SEE DETAIL F3/M-501

FOR PIPE POSITION ON RACK.

2 (N) 14" CHS/R ROUTED INSIDE WALKWAY ENCLOSURE.

SEE DETAIL F3/M-501.

3 PROVIDE VALVE AND CAP FOR 2" AND SMALLER PIPE AND

VALVE AND BLIND FLANGE FOR PIPES GREATER THAN 2"

FOR FUTURE CONNECTION.

4 CONNECT (N) 10" CHS/R TO EXISTING (E) 10" CHS/R

5 PROVIDE PIPE ANCHOR FOR (N) 14" CHS/R AT COLUMN.

SEE PIPE ANCHOR DETAIL B8/M-501.

6 PROVIDE RESTRAINED FLANGED BELLOWS FOR 1" OF

MOVEMENT. RFB TO BE PRE-COMPRESSED TO ALLOW

FOR THE CONTRATCTION.

7 PROVIDE 1" BYPASS PIPE WITH BALL VALVE (NO) FOR

FREEZE PROTECTION AND CONTINUOUS CIRCULATION

8 PIPE GUIDE LOCATION, SEE STRUCTURAL DETAIL B4/S-502.

9 BRAIDED METAL PIPE FITTING

A CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS

ARE COORDINATED WITH THE COR 30 DAYS IN ADVANCE

AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS PRIOR

TO INTERRUPTION.

B A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE

INTERRUPTION DATES WITH DURATIONS, AND DETAILED

PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO

THE START OF WORK. THIS SUBMITTAL MUST BE

ACCEPTED BY THE COR PRIOR TO THE START OF WORK.

C FUTURE WORK IS CONSIDERED NIC EXCEPT THAT UTILITY

BANK ENCLOSURE IS TO BE PROVIDED AS DESIGNED.

D COORDINATE UTILITY VALVES, JACKET SEAMS, GAUGES,

AND TEST PORTS WITH ACCESS PANELS. CENTER

SERVICE POINT IN ACCESS PANEL TO MAXIMIZE ACCESS.

E ALL PIPING TO BE PAINTED AND LABELED PER VA UTILITY

STANDARD AND AS IDENTIFIED IN THE PAINTING

SPECIFICATION 09900.

F CONTRACTOR TO SUBMIT PROPOSED UTILITY STACKING

CONFIGURATION FOR COR REVIEW PRIOR TO THE START

OF WORK.

G ALL INSULATION AND JACKETING TO BE PROVIDED AS

REQUIRED BY THE SPECIFICATIONS AND VA UTLITY

STANDARDS.

H CONTRACTOR TO PURCHASE AND LEAVE ON SITE 1 MAN-

LIFT AND 1 FORKLIFT AS REQUIRED BY SPECIFICATION

01 00 00..

I ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

J SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

K SEE VALVE SCHEDULE ON SHEET M701.

0' 4' 8' 16'

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P2 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

FOR FUTURE PHASE

3 CONNECTION

FOR FUTURE CONNECTION

TO BUILDING 24 CHILLED

WATER PIPING

FOR FUTURE CONNECTION

TO BUILDING 3 CHILLED

WATER PIPING

NO REVISIONS DATE

Richard J. Reif

Digitally signed by Richard J. Reif Date: 2018.04.17 05:00:11-06'00'

ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

SEE VALVE SCHEDULE ON SHEET M701.

I

3"

3" CHR

14" CHR

14" CHS

P H

A S

E

B32

B01

P H

A S

E

S E

E S

H E

E T

M S

1.

A R

E A

O F

W O

R K

A R

E A

O F

W O

R K

AREA OF WORK

AREA O

F W

O

RK

B24

(N) 3-VCHS-01

(N) 3-VCHR-01

(N) 3-VCHR-03

(N) 3-VCHS-03

(N) 3-VCHR-02

(N) 3-VCHS-02

(N) 3-VCHR-05

(N) 3-VCHS-05

AUDITORIUM

1B-1

PROJECTION

1B-2

A R

E A

O F

W O

R K

(N) 3-VCHR-04

(N) 3-VCHS-04

(N) 3-VCHS-06

3" CHR

3" CHS

IC

H A R D J. R E I F

14718

G

IN

E E

R

ON

L

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A

N

S

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ED

P

I

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E G

S T

E R

N

EW

ME X I CO

R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

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A F re sn o C hi lle r P la nt

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A M

MS101.3

MECHANICAL SITE PLAN - PHASE 3

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

Scale: 1/8" = 1'-0"

MECHANICAL SITE PLAN - PHASE 3

GENERAL SHEET NOTES

KEYNOTES

1 CONNECT (N) 10" CHS/R TO (E) 10" CHS/R PIPING

LOCATED IN SUB-BASEMENT

2 CONNECT (N) 14" CHS/RTO (E) 14" CHS/R

3 PROVIDE VALVE AND CAP FOR 2" AND SMALLER PIPE AND

VALVE AND BLIND FLANGE FOR PIPES GREATER THAN 2"

FOR FUTURE CONNECTION.

4 (N) 14" CHS/R ROUTED INSIDE WALKWAY ENCLOSURE.

SEE DETAIL F3/M-501.

5 (N) 14" CHS/R VALVE AND BLIND FLANGE FOR FUTURE

CONNECTION

6 (F) 8" HPS, (F) 3" PC TO BUILDING 01 AND (F) 1-1/4" PC TO

BUILDING 24. ALOWANCES ARE TO BE MADE FOR STEAM

LINES TO PITCH DOWN 1/4"/5'-0" IN THE DIRECTION OF

FLOW. STEAM RISERS ARE TO BE AT EVERY 100' OF HPS

WITH TRAP DISCHARGE INTO PUMPED CONDENSATE.

SLOPE PUMPED CONDENSATE 1/8"/5'-0" IN DIRECTION OF

FLOW. SEE DETAILS E1 & E3/M-501. SEE DETAIL F3/M-501

FOR PIPE POSITION ON RACK.

7 PROVIDE PIPE ANCHOR FOR (N) 14" CHS/R AT COLUMN.

SEE PIPE ANCHOR DETAIL B8/M-501.

8 PROVIDE 1" BYPASS PIPE WITH BALL VALVE (NO) FOR

FREEZE PROTECTION AND CONTINUOUS CIRCULATION

9 CLOSE 1" BYPASS VALVE WHEN PHASE 2 CHW PIPES ARE

IN SERVICE.

10 (N) 14" CHS/R ROUTED ABOVE EXISTING WALKWAY.

11 PROVIDE 1" BYPASS PIPE WITH BALL VALVE (NO) FOR

FREEZE PROTECTION AND CONTINUOUS CIRCULATION

12 PIPE GUIDE LOCATION, SEE STRUCTURAL DETAIL B4/S-502.

13 BRAIDED METAL FLEXIBLE PIPE CONNECTOR.

A CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS

ARE COORDINATED WITH THE COR 30 DAYS IN ADVANCE

AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS

PRIOR TO INTERRUPTION.

B A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE

INTERRUPTION DATES WITH DURATIONS, AND DETAILED

PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO

THE START OF WORK. THIS SUBMITTAL MUST BE ACCEPTED

BY THE COR PRIOR TO THE START OF WORK.

C FUTURE WORK IS CONSIDERED NIC EXCEPT THAT UTILITY

BANK ENCLOSURE IS TO BE PROVIDED AS DESIGNED.

D COORDINATE UTILITY VALVES, JACKET SEAMS, GAUGES,

AND TEST PORTS WITH ACCESS PANELS. CENTER

SERVICE POINT IN ACCESS PANEL TO MAXIMIZE ACCESS.

E ALL PIPING TO BE PAINTED AND LABELED PER VA UTILITY

STANDARD AND AS IDENTIFIED IN THE PAINTING

SPECIFICATION 09900.

F CONTRACTOR TO SUBMIT PROPOSED UTILITY STACKING

CONFIGURATION FOR COR REVIEW PRIOR TO THE START OF

WORK.

G ALL INSULATION AND JACKETING TO BE PROVIDED AS

REQUIRED BY THE SPECIFICATIONS AND VA UTLITY

STANDARDS.

H CONTRACTOR TO PURCHASE AND LEAVE ON SITE 1 MAN-

LIFT AND 1 FORKLIFT AS REQUIRED BY SPECIFICATION

01 00 00.

I ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

J SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

K SEE VALVE SCHEDULE ON SHEET M701.

0' 4' 8' 16'

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

P3 B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

FOR FUTURE CONNECTION

TO EMERGENCY CHILLER

FOR FUTURE

CONNECTION TO

B32 WAREHOUSE

FOR FUTURE

CONNECTION

TO WEST

ADDITION

1 PHOTO OF EXISTING 10" CHS/R AT

TUNNEL CONNECTION TO BUILDING B1

(E) 10" CHS

(E) 10" CHR

(N) 10" CHS/R DROP INSIDE (E) TUNNEL

TO CONNECT TO (E) 10" CHS/R

(N)3-CHS-07 AND (N)3-CHR-07

LOCATED IN EXISTING CHW

PIPING IN TUNNEL BELOW

(N)3-CHS-07 AND (N)3-CHR-07

LOCATED IN EXISTING CHW

PIPING IN TUNNEL BELOW

NO REVISIONS DATE

1 Revision 2 11/20/18

HH

CANTEEN

B25

B24

AREA OF WORK

AREA OF WORK

P H

A S

E

S E

E

S H

E E

T M

S 1.

A D

D A

T E

R N

A T

E

PHASE 2 SEE

SHEET MS101.2

ADD ATERNATE

(F) 1-VHPR-02

(F) 1-VHPS-02

(F) 1-VCHS-03

(F) 1-VCHR-03

IC

H A R D J. R E I F

14718

G

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R

ON

L

E

A

N

S

ROFES

ED

P

I

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E G

S T

E R

N

EW

ME X I CO

R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/V

A F re sn o C hi lle r P la nt

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1:

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A M

MS101.5

MECHANICAL SITE PLAN - PHASE 1 ADD

ALTERNATE

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

GENERAL SHEET NOTES

KEYNOTES

A CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS

ARE COORDINATED WITH THE COR 30 DAYS IN ADVANCE

AND A PRE-CUTOVER MEETING IS TO OCCUR 2 DAYS

PRIOR TO INTERRUPTION.

B A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE

INTERRUPTION DATES WITH DURATIONS, AND DETAILED

PHASING PLAN IS TO BE PROVIDED TO THE COR PRIOR TO

THE START OF WORK. THIS SUBMITTAL MUST BE

ACCEPTED BY THE COR PRIOR TO THE START OF WORK.

C FUTURE WORK IS CONSIDERED NIC EXCEPT THAT UTILITY

BANK ENCLOSURE IS TO BE PROVIDED AS DESIGNED.

D COORDINATE UTILITY VALVES, JACKET SEAMS, GAUGES,

AND TEST PORTS WITH ACCESS PANELS. CENTER

SERVICE POINT IN ACCESS PANEL TO MAXIMIZE ACCESS.

E ALL PIPING TO BE PAINTED AND LABELED PER VA UTILITY

STANDARD AND AS IDENTIFIED IN THE PAINTING

SPECIFICATION 09900.

F CONTRACTOR TO SUBMIT PROPOSED UTILITY STACKING

CONFIGURATION FOR COR REVIEW PRIOR TO THE START

OF WORK.

G ALL INSULATION AND JACKETING TO BE PROVIDED AS

REQUIRED BY THE SPECIFICATIONS AND VA UTILITY

STANDARDS.

H CONTRACTOR TO PURCHASE AND LEAVE ON SITE 1 MAN-

LIFT AND 1 FORKLIFT AS REQUIRED BY SPECIFICATION

01 00 00.

I ALL UTILITY PIPES TO BE CLEANED AND TESTED PRIOR TO

COMMISSIONING.

J SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL

INFORMATION.

K SEE VALVE SCHEDULE ON SHEET M701.

1 FUTURE 8" CHS/R ROUTED INSIDE WALKWAY ENCLOSURE.

2 FUTURE 3/4" PC FROM BOTTOM OF EXISTING HPS RISER

TO CONNECT TO FUTURE 2" HPS. SEE DETAIL E1 AND

E3/M-501.

3 FUTURE 4" HPS AND FUTURE 2" PC TO FUTURE CLC

EXPANSION AND CANTEEN. ALOWANCES ARE TO BE MADE

FOR STEAM LINES TO PITCH DOWN 1/4"/5'-0" IN THE

DIRECTION OF FLOW. STEAM RISERS ARE TO BE AT

EVERY 100' OF HPS WITH TRAP DISCHARGE INTO PUMPED

CONDENSATE. SLOPE PUMPED CONDENSATE 1/8"/5'-0" IN

DIRECTION OF FLOW.

0' 5' 10' 20'

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

ADD- ALT.

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

Scale: 1" = 10'-0"

MECHANICAL SITE PLAN - PHASE 1 ADD ALTERNATE

NO REVISIONS DATE

1 Revision 2 11/20/18

B22.A

B22.4

B22.3

B22.2

B22.1

B22.B B22.C

BOILER ROOM,

BLDG 2

BOILER BLDG

BOILER BLDG

TOILET

BOILER BLDG

BOILER BLDG

BOILER BLDG

EQUIPMENT

ROOM

CHILLERS, BLDG

CHILLER ROOM

CHILLER PLANT

BLDG 22A

B31.1

B31.E

B31.F

ELECTRICAL

ROOM

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Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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MD101

MECHANICAL FIRST FLOOR DEMOLITION

PLAN- BUILDING 22 - PHASE 2

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

GENERAL SHEET NOTES

KEYNOTES

1 EXISTING 2-1/2" HPS AND 1" PC TO BE REMOVED. PROVIDE 2-1/12" BLIND FLANGE

AND 1" CAP AT SHUTOFF VALVE.

2 PATCH ROOF OPENING PER SPECIFICATIONS.

3 EXISTING 3" CHS AND CHR TO BE REMOVED. PROVIDE 3" BLIND FLANGE AT

SHUTOFF VALVE.

4 EXISTING EMERGENCY OXYGEN SUPPLY CONNECTION TO BE REMOVED.

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"A1

MECHANICAL FIRST FLOOR DEMOLITION PLAN - PHASE 2 - BUILDING 22

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

PHASING INSTRUCTIONS:

AFTER THE NEW CHW/CHWR CONNECTION TO

B31 HAS BEEN COMMISSIONED, ACCEPTED, AND

IS OPERATIONAL THE EXISTING B31 PIPING AND

PIPE BRIDGE MAY BE REMOVED. THE

EQUIPMENT IS TO BE RETURNED TO THE

OWNER IN A LOCATION SELECTED BY THE

OWNER. ENSURE PIPING IS REMOVED AND

STORED IN A MANNER THAT ALLOWS IT BE

REUSED IN THE FUTURE.

CONTRACTOR TO CONTROL ACCESS, PROVIDE

SAFE ALTERNATE PEDESTRIAN ROUTE AND

BUILDNG ACCESS WITH TEMPORARY SIGNAGE,

PROTECT VEGETATION, IRRIGATION, AND

LIGHTING IN PLACE, AND MINIMIZE IMPACT TO

OPERATIONS DURING DEMO.

A CONTRACTOR TO ENSURE ALL SERVICE INTERRUPTIONS ARE COORDINATED

WITH THE COR 30 DAYS IN ADVANCE AND A PRE-CUTOVER MEETING IS TO

OCCUR 2 DAYS PRIOR TO INTERRUPTION.

B A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION

DATES WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO

THE COR PRIOR TO THE START OF WORK. THIS SUBMITTAL MUST BE

ACCEPTED BY THE COR PRIOR TO THE START OF WORK.

C FUTURE WORK IS CONSIDERED NIC EXCEPT THAT UTILITY BANK ENCLOSURE IS

TO BE PROVIDED AS DESIGNED.

D COORDINATE UTILITY VALVES, JACKET SEAMS, GAUGES, AND TEST PORTS

WITH ACCESS PANELS. CENTER SERVICE POINT IN ACCESS PANEL TO MAXIMIZE

ACCESS.

E ALL PIPING TO BE PAINTED AND LABELED PER VA UTILITY STANDARD AND AS

IDENTIFIED IN THE PAINTING SPECIFICATION 09900.

F CONTRACTOR TO SUBMIT PROPOSED UTILITY STACKING CONFIGURATION FOR

COR REVIEW PRIOR TO THE START OF WORK.

G ALL INSULATION AND JACKETING TO BE PROVIDED AS REQUIRED BY THE

SPECIFICATIONS AND VA UTLITY STANDARDS.

H CONTRACTOR TO PURCHASE AND LEAVE ON SITE 2 SCISSOR LIFTS AS

REQUIRED BY SPECIFICATION 010000.

I ALL UTILITY PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

J SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL INFORMATION.

1 PHOTO OF EXISTING CHS/R AND HPS/R AT

BUILDING 22A

NO REVISIONS DATE

Digitally signed by Richard J.

Reif Date: 2018.02.06 08:45:46-07'00'

ALL UTILITY PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

SEE COMMISSIONING REQUIREMENTS FOR ADDITIONAL INFORMATION.I

B22.4

B22.3

B22.2

B22.1

B22.B B22.C

B-22

CHILLER

B-22A

CHILLER

B-2

BOILER PLANT

2 1/2"

1"

3"CHS

CHR

HPS

HPR

3" CHS

3" CHR

1" HPR

2 1/2" HPS

3" CHS

3" CHR

2 1/2" HPS

1" HPR

B31.3B31.2B31.1

B31.E

B31.F

3"

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Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

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MD102

MECHANICAL ROOF DEMOLITION PLAN -

BUILDING 22 AND 31 PHASE 2

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

KEYNOTES

1 EXISTING 2-1/2" HPS, 1" PC PIPES AND SUPPORTS TO BE REMOVED. PATCH

ROOF PER SPECIFICATIONS. COORDINATE WITH SPECIFICATION SECTIONS

07 72 00 ROOF ACCESSORIES AND 07 76 00 FLASHING AND SHEET METAL.

2 EXISTING 3" CHS/R PIPES AND SUPPORTS TO BE REMOVED. PATCH ROOF PER

SPECIFICATIONS.

0' 4' 8' 16'SCALE: 1/8" = 1'-0"1

MECHANICAL CENTRAL PLANT ROOF DEMOLITION PLAN

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

Scale: 1/8" = 1'-0"

MECHANICAL PARTIAL DEMOLITION ROOF PLAN - PHASE 2 - BUILDING 31

0' 4' 8' 16'

NO REVISIONS DATE

Digitally signed by Richard J. Reif

08:45:59-07'00'

B22.4

B22.3

B22.2

B22.1

B22.B B22.C

(N) CH-4

(E) CH-3

(E) CH-2

(E)CH-1

8" CWR

10" CHR

2 1/2" HPS

1" HPR

3" CHS

3" CHR

1" HPR

2 1/2" HPS

2 1/2" HPS

1" HPR

(E) CWP-4 (E) CWP-3

(E) CWP-2

(E) CWP-1

(E)CHP-1

(E) CHP-2

(E) CHP-3

(E) CHP-4

(E) CHWP-3

(E) CHWP-2

(E) CHWP-1

(E) FC-1

(E) FC-2

(E) CHILLER 1

(E) CHILLER 2

(E) PCHP-1

(E) PCHP-2

BOILER ROOM,

BLDG 2

OFFICE

BOILER BLDG

CHILLER PLANT

BLDG 22A

8" HPS

3" PC

(N) 1-VHPS-05

(N) 1-VHPR-05

(N) 1-VHPS-04

(N) 1-VHPR-04

14" CHS

C H

R

10" CHS

EQUIPMENT

ROOM

CHILLERS, BLDG

ELECTRICAL

ROOM

CHILLER ROOM

14" CHR

(N)

VFD-CWP-1

(N)

VFD-CWP-2

(N)

VFD-CWP-3

(N)

VFD-CWP-4

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Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

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M-101

MECHANICAL FIRST FLOOR PLAN - BUILDING

22 - PHASE 1

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

KEYNOTES

0' 4' 8' 16'

1 PROVIDE ISOLATION VALVE AND BLIND FLANGE ON EXISTING 2-1/2" HPS AND

VALVE AND CAP ON EXISTING 1" PC.

2 BRAIDED METAL PIPE FITTING

3 NEW CHILLER MOUNTED TO EXISTING CONCRETE PAD. SEE ANCHOR DETAIL

F1/M501.

4 CONNECT (N) 8" HPS AND (N) 3" HPC TO (E) 8" HPS AND (E) 3" HPC PIPE RISER.

5 FUTURE 8" HPS AND 3" PC.

6 REFRIGERANT RELIEF VENT UP THROUGH ROOF, ONE SIZE LARGER THAN

CONNECTION ON CHILLER. SEE DETAIL F6/M5-1.

7 OWNER FURNISHED, INSTALLED BY OTHERS ON EXISTING.

8 CONNECT (N) 8" CHS/R AND 8" CWS/R TO EXISTING VALVE AND CONNECT TO

CHILLER. SEE DETAIL F6/M-501 FOR VAVE AND FITTING INFORMATION.

9 BRAIDED METAL PIPE FITTING

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

HVAC FIRST FLOOR PLAN

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1 LIDAR SCAN OF EXISTING CHS/R AND

HPS/R INSIDE BUILDING 31 PENTHOUSE

2 LIDAR SCAN OF EXISTING CHS/R VALVE

AND CAP FOR CONNECTION TO CHILLER

INSIDE BUILDING 22A

NEW WORK WILL INCLUDE THE ADDITION OF A NEW 600

TON VARIABLE SPEED DRIVEN CENTRIFUGAL MAGNETIC

BEARING CHILLER (OWNER FURNISHED CONTRACTOR

INSTALLED), SYMBOL NO. CH-3, AND A NEW 300 TON

VARIABLE SPEED MAGNETIC BEARING DRIVEN CHILLER,

SYMBOL NO. CH-4, IN BUILDING 22A.

CHILLED WATER SUPPLY AND RETURN WILL BE EXTENDED

FROM THE EXISTING ISOLATION VALVES TO THE

EVAPORATOR OF CHILLER, CH-3. CONDENSER WATER

SUPPLY AND RETURN PIPING WILL BE EXTENDED FROM THE

EXISTING ISOLATION VALVES TO THE CONDENSER OF

CHILLER, CH-3. CHILLED WATER SUPPLY AND RETURN WILL

BE EXTENDED FROM THE EXISTING ISOLATION VALVES TO

THE EVAPORATOR OF CHILLER, CH-4. CONDENSER WATER

SUPPLY AND RETURN PIPING WILL BE EXTENDED FROM THE

EXISTING ISOLATION VALVES TO THE CONDENSER OF

CHILLER, CH-4.

MECHANICAL PROJECT SCOPE

NO REVISIONS DATE

Digitally signed by Richard J. Reif

08:43:22-07'00'

B22.4

B22.3

B22.2

B22.1

B22.B B22.C

C H

S

C H

R

14" CHR

14" CHR

A

B

C

D

E

B31.1

B31.A

B31.B

B31.C

B31.D

B31.E

B31.F

B31.G

B31.H

B31.I

B31.J

B31.K

B31.L

W

X

B22.4

7.9

14" CHR

14" CHR

B31.1

B31.E

B31.F 3"

3"

CHR

CHS

1"

2 1/2"

PC

HPS

1"

2"

PC

HPS

1"

2 1/2"

PC

HPS

31-P-AH1

3" CHS

3" CHR

1" HPR

2 1/2" HPS

3" CHS

3" CHR

2 1/2" HPS

1" HPR

2 1/2"

1"

3"

3"CHS

CHR HPS

HPR

B31.3B31.2B31.1

B31.E

B31.F

(N) 1-VCHS-04

(N) 1-VCHR-04

(N) 1-VCHR-06

(N) 1-VCHS-06

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Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

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M-102

MECHANICAL ROOF PLAN PLAN - BUILDING 22

AND PARTILAL BUILDING 31 - PHASE 1

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

KEYNOTES

1 CONNECT (N) 14" CHS/R TO (E) 14" VALVES

2 (N) 3/4" HPS TO CONNECT TO (E) 2-1/2" HPS RISER.

3 CONNECT (N) 3" CHS/R TO (E) 3" CHS/R INSIDE MECHANICAL

PENTHOUSE.

4 CONNECT (N) 1" HPR TO (E) 1" PC INSIDE MECHANICAL

PENTHOUSE.

5 BRAIDED METAL FLEXIBLE PIPE CONNECTOR.

6 1" RELIEF VENT BELOW COOLING TOWER PLATFORM.

0' 4' 8' 16'

SCALE: 1/8" = 1'-0"1

MECHANICAL PARTIAL ROOF PLAN - BUILDING 22 - PHASE 1

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32 P1

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

1 LIDAR SCAN OF EXISTING CHS/R VALVE

AND CAP ON ROOF OF BUILDING 22A

Scale: 1/8" = 1'-0"

MECHANICAL PARTIAL ROOF PLAN - BUILDING 31 - PHASE 1

2 LIDAR SCAN OF EXISTING CHS/R AND

HPS/R INSIDE BUILDING 31 PENTHOUSE

0' 4' 8' 16'

NO REVISIONS DATE

Digitally signed by Richard J. Reif Date: 2018.02.06 08:43:34-07'00'

BOPC.A

BOPC.3 BOPC.4 BOPC.5 BOPC.6BOPC.5.A

BOPC.A.1

BOPC.B

BOPC.B.1

BOPC.C

BOPC.D

BOPC.E

EX-CONDENSING

UNIT

O P

C -P

-A H

O P

C -P

-A H

OPC-P-CC2

OPC-P-PCHWP1

OPC-P-PCHWP2

OPC-P-AS1

4" CHS

4" CHR

4" CHS

4" CHR

4" CHR

2 1/2" CHR 2 1/2" CHS

4" CHR

4" CHS

4" CHR

2 1/2" CHS

2 1/2" CHR

4" CHS

4" CHR

1" CHS

1" CHR

DPT

PENTHOUSE

EQUIPMENT

ROOM

1-G4

1-G7

1-G1

1-K4

1-K5

3" CHR

3" CHR

3" CHS

3" CHS

4" CHR

1" CHS

3/4" CHR

3/4" CHS

1" CHR

1 1/4" CHS

3/4" CHS

3/4" CHR

1" CHR

1" CHS

1" CHS

3/4" CHS

3/4" CHS

3/4" CHR

1" CHS

1" CHR

1-G3

DPT

BOIMED

EQUIPMENT

REPAIR

6B13B

AIR HANDLER

STAIR NO. 2

6B04

SLEEPING ROOM

6B02

Room

6B01

UTILIZATION

MANAGMENT

6B01B

CORRIDOR

6B-2

SERVICE

ELEVATOR

S-3

SERVICAE

ELEVATOR

S-4

BIOMED

EQUIPMENT

REPAIR

6B13

BIOMED

EQUIPMENT

REPAIR

6B13B.2

DUCT SPACE

Room

6B12

DUMBWAITER

STORAGE

6B11

CORRIDOR

6B-1

ELEVATOR

LOBBY

IC

H A R D J. R E I F

14718

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ME X I C

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R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/V

A F re sn o C hi lle r P la nt

M P

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D D

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.r vt

2/ 6/

:0

3:

A M

M-103

MECHANICAL PARTIAL PLANS OF BUILDING 1

AND OPC - PHASE 1

R. REIF R. SCHAMP02/02/2018

570-16-302PHASE 2 CHILLER

INFRASTRUCTURE ON FRESNO

CAMPUS

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E CLINTON AVE, FRESNO, CA 93703

Scale: 1/8" = 1'-0"

MECHANICAL PENTHOUSE PIPING PLAN - BUILDING OPC - PHASE 1

KEYNOTES

1. EXISING DIFFERENTIAL PRESSURE TRANSMITTER TO BE REMOVED AND

REPLACED WITH NEW DIFFERENTIAL PRESSURE TRANSMITTER. CONNECT TO

METASYS/BMS. SEE DETAIL D6/M501.

0' 4' 8' 16'

N O R T H

F R E S N O

S T R E E T

EAST HARVARD AVENUE

N O R T H

A N G U S

S T R E E T

EAST CLINTON AVENUE

TANK

O2

TANK

O2

KEY PLAN

B31

B3

B32

B24

B25

B2

B22A

B1

OPC

B27

B34

B

B19& B19A

0' 4' 8' 16'

Scale: 1/8" = 1'-0"

MECHANICAL SIXTH FLOOR PARTIAL PIPING PLAN - BUILDING 1 - PHASE 1

NO REVISIONS DATE

Digitally signed by Richard J. Reif

08:43:49-07'00'

D P

T

B32.11.5 B32.12.5 B32.13.7 B32.14.9 B32.15.9

B32.X.7

B32.Z.3

B32.A.5

B32.B.5

B32.C.3

UNLOADING

PUBLIC

OFFICE

LOUNGE

TOILET

Room

DRUG ROOM

Room

MAIL & COPY

MAILROOM

WAREHOUSE

DPT

24-P-AH2

24-P-AH3

24-P-AH1

24-R-AH1

1 1/2" CHR

1 1/2" CHR

2" CHR

2" CHR

1 1/4" HWR

1 1/4" HWS

3" CHR

3" CHR

4" CHR

4" CHR

MECHANICAL

PENTHOUSE

P4-1

B24.DB24.CB24.C.1B24.B.1B24.B

B24.2

B24.3

B24.4

DPT

31-P-AH1 31-P-AH2

2 1/2" CHR

2 1/2" CHS

3" CHR

3" CHS

3" CHS

3" CHR

1" HPR

B31.10B31.9B31.8B31.7B31.6B31.4B31.3B31.2B31.1

B31.E

B31.F

2 1/2" HPS

(N) 1-VCHR-04

(N) 1-VCHS-04

PENTHOUSE

MECHANICAL

PLAN

IC

H A R D J. R E I F

14718

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P

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N

EW

ME X I C

O

R 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 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 o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

ISSUED FOR CONSTRUCTION

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

/V

A F re sn o C hi lle r P la nt

M P

E _A

D D

_S E