01-Chiller Replacement_DRAWINGS_IFC Submittal.pdf

PDF 2 MB Posted May 5, 2025

Attached to: Chiller Replacement at US Salinity Laboratory (USSL) (Riverside, CA) Federal contract opportunity
Solicitation number: 12905B25R0012
Issued by: Department of Agriculture Agricultural Research Service

About this file

Written by GovTribe AI · May 5, 2025

These are architectural and engineering design drawings for a chiller replacement project at the USDA Agricultural Research Service US Salinity Laboratory in Riverside, California. The comprehensive set of 17 design sheets includes detailed plans for demolishing existing mechanical equipment and installing new chillers, including architectural, structural, mechanical, and electrical system modifications. Key elements include removing the existing 200-ton chiller, cooling tower, and associated equipment, and installing two new 132-ton air-cooled chillers with a 700-gallon buffer tank, new pumps, and updated electrical infrastructure.

The drawings specify technical requirements for the replacement, including new concrete foundations, piping diagrams, electrical single-line diagrams, and floor plans showing equipment placement. The project involves comprehensive system upgrades across mechanical rooms, electrical systems, and the mechanical yard, with precise details on equipment connections, power requirements, and installation specifications. The design is marked as a "Final Design Submittal (IFC)" dated February 26, 2025, indicating it is a complete engineering design package prepared for construction implementation.

View the file

Other files for this federal contract opportunity

Other files attached to Chiller Replacement at US Salinity Laboratory (USSL) (Riverside, CA), newest first.
File	Type	Posted
03-Chiller Replacement_SPECS_IFC Submittal.pdf	PDF	May 5, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e s k D o c s

/U S

D A

T O

-0 R iv e rs id e E le v a to r

C h ill e r

R e p la c e m e n t/

U S

D A

-U S

S L A

.r v t

:5 :2

G-001

COVER SHEET

Designer

Author

Checker

2-26-2025

Project Number

SHEET LIST

SHEET

COUNT

SHEET

NUMBER Sheet Name

00 GENERAL

1 of 17 G-001 COVER SHEET

2 of 17 G-002 GENERAL NOTES, ABBREVIATIONS

01 ARCHITECTURAL

3 of 17 A-100 LOWER LEVEL FLOOR PLAN

4 of 17 A-400 ENLARGED CHILLER PLANS

02 STRUCTURAL

5 of 17 S-001 GENERAL NOTES AND TYPICAL DETAILS

6 of 17 S-101 CHILLER FOUNDATION PLAN AND SECTION

03 MECHANICAL

7 of 17 M001 MECHANICAL ABBREVIATION

8 of 17 M002 MECHANICAL SCHEDULES

9 of 17 M100 MECHANICAL LOWER LEVEL OVERALL FLOOR PLAN

10 of 17 M101 MECHANICAL MID LEVEL OVERALL FLOOR PLAN

11 of 17 M201 MECHANICAL YARD FLOOR PLAN

12 of 17 M202 MECHANICAL ENLARGED PLAN

13 of 17 M300 MECHANICAL DETAIL

04 ELECTRICAL

14 of 17 E001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

15 of 17 E100 ELECTRICAL DEMOLITION PARTIAL FLOOR PLAN

16 of 17 E101 ELECTRICAL PARTIAL POWER PLAN

17 of 17 E200 SINGLE LINE DIAGRAMS

US SALINITY LABORATORY

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

CHILLER REPLACEMENT AT USSL

VICINITY MAP

SITE LOCATION MAP

PROJECT SITE

CHILLER DEMOLITION

CHILLER REPLACEMENT AT USSL

SCOPE OF WORK

1. REMOVE EXISTING FEEDER TO EXISTING CHILLER TO BE DEMOLISHED.

2. REMOVE EXISTING DISCONNECT SWITCH SERVING EXISTING CHILLER,

PUMPS, & COOLING TOWER TO BE DEMOLISHED.

3. PROVIDE ELECTRICAL CONNECTION TO NEW CHILLERS AND PUMPS.

4. PROVIDE NEW CIRCUIT BREAKERS IN EXISTING MAIN SWITCHBOARD TO

SERVE NEW CHILLERS.

5. PROVIDE COORDINATION STUDY TO NEW CIRCUIT BREAKERS.

6. PROVIDE COORDINATION STUDY TO NEW CIRCUIT BREAKERS.

7. EXTEND EXISTING 120V POWER CONNECTION TO NEW CHILLERS.

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

PLAN NORTH

GENERAL NOTES

DRAWINGS AND DOCUMENT NOTES

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO

INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR

COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY

APPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE

CONTRACT DOCUMENTS.

A. THESE PLANS HAVE BEEN PREPARED USING VISUAL INSPECTION

AND MEASUREMENTS FROM THE ACCESSIBLE AREAS OF THE PROJECT

WORK AREA.

THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS.

B. THE A/E TEAM CANNOT GUARANTEE THE EXACT CONDITION OF ALL

EXISTING WORK.

C. THE GENERAL CONTRACTOR (GC) AND ALL SUBCONTRACTORS

SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE

PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY

DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE COR FOR

RESOLUTION BEFORE ANY WORK IS BEGUN.

2. DO NOT SCALE DRAWINGS.

3. DIMENSIONS ON DRAWINGS ARE SHOWN TO THE CENTERLINE OF

COLUMNS AND TO FACE OF STUD AT WALLS AND PARTITIONS UNLESS

NOTED OTHERWISE.

4. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS,

ORDINANCES AND REGULATIONS AS ADOPTED BY THE GOVERNMENT.

5. DIMENSIONS, DETAIL, NOTES AND /OR SYMBOLS THAT APPLY TO ONE

UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED

OTHERWISE.

6. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE

A CONSTRUCTION SCHEDULE, WHICH SHALL BE UPDATED AS REQUIRED.

THE CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK OF

ALL TRADES AND IS RESPONSIBLE FOR ADHERENCE TO ALL CONTRACT

DOCUMENTS, TIMELY PERFORMANCE OF THE WORK AND MAINTAINING

THE JOB SITE IN A SAFE AND CLEAN MANNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES AND PROCEDURES EMPLOYED IN PERFORMANCE OF

WORK IN, ON OR AROUND THE JOB SITE. THE CONTRACTOR SHALL

COORDINATE AND VERIFY ALL WORK PERFORMED BY

SUBCONTRACTORS, INCLUDING COORDINATION FOR CONSTRUCTION

MATERIAL AND EQUIPMENT DELIVERY AND LAY-DOWN AREA.

8. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON,

OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO

THAT ALL EMPLOYEES ARE PROVIDE A SAFE WORK PLACE AND THE

PUBLIC IS PROTECTED. THE WORKPLACE SHALL COMPLY WITH THE

'OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) OF THE US

DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE

FEDERAL AND/ OR LOCAL SAFETY REGULATIONS. THE CONTRACTOR

AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE SAFETY CONDITIONS DURING THE COURSE OF DEMOLITION AND

CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS

THE GOVERNMENT AND ARCHITECT FROM ANY AND ALL LIABILITY, REAL

OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS

PROJECT.

A. WHEREVER PRACTICAL, THE WORK AREAS SHALL BE FENCED,

BARRICADED OR BLOCKED OFF FROM THE PUBLIC OR OCCUPANTS TO

PREVENT UNAUTHORIZED ENTRY . EXITS SHALL NOT BE BLOCKED TO

PREVENT EVACUATION OF THE BUILDING OCCUPANTS.

B. STORE, POSITION AND USE EQUIPMENT, TOOLS, MATERIALS,

SCRAPS AND TRASH IN A MANNER THAT DOES NOT PRESENT A HAZARD

TO THE PUBLIC OR OCCUPANTS BY ACCIDENTAL SHIFTING, IGNITION OR

OTHER HAZARDOUS ACTIVITY.

C. STORE AND TRANSPORT REFUSE AND DEBRIS IN A MANNER TO

PREVENT UNSAFE OR UNHEALTHY CONDITIONS FOR THE PUBLIC OR

OCCUPANTS. COVER REFUSE CONTAINERS AND REMOVE REFUSE ON A

FREQUENT BASIS ACCEPTABLE TO THE CONTRACTING OFFICER OR

THEIR AUTHORIZED REPRESENTATIVE. USE TARPAULINS OR OTHER

MEANS TO PREVENT LOOSE MATERIALS FROM DROPPING OUT OF

TRUCKS IN TRANSPORTATION.

9. ALL LEGAL EXITS SHALL BE MAINTAINED DURING CONSTRUCTION AND,

IN THEIR FINAL CONSTRUCTION, ALL EXITS SHALL BE OPERABLE AND

HAVE CODE COMPLIANT HARDWARE FROM INSIDE SPACES WITHOUT

THE USE OF A KEY, SPECIAL EFFORT OR KNOWLEDGE. EXITS SHALL BE

PROVIDED WITH ILLUMINATED "EXIT" SIGNS AS REQUIRED BY CODES

AND STANDARDS APPLICABLE TO THIS PROJECT.

10. THE CONTRACTOR SHALL PROVIDE A WASTE MANAGEMENT PLAN TO

COMPLY WITH THE FOLLOWING, OR MEET REQUIREMENTS OF THE AIR

FORCE, WHICHEVER IS MORE STRINGENT

A. RECYCLE OR SALVAGE 50% OF THE NON-HAZARDOUS

CONSTRUCTION AND DEMOLITION WASTE BY DIVERTING MATERIAL

FROM DISPOSAL THROUGH EFFICIENT USE OF RECYCLING, REUSE OR

SALVAGE FOR FUTURE USE OR SALE.

B. DOCUMENTATION SHALL BE PROVIDED WHICH INCLUDES

IDENTIFICATION OF THE WASTE MANAGEMENT AGENCY AND

VERIFICATION THAT THE PERCENTAGE OF THE DEMOLITION AND

CONSTRUCTION WASTE MATERIALS DIVERT FROM LANDFILL COMPLIES

WITH THE XXXX EDITION OF CALGREEN, SECTION 5.408.1.

11.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT

SHOULD UNIDENTIFIED FIELD CONDITIONS BE DISCOVERED.

12. THE CONTRACTOR SHALL LIMIT THE NUMBER OF SYSTEMS SHUT

DOWNS TO THE MINIMUM EXTENT POSSIBLE TO COMPLETE THE WORK.

THE CONTRACTING OFFICER MUST BE NOTIFIED 72 HOURS PRIOR TO

ANY SYSTEM SHUT-DOWNS.

13. THE CONTRACTOR IS TO MAINTAIN THE INTEGRITY OF ALL BUILDING

SYSTEMS (STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND

FIRE PROTECTION) THAT ARE UNCOVERED DURING THE DEMOLITION

AND ARE NOT OTHERWISE ADDRESSED IN THE CONSTRUCTION

DOCUMENTS. THE CONTRACTOR SHALL ALSO PATCH OR REPAIR TO

LIKE NEW CONDITION ANY BUILDING ELEMENTS DAMAGED AS A RESULT

OF HIS WORK IN THE PROCESS OF CONSTRUCTION OR DEMOLITION ANT

NO ADDITIONAL COST TO THE GOVERNMENT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL

FINISHED SURFACES CLEAN AT THE COMPLETION OF THE WORK, AND

SHALL REMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB SITE

DURING CONSTRUCTION.

15. THE CONTRACTOR SHALL KEEP, ON SITE, A SET OF DRAWINGS AND

SPECIFICATIONS MARKED AS AN UP-TO-DATE RECORD OF

MODIFICATIONS OF THE CONSTRUCTION DOCUMENTS. UPON

COMPLETION OF THE WORK, THE MARKED-UP SET OF 'AS BUILT'

CONDITIONS HALL BE RETURNED TO THE GOVERNMENT COMPLETELY

AND NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS,

CORRECTIONS AND REVISIONS IN THE ACTUAL CONSTRUCTION OF THE

PROJECT. THESE RECORD DRAWINGS SHALL BE SIGNED BY

SUBCONTRACTORS REPRESENTING ALL MAJOR TRADES FOR THE

PROJECT AS WELL AS THE GENERAL CONTRACTOR.

16. GOVERNMENT REVIEW OR APPROVAL OF SHOP DRAWINGS SHALL

NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR

DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS THE GC HAS

CALLED THE DEVIATION TO THE GOVERNMENT'S ATTENTION (ION

WRITING) AT THE TIME OF SUBMISSION, NOR SHALL THE GC BE

RELIEVED OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP

DRAWINGS.

DEMOLITION NOTES

1. SEE DEMOLITION PLANS FOR ADDITIONAL NOTES AND INFORMATION.

2. MATERIALS, EQUIPMENT OR CONSTRUCTION NOT NOTED IN THE

CONSTRUCTION DOCUMENTS ARE NOT PART OF THIS NEW WORK. IF

DISCOVERED DURING THE COURSE OF THE DEMOLITION, THE

CONTRACTOR SHALL REPORT TO THE CONTRACTING OFFICER FOR

FURTHER INSTRUCTION.

CONTAINING MATERIALS (ACM) ARE PRESENT IN THE PROJECT AREA.

REFER TO EMC LABS REPORT DATED 12/09/2022 FOR IDENTIFICATION OF

PAINTS A

ASBESTOS AND LEAD BASED PAINT NOTES

1. ASBESTOS CONTAINING MATERIALS (ACM) ARE PRESENT IN THE

PROJECT AREA. REFER TO EMC LABS REPORT DATED 12/09/2022 FOR

IDENTIFICATION OF PAINTS AND MATERIALS UTILIZED IN HANGAR B1210.

2. PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES WHICH

WOULD DISTURB THE IDENTIFIED ACM, THE ABATEMENT CONTRACTOR

MUST MAINTAIN CURRENT LICENSES AS REQUIRED BY EAFB

GUIDELINES, THE STATE AND LOCAL JURISDICTIONS FOR THE REMOVAL,

TRANSPORTATION AND DISPOSAL OF ACM OR ANY OTHER REGULATED

MATERIALS AND ACTIVITIES.

3. THE CONTRACTOR SHALL PROVIDE AN ASBESTOS ABATEMENT PLAN

FOR THE CONTRACTING OFFICER TO REVIEW AND APPROVAL. THE

CONTRACTING OFFICER SHALL HAVE NOT LESS THAN 10 DAYS FOR

REVIEW AND APPROVAL. NO DEMOLITION WORK MAY COMMENCE PRIOR

TO APPROVAL OF THE PLAN.

4. THE CONTRACTOR SHALL ABATE AND DISPOSE OF ALL HAZARDOUS

MATERIALS FOUND AND/OR CONSTRUCTION, INCLUDING BUT NOT

LIMITED TO ACM, IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

5. THE CONTRACTOR SHALL HIRE AN INDEPENDENT THIRD PARTY AIR

TESTING / MONITOR DURING ACM ABATEMENT WORK TO VERIFY OTHER

PORTIONS OF THE BUILDING ARE NOT SUBJECT TO CONTAMINATION.

THE CONTRACTOR SHALL COORDINATE PERFORMANCE OF WORK WITH

THIRD PARTY AIR TESTING / MONITORING THROUGHOUT THE PROJECT.

6. ACM ABATEMENT SCOPE IS LIMITED TO THE REMOVAL OF ALL

EXISTING MATERIALS THAT ARE, OR WILL BECOME EXPOSED DUE TO

DEMOLITION OR CONSTRUCTION ACTIVITIES AS SHOWN WITHIN THE

PROJECT DOCUMENTS.

7. APPLICABLE LAWS AND REGULATIONS REGARDING THE PRESENCE OF

ASBESTOS SHALL BE FOLLOWED, INCLUDING PROVISIONS REQUIRING

NOTIFICATION TO REGULATORY AGENCIES, BUILDING OCCUPANTS,

RENOVATION CONTRACTORS AND WORKERS.

8. AN IN-PLACE OPERATIONS AND MAINTENANCE PROGRAM SHALL BE

PREPARED BY THE ABATEMENT CONTRACTOR FOR ANY REMAINING

INTACT ACM FOLLOWING BUILDING REMODEL WORK.

9. LEAD BASED PAINT WILL LIKELY BE DISTURBED DURING DEMOLITION

OR RENOVATION AND MUST BE REMOVED IF IT WILL NOT REMAIN INTACT

AND IN GOOD CONDITION THROUGHOUT THE DEMOLITION PROCESS.

THE SURVEY NOTED IN ITEM 1 ABOVE INCLUDES THE SURVEY FOR LEAD-

BASED PAINT. AS AN ALTERNATIVE TO THE INFORMATION IN THE

SURVEY, ALL PAINT MAY BE ASSUMED TO CONTAIN LEAD AND BE

TREATED AS LEAD BASED PAINT. IF ANY LEAD BASED PAINT IS

REMAINING AFTER DEMOLITION/RENOVATION, IT MUST BE INTACT AND IN

GOOD CONDITION, AND A LEAD OPERATIONS AND MAINTENANCE (O&M)

PLAN JUST BE MAINTAINED BY THE GOVERNMENT.

10 THE NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR

POLLUTION (NESHAP), REQUIRES REGULATED ASBESTOS CONTAINING

MATERIAL (RACM) BE IDENTIFIED AND REMOVED PRIOR TO DEMOLITION

OR RENOVATION IF THE RACM IS FRIABLE OR WOULD BECOME FRIABLE

DURING THE DEMOLITION.

11. ALL HAZARDOUS WASTE SHALL BE TRANSPORTED AND COLLECTED,

TEMPORARILY STORED, PACKAGED AND LABELED PER GOVERNMENT

GUIDELINES.

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e s k D o c s

/U S

D A

T O

-0 R iv e rs id e E le v a to r

C h ill e r

R e p la c e m e n t/

U S

D A

-U S

S L A

.r v t

:5 :2

G-002

GENERAL NOTES, ABBREVIATIONS

Designer

Author

Checker

2-26-2025

Project Number

1 2 3 4 5 6 6.5 7 8 8.5 9 9.5

H.7

7.1 8.9 108.1 9.1

Room

GH03

MECHANICAL RM

Room 125 Room

Room

Room 129A

Room

ELEV

Room

GH02

Stair 1

Room 105A

Room 105B

Room

Room 118 Room

Room

Room 108N

Room 108S

Room

Room 105C

Room

GH05

A-400

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e s k D o c s

/U S

D A

T O

-0 R iv e rs id e E le v a to r

C h ill e r

R e p la c e m e n t/

U S

D A

-U S

S L A

.r v t

:5 :2

A-100

LOWER LEVEL FLOOR PLAN

Designer

Author

Checker

2-26-2025

Project Number

1/16" = 1'-0"2

LOWER LEVEL OVERALL FLOOR PLAN

PLAN NORTH

0 16'8' 32'

6 6.5 7

7.1

10' - 4" 5' - 9"

6 6.5 7

7.1

A-402 3

2 1

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e s k D o c s

/U S

D A

T O

-0 R iv e rs id e E le v a to r

C h ill e r

R e p la c e m e n t/

U S

D A

-U S

S L A

.r v t

:5 :2

A-400

ENLARGED CHILLER PLANS

Designer

Author

Checker

2-26-2025

Project Number

1/4" = 1'-0"2

PARTIAL PLAN - CHILLERS

1/4" = 1'-0"1

PARTIAL DEMOLITION PLAN - CHILLERS

KEYED NOTES - DEMO - CHILLERS

Number Text Note

1 DEMO (E) CONCRETE PAD, (E) MECHANICAL EQUIPMENT- SEE

MECHANICAL

2 (E) CONCRETE PAD TO REMAIN, DEMO (E) MECHANICAL

EQUIPMENT - SEE MECHANICAL

3 (E) BOLLARDS TO REMAIN

KEYED NOTES - NEW - CHILLERS

1 (N) CHILLERS - SEE MECHANICAL

2 (N) CONCRETE PAD - SEE STRUCTURAL

3 (E) MECHANICAL EQUIPMENT ON (E) CONCRETE PAD

4 (E) BOLLARDS

PHOTO 1

PLAN NORTH

0 2' 4' 8'

PLAN NORTH

0 2' 4' 8'

'd' BAR DIAMETER

'D' = BAR BEND DIAMETER

6d FOR #3 THRU #8 8d FOR #9, #10, AND #11

CAP STIRRUPS MAY BE USED

WHEREVER 135 deg. CLOSED STIRRUPS

ARE SHOWN IN GRADE BEAM ONLY.

MAX.

SLOPE

2 12" MIN.

WIRE REINFORCING TOGETHER

180 DEG. BEND OFFSET 90 DEG. BEND

NOTE:

'd' BAR DIAMETER

135 DEG. BEND

'd' BAR DIAMETER

CAP STIRRUP

NOTE:

EXTEND BAR STRAIGHT

AS FAR AS POSSIBLE

AND BEND

FACE OF SUPPORT

TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12"

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR

BAR DEVELOPMENT LENGTH (Ld) SCHEDULE

ACI CLASS A TENSION SPLICE = 1.0 Ld LAP SPLICES FOR ACI CLASS B TENSION SPLICE = 1.3 Ld

BAR SIZE

TOP BARS

#3 #4 #5 #6 #7 #8 #9 #10 #11

OTHER BARS

f'c = 3000 PSI f'c = 4000 PSI

TOP BARS OTHER BARS

4" MIN.

6" MIN CONT.

CLEAN OUT TYP.

FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO

EXCAVATION (AS SHOWN) PROVIDED THE TRENCH WALLS ARE

STABLE AS DETERMINED BY THE SOIL ENGINEER.

FOUNDATIONS SHALL BEAR ON ACCEPTABLE SOIL, PER THE

SOIL REPORT, AS DETERMINED BY THE SOIL ENGINEER.

NOTES:

AFTER SET CLEAN TO REMOVE ALL

LAITANCE AND SCUM TO EXPOSED

COARSE AGGREGATE

2" HIGH STARTER WALL FOR

CONCRETE & MASONRY WALLS BELOW

GRADE WHERE APPLICABLE

2x PLANKING

CONT. TYPICAL

FORMWORK NOT

PERMITTED BELOW GRADE

UNLESS FULLY FORMED

CLEAN OUT BOTTOM

OF FOOTING PRIOR TO

FOUNDATION POUR

FOOTING WIDTH

PLUS 2"

STAKES NOT PER-

MITTED WITHIN

FOOTING SECTION

TYPICAL FOOTING TRENCH DETAIL 11"=1'-0"

TYPICAL REINFORCING BENDING & SPLICE DETAIL 51"=1'-0"

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

U S D A

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

95% SUBMITTAL

S-001

GENERAL NOTES AND

TYPICAL DETAILS

Designer

Author

Checker

1-09-2025

Project Number

REINFORCING

ALL REINFORCING SHALL CONFORM TO ASTM A-615 SPECIFICATIONS, 2-2628(B) GRADE 60 EXCEPT #3 BARS

MAYBE GRADE 40. WELDED BARS SHALL BE ASTM A-706

REINFORCING BARS SHALL BE SPLICED AND BENT IN STRICT ACCORDANCE WITH THE DRAWINGS AND DETAILS AND C.R.S.I. PUBLICATIONS. NO KINKS ALLOWED. ALL BARS SHALL BE CLEAN PRIOR TO CONCRETE

PLACEMENT.

PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR. BOTH VERTICALLY AND

HORIZONTALLY TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE WITH THE

DRAWINGS AND DETAILS. DOWELS SHALL BE CLEANED AFTER POUR.

USE LOW HYDROGEN ELECTRODES, GRADE E-70 OR E-90, FOR WELDING OF REINFORCING BARS.

SHOP DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR

APPROVAL PRIOR TO FABRICATIONS.

FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED ON THE

DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.

CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS, ROOFS, ETC. THE LOAD SHALL

NOT EXCEED THE DESIGN LIVE LOAD.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF PIPE, VENT, DUCT AND OTHER SIMILAR OPENINGS, AND EMBEDDED OR ATTACHED ITEMS.

DO NOT SCALE DRAWINGS.

GENERAL NOTES

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE JOB PRIOR TO STARTING CONSTRUCTION AND THE OWNER, ARCHITECT OR ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DIMENSIONS. WHERE NO DIMENSIONS ARE PROVIDED, CONSULT WITH OWNER, ARCHITECT OR ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING, ETC.

OBSERVATION VISITS TO THE SITE BY OWNER, ARCHITECT OR ENGINEER SHALL NOT INCLUDE THE INSPECTION OF

BRACING, SHORING, ETC.

NO OPENINGS, POCKETS, NOTCHES, BLOCKOUTS, ETC., ARE ALLOWED IN STRUCTURAL ELEMENTS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT OR ENGINEER OF ANY OPENINGS, POCKETS, ETC., SHOWN BY OTHER DRAWINGS BUT NOT SHOWN ON STRUCTURAL DRAWINGS.

ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER

PRIOR TO PROCEEDING WITH THE WORK.

ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ARCHITECT OR

ENGINEER.

ALL WORK SHALL COMPLY WITH THE REQUIREMENT OF INTERNATIONAL BUILDING CODE 2021, AND ALL OTHER

LOCAL OR STATE AGENCIES HAVING JURISDICTION OVER THIS PROJECT.

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO PROJECT SPECIFICATIONS,

PLANS AND ALL GOVERNING ORDINANCES.

10.

11.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREET AND UTILITIES IN ACCORDANCE WITH ALL

NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

12.

SEISMIC DESIGN DATA:

SEISMIC IMPORTANCE FACTOR

MAPPED SPECTRAL RESPONSE: S 1

SITE CLASSIFICATION: D

SPECTRAL RESPONSE: DS

SEISMIC DESIGN CATEGORY: D

Ie = 1.0

S = 1.91 S = 0.69

S = 1.35

DESIGN CRITERIA

WIND LOADS:

BASIC WIND SPEED (3-SEC. GUST) = 96 MPH

WIND EXPOSURE = C

RISK CATEGORY II

CONCRETE

LIGHTWEIGHT AGGREGATES (CONFORMING TO ASTM C330) SHALL BE APPROVED BY THE ENGINEER, AND

THEIR MAXIMUM SIZE SHALL BE ONE INCH.

HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1-1/2 INCHES

FOR FOOTINGS GRADE BEAMS AND 1 INCH FOR ALL OTHER WORK.

CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II.

CONCRETE SHALL BE AS FOLLOWS:

CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE WITH A DESIGN STRENGTHS OVER 2000 PSI.

ONLY ONE GRADE OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME.

A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE WITH DESIGN STRENGTH OVER 2500 PSI.

COPIES OF THE MIX DESIGN SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER, AND

CONTRACTING OFFICER FOR APPROVAL BEFORE USE.

NOTE: A HIGHER GRADE OF CONCRETE MAY BE SUBSTITUTED FOR THOSE SHOWN ABOVE, BUT WILL BE

SUBJECT TO THE CODE REQUIREMENTS OF THE HIGHER GRADE.

ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED PER ACI 318 CLASS B SPLICE OR 40 DIAMETERS (GRADE 60) AT SPLICES, AND SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS.

MINIMUM LAP SHALL BE 2'-0" LONG.

FORMS FOR CONCRETE STRUCTURAL MEMBERS (SLABS, BEAMS, ETC.) SHALL NOT BE

STRIPPED UNTIL THE CONCRETE HAS REACHED ITS DESIGNED STRENGTH.

ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN METHOD.

A MIX THAT PRODUCES THE LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE

USED (4-1/2" MAXIMUM SLUMP UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER.)

CONCRETE GROUT SHALL BE NON SHRINKING WITH SUFFICIENT WATER TO ALLOW POURING.

ULTIMATE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS SHALL BE EQUAL TO 3000 PSI MINIMUM.

DRY PACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT AND ONE PART SAND WITH

SUFFICIENT WATER TO ALLOW A SMALL AMOUNT OF PASTE TO COME TO THE SURFACE.

ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES

INVOLVED AND SHALL BE APPROVED BY THE ENGINEER.

BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL

OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC., RELATING TO WORK.

16.

15.

14.

13.

12.

11.

10.

CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

B. EXPOSED TO EARTH OR WEATHER

1. CAST-IN-PLACE - NON STRESSED 2"

C. NOT EXPOSED TO EARTH OR WEATHER 2"

1. MAIN BARS IN BEAMS AND COLUMNS 2"

2. TIES AND STIRRUPS 1 1 2"

FOOTINGS HARDROCK 3000 PSI 145 PCF

AGGREGATES STRENGTH

@ 28 DAYS

DRY

WEIGHT

LOCATION

SLAB-0N-GRADE HARDROCK 4000 PSI 145 PCF

EQUIP. PADS HARDROCK 4000 PSI 145 PCF

MAX W/CM

RATIO

0.50 0.50 0.50

1. SPECIAL INSPECTION PER IBC 2021 CHAPTER 17 BY A PERSON WHOSE QUALIFICATIONS ARE ACCEPTABLE TO THE STRUCTURAL ENGINEER OF RECORD AND SHALL BE REQUIRED FOR THE FOLLOWING WORK:

A. CONCRETE STRENGTH GREATER THAN 2500 psi

B. POST INSTALLED ANCHORS WEDGE AND EPOXY ANCHORS.

C. HIGH STRENGTH BOLTS

D. SHOP AND FIELD WELDING

2. INSPECTION REPORTS SHALL BE PROVIDED TO THE CONTRACTING OFFICER, ENGINEER, OR ARCHITECT

OF RECORD WITHIN ONE WEEK OF INSPECTION

3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO DEMONSTRATES COMPETENCE TO THE SATISFACTION OF THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE

THE STRUCTURE FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR

OPERATION REQUIRING SPECIAL INSPECTION.

4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:

THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH:

A. THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR SHALL NOT ALTER, MODIFY, ENLARGE, OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS.

B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CONTRACTING OFFICER, THE

ROFESSIONAL-OF-RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED,

SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE

CONTRACTING OFFICER, AND THE PROFESSIONAL-OF-RECORD, UNTIL ALL CORRECTIONS HAVE BEEN

COMPLETED.

C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK

REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN

CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE

WORKMANSHIP PROVISIONS OF THE BUILDING CODE.

5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER SPECIFIED

TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED

SPECIAL INSPECTION PER 2021 IBC

E. CONCRETE MASONRY CONSTRUCTION

LEGEND

(N) NEW

TYP TYPICAL CONDITION

@ AT

W/ WITH

EQUIV EQUIVALENT

Ø DIAMETER

CONC CONCRETE

PLATEPL.

AB ANCHOR BOLT

& AND

DETAIL REFERENCE

EA EACH

SHEET NUMBER

S-XXX

DETAIL NUMBER

STD STANDARD

CLR. CLEAR

FINAL DESIGN SUBMITTAL (IFC)

2-26-2025 5 17

'-3

10'-4"

1'- 6"

1'-6" TYP

S-101 TYP

6" CONC PAD

#4 @ 14" OC EACH

WAY PLACED 2" FROM

TOP OF SLAB

#4 CONT

TYP

TOOLED

RADIUS

1'- 0"

F G

CHILLER 1 & 2 ANCHOR AND PAD SECTION 2NTS

ANCHOR LOCATION PLAN

MIN 3 ANCHORS

PER LONG SIDE

TYP

2" C

3- 3 4" Ø HILTI KB TZ2

W/ NOMINAL 4 1 2" EMBED

INTO CONCRETE EACH

LONG SIDE

(TOTAL 6 ANCHORS)

ICC - ESR-4266 OR EQUIVALET

SEE MECH DWGS

CHILLER

WT = 6331 LBS

9" MIN.

2" C

3" C

1'- 0"

TYP

SEE PLAN

BUFFER TANK PAD AND ANCHORAGE DETAIL 4NTS

BUFFER TANK

WT = 15400 LBS

45°

CONCRETE PAD AND ANCHOR LOCATION PLAN

TYP

5'-6"

5'- 6"

BUFFER TANK ANGLE CONNECTION DETAIL 3NTS

3-SIDES

BUFFER TANK

ANGLE BY TANK

MANUFACTURER

(N) CONC PAD

S2.1

A A

SECTION A-A

8 " Ø HILTI KB TZ

W/ NOMINAL 4 1 2" EMBED

INTO CONCRETE

(TOTAL 6 ANCHORS)

8- 3 4" Ø HILTI KB TZ2

W/ NOMINAL 4 1 2" EMBED

INTO CONCRET

(ICC-ESR-4266) OR

EQUIVALENT

ANGLES BY TANK

MANUFACTURER

TYP

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

U S D A

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

95% SUBMITTAL

S-101

CHILLER FOUNDATION PLAN

AND SECTION

Designer

Author

Checker

1-09-2025

Project Number

PLAN CHILLER CONCRETE PAD 11/4"=1'-0"

FINAL DESIGN SUBMITTAL (IFC)

2-26-2025 6 17

DUCT PRESSURE CLASS

INDICATOR (INCHES W.G.)

DUCT BRANCH TAKE-OFF -

RECTANGULAR

FIRE DAMPER -

VERTICAL POSITION

(HORIZONTAL AIR FLOW)

SUPPLY AIR W/ FLOW RATE

(SG = GRILLE; CD = CEILING

DIFFUSER; SR = REGISTER)

(200 = CFM QUANTITY)

CD-1

200 CFM

1 2

DUCTWORK SYMBOLSDUCTWORK ACCESSORIES SYMBOLS

SINGLE LINE DOUBLE LINE

SUPPLY AIR W/ FLOW RATE AND

W/ THROW DIRECTION

(SG = GRILLE; CD = CEILING

DIFFUSER; SR = REGISTER)

(200 = CFM QUANTITY)

LD-1

200 CFM

CD-1

200 CFM

SUPPLY AIR W/ FLOW RATE

(LD = LINEAR DIFFUSER)

(200 = CFM QUANTITY)

LD-1

200 CFM

SUPPLY AIR W/ FLOW RATE AND

W/ THROW DIRECTION

(LD = LINEAR DIFFUSER)

(200 = CFM QUANTITY)

SUPPLY AND OUTSIDE AIR DUCT

ELBOW DOWN AND UP

RETURN AIR DUCT ELBOW

DOWN AND UP

EXHAUST AIR DUCT ELBOW

DOWN AND UP

SUPPLY AIR FLOW DIRECTION

EXHAUST OR RETURN AIR FLOW

DIRECTION

FIRE DAMPER -

HORIZONTAL POSITION

(VERTICAL AIR FLOW)

AUTOMATIC AIR DAMPER

BACK DRAFT DAMPER

BDD

MANUAL BALANCING DAMPER

ACCESS DOOR - HORIZONTAL

ACCESS DOOR - VERTICAL

RETURN W/ FLOW RATE

(RG = GRILLE; RR = REGISTER)

(200 = CFM QUANTITY)

RG-1

200 CFM

EXHAUST W/ FLOW RATE

(EG = GRILLE; ER = REGISTER)

(200 = CFM QUANTITY)

EG-1

200 CFM

R / D

DUCT SIZE - RECTANGULAR;

FIRST NUMBER SHOWN IS

DIMENSION OF SIDE SHOWN

(DIMENSIONS ARE CLEAR INTERNAL)

20"x12"

DUCT PITCH IN DIRECTION OF

FLOW (R = RISE; D = DROP)

FLEXIBLE DUCT CONNECTION

DUCT CAP

DUCT BRANCH TAKE-OFF -

ROUND

AND

RG-1

200 CFM

EG-1

200 CFM

CD-1

200 CFM

CD-1

200 CFM

LD-1

200 CFM

LD-1

200 CFM

DUCT SIZE - ROUND;

NUMBER SHOWN IS DIAMETER

DIMENSION OF DUCT (DIMENSIONS

ARE CLEAR INTERNAL)

20"ø

COMBINATION FIRE/SMOKE

DAMPER -

VERTICAL POSITION

(HORIZONTAL AIR FLOW)

COMBINATION FIRE/SMOKE

DAMPER -

HORIZONTAL POSITION

(VERTICAL AIR FLOW)

SINGLE LINE DOUBLE LINE

SMOKE DAMPER -

VERTICAL POSITION

(HORIZONTAL AIR FLOW)

SMOKE DAMPER -

HORIZONTAL POSITION

(VERTICAL AIR FLOW)

F & T

PSD

STANDARD MECHANICAL SYMBOLS

BALL VALVE

BUTTERFLY VALVE

AAV

MAV

R / D

CALIBRATED BALANCING VALVE

CHECK VALVE

STRAINER

UNION

PRESSURE GAGE & COCK

THERMOMETER

PIPE CAP

PIPE ELBOW DOWN

PIPE ELBOW UP

PIPE TEE DOWN

PIPE TEE UP

45 DEGREE DROP

PIPING SYMBOLS

PLUG VALVE

GATE VALVE

GLOBE VALVE

CHECK VALVE W/ BALL DRIP

PITCH OF PIPE (R = RISE; D = DROP)

IN DIRECTION OF FLOW

PRESSURE / TEMPERATURE PORT

STRAINER (BLOW-OFF TYPE)

AUTOMATIC AIR VENT

MANUAL AIR VENT

GATE ANGLE VALVE

GLOBE ANGLE VALVE

BALANCING VALVE

CONCENTRIC REDUCER

ABBREVIATION OF ITEM

ABV.

RELIEF VALVE

PRESSURE REGULATING VALVE

FLEXIBLE CONNECTION

PIPING ACCESSORIES SYMBOLS

METERM

SINGLE LINE DOUBLE LINE

THERMOMETER WELL

TRAP, STEAM W/ TYPE (F & T =

FLOAT & THERMOSTAT;

BT = BUCKET, TT = THERMOSTATIC)

PUMP SUCTION DIFFUSER

PIPING LINETYPES LEGEND

HYDRONIC HOT WATER RETURN

HYDRONIC HOT WATER SUPPLY

PIPING WITH ABBREVIATION

(ABV=TYPE; SEE ABBREVIATIONS)

(ABV)

CHILLED WATER SUPPLY

CHILLED WATER RETURNCHWR

CHWS

PIPING WITH ABBREVIATION

UNDERGROUND (DOUBLE LINE)

(ABV)

HWR

HWS

REFRIGERANT LIQUIDRL

REFRIGERANT SUCTIONRS

CONDENSATE DRAINCD

STEAMSTM

AND

CONDENSATE RETURNCR

GENERAL SYMBOLS

DUCTWORK LINETYPES LEGEND

AHU-1

DUCTWORK WITH ABBREVIATION

(ABV=TYPE; SEE ABBREVIATIONS)

DRAWING NOTE HEX - NEW WORK

DRAWING NOTE BOX - DEMOLITION

CONNECT TO EXISTING /

POINT OF WORK

CALLOUT OUTLINE

EQUIPMENT MARK AND NUMBER

M-XXX

SHEET NUMBER WHERE SECTION

/ DETAIL IS SHOWN

DETAIL OR SECTION BUBBLE

DETAIL OR SECTION NUMBER

EXHAUST AIREA

OUTSIDE AIR

RETURN AIR

SUPPLY AIR

(ABV)

FLUE VENTV

HUMIDISTAT

HVAC CONTROL SYMBOLS

ROOM THERMOSTAT

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSORCO

CO2

ANTI-TERRORISM FORCE

PROTECTION SHUT-DOWN BUTTON

COMBINATION HUMIDISTAT & THERMOSTATH/T

NOTES:

A. THIS LEGEND IS COMPOSED OF STANDARD SYMBOLS AND APPLIES

TO THE SET OF DRAWINGS TO THE EXTENT APPLICABLE.

B. SYMBOLS ARE REPRESENTATIONAL AND MAY NOT REFLECT

ACTUAL CONDITIONS.

C. REFER TO HVAC CONTROL SCHEMATIC DRAWINGS FOR

ADDITIONAL CONTROL SYMBOLS & ABBREVIATIONS.

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :5

M001

MECHANICAL SYMBOLS & ABBREVIATION

Designer

Author

Checker

2-26-2025

7 17

BUFFER TANK SCHEDULE

MARK LOCATION

SYSTEM AND/OR

SERVICE

TYPE

APPROX SYSTEM VOLUME

SYSTEM TEMPERATURE RANGE INITIAL PRESSURE IN

TANK

MAX OPERATING

PRESSURE

FILL PRESSURE AT TANK

MIN VOLUME TANK MIN BLADDER VOLUME PIPE SIZE TO TANK VENT SIZE

MANUFACTURER/MODEL NOMIN MAX RELIEF VALVE AT TANK

GAL [L] °F [°C] °F [°C] PSIG [kPa] PSIG [kPa] PSIG [kPa] PSIG [kPa] GAL [L] GAL [L] IN [mm] IN [mm]

BT-1 MECHANICAL YARD CHILLED WATER VERT DIAPHRAGM 700 [ 2600 ] 40 [ 4 ] 60 [ 16 ] 43 [ 300 ] 125 [ 860 ] 80 [ 550 ] 70 [ 480 ] NA #VALUE! NA #VALUE! 6 [ 150 ] 3/4" #VALUE! WESSELS/CBT-700

AIR COOLED CHILLER SCHEDULE

MARK LOCATION

AREA AND/OR

BLDG SERVED

TYPE

CAPACITY

# OF COMP

COOLING

EFFICIENCY

(EER)

NPLV.IP

MAX IPLV

(kW/TON)

EVAPORATOR CONDENSER ELECTRICAL

MANUFACTURER MODEL NO

FLOW EWT LWT MAX WPD

FOULING

FACTOR

AMBIENT OA

TEMP

COMPRESSOR MOTOR TOTAL

# COMP HP [kW] PHASE VOLT

FANS

MCA MOCP

PHASE VOLT

TONS [kW] GPM [L/s] °F [°C] °F [°C] FT [kPa] °F [°C] AMPS AMPS

CH-1&2 MECHANICA;L YARD WHOLE BUILDING SCROLL 132 [ 460 ] 6 7.26 15.6 17.51 264 [ 17 ] 53 [ 12 ] 43 [ 6 ] 8.43 [ 25 ] 0.0001 95 [ 35 ] 6 35 [ 26 ] 3 460 8 261.4 300 3 460 CARRIER 30RC-1326S015-7-2

PUMP SCHEDULE

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM AND/OR SERVICE TYPE

CIRCULATING FLUID

MIN % EFF

ELECTRICAL MOTOR

FLUID

FLOW HEAD NPSH AVAILABLE TEMPERATURE

SP GR

NOMINAL POWER

PHASE VOLT MAX RPM SPEED CONTROL MANUFACTURER/MODEL NO

GPM [L/s] FT [kPa] FT [kPa] °F [°C] HP [kW]

CHWP1&2 MECHANICAL ROOM 126 USDA Salinity Laboratory CHILLED WATER END-SUCTION CHILLED WATER 530 [ 33 ] 100 [ 1600 ] 9.9 [ 160 ] 55 [ 13 ] 92 80 20 [ 15 ] 3 460 1750 VARIABLE TACO/FI3011D

[ ] [ ] N/A [ ]

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :5

M002

MECHANICAL SCHEDULES

Designer

Author

Checker

2-26-2025

8 17

1 2 3 4 5 6 6.5 7 8 8.5 9 9.5

H.7

7.1 8.9 108.1 9.1

M201 1 M201

M202

1 2 3 4 5

MECHANICAL RM

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :5

M100

MECHANICAL LOWER LEVEL OVERALL FLOOR

PLAN

Designer

Author

Checker

2-26-2025

Project Number 1/16" = 1'-0"1

MECHANICAL LOWER LEVEL OVERALL FLOOR PLAN

9 17

1 2 3 4 5

M202

(E)AHU-5 (E)AHU-4

(E)AHU-1

CH-2

CH-1

MECHANICAL RM

CONFERENCE RM

Room

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :5

M101

MECHANICAL MID LEVEL OVERALL FLOOR PLAN

Designer

Author

Checker

2-26-2025

Project Number

1/16" = 1'-0"1

MECHANICAL MID LEVEL OVERALL FLOOR PLAN

10 17

6 6.5 7

7.1

CH-2

CH-1

BT3

1' - 6"

"ø

C H

W R

"ø

C H

W R

"ø

C H

W S

6"ø CHWR

Room

(E)CH-1

WS-1

ST-1

CAT-1

PCP1

PCP2

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :5

M201

MECHANICAL YARD FLOOR PLAN

Designer

Author

Checker

2-26-2025

Project Number

1/4" = 1'-0"1

MECHANICAL YARD FLOOR PLAN-NEW

1/4" = 1'-0"2

MECHANICAL FLOOR PLAN-MECHANICAL

YARD - DEMO

DEMOLISION KEYED NOTES

1. REMOVE AND DEMOLISH EXISTING 200-TON CHILLER INCLUDING IING, WIRING, CONTROL

INSTRUMENT AND ALL RELATED ACCESSORIES.

2. POD TO EXISTING 6" CHILLED WATER SUPPLY AND RETURN.

3. REMOVE AND DEMOLISH EXISTING WATER STORAGE TANK WITH ALL ACCESSORIES AND

PIPING.

4. REMOVE AND DEMOLISH WATER SOFTENER SYSTEM.

5. REMOVE AND DEMOLISH ACTIVE CARBONE TANK.

6. REMOVE AND DEMOLISH EXITING COOLING TOWER WITH ALL RELATED ACCESSORIES.

7. REMOVE AND DEMOLISH EXISTING PRE COOLING WATER PUMPS WITH PIPING, WIRING, FITTING

AND ALL RELATED ACCESSORIES.

0 RENOVATION KEYED NOTES

1. PROVIDE NEW 132-TON CHILLER WITH BACNET CONTROL SYSTEM .

2. POINT OF CONNECTION TO EXISTING 6" CHILLED WATER SUPPLY AND RETURN.

3. ROVIDE A NEW 700-GALLON BUFFER TANK ON THE CHILLED WATER RETURN WITH ACCESSORIES.

4. PROVIDE AND INSTALL A 6" BYPASS FOR BUFFER TANK.

5. PROPORTIONAL ISOLATION VALVE TO PREVENT WATER FLOWING THROUGH A DISABLED CHILLER.

6. MANUAL ISOLATION VALVE ON SUPPLY AND RETURN FOR MAINTENANCE.

7. INSTALL FLEXIBLE JOINTS ON THE SUPPLY AND RETURN CONNECTIONS OF THE CHILLER TO ABSORB

VIBRATIONS, ACCOMMODATE THERMAL EXPANSION, AND SIMPLIFY INSTALLATION AND REMOVAL OF

THE CHILLER FOR MAINTENANCE OR REPLACEMENT BY ALLOWING SOME MOVEMENT IN THE

CONNECTIONS.

BYPASS

11 17

(E)CHWP-2

(E)CHWP-1 1

(E)AHU3

(E)AHU2

2 3

MECHANICAL RM

4 5

(E) AIR

SEPERATOR

(E)AHU2

(E)AHU3

(N)CHWP-2

(N)CHWP-1

MECHANICAL RM

(E)AHU-4(E)AHU-5

CONTROL

VALVE

CONTROL

VALVE

CONFERENCE RM

"ø

C H

W R

"ø

C H

W S

CONTROL

VALVE

(E)AHU-1

MECHANICAL RM

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :0

M202

MECHANICAL ENLARGED PLAN

Checker

2-26-2025

Project Number

1/4" = 1'-0"1

MECHANICAL FLOOR PLAN-MECHANICAL ROOM

126-DEMO

1/4" = 1'-0"2

MECHANICAL FLOOR PLAN-MECHANICAL ROOM

126-NEW

DEMOLITION KEYED NOTES

1. REMOVE AND DEMOLISH EXISTING CHILLED WATER PUMPS AND ALL RELATED ACCESSORIES..

2. REMOVE AND DEMOLISH EXISTING CONTROL PANEL FOR CHILLED WATER PUMPS.

3. KEEP AND PROTECT EXISTING VFD FOR NEW CHWS & CHWR.

4. REMOVE AND DEMOLISH EXISTING BYPASS LINE AND 3-WAY VALVE.

5. REMOVE EXISTING 3-WAY VALVE.

6. EXISTING AIR SEPERATOR TO BE REMAIN.

RENOVATION KEYED NOTES

1. PROVIDE NEW CHILLED WATER PUMPS FOR NEW CHILLER WITH ALL ACCESSORIES INCLUDING AIR

SEPARATOR, FLEXIBLE CONNECTOR, GATE VALVE AND PRESSURE GAUGE.

2. PROVIDE A NEW CONTROL PANEL FOR CHILLED WATER PUMPS.

3. REPLACE 3-WAY VALVE WITH A 3", 2-WAY VALVE ON THE CHILLED WATER RETURN PIPE TO REGULATE

FLOW AND MAINTAIN SYSTEM EFFICIENCY.

4. REPLACE 3-WAY VALVE WITH A 6", 2-WAY VALVE ON THE CHILLED WATER RETURN PIPE TO REGULATE

FLOW AND MAINTAIN SYSTEM EFFICIENCY.

5. REPLACE 3-WAY VALVE WITH A 1-1/2", 2-WAY VALVE ON THE CHILLED WATER RETURN PIPE TO

REGULATE FLOW AND MAINTAIN SYSTEM EFFICIENCY.

6. REPLACE 3-WAY VALVE WITH A 2", 2-WAY VALVE ON THE CHILLED WATER RETURN PIPE TO REGULATE

FLOW AND MAINTAIN SYSTEM EFFICIENCY.

7. PROVIDE DIFFERENTIAL PRESSURE (DP) AT THE END OF THE BUILDING'S CHILLED WATER LOOP.

8. THE PUMP SPEEDS ARE MODULATED TO MAINTAIN THE DIFFERENTIAL SET POINT.

9. INSTALL A NEW 6" BYPASS WITH MANUAL VALVE TO ISOLATE THE SYSTEM FROM CHILLERS AND

BUFFER TANK DURING COMMISSIONING OR MAINTENANCE.

10. PROVIDE AND INSTALL A 3" BYPASS LINE IN THE CHILLED WATER SYSTEM WITH AN AUTOMATIC MODULATING VALVE TO MAINTAIN THE MINIMUM REQUIRED FLOW RATE FOR CHILLER PROTECTION

AND PERFORMANCE.

1/8" = 1'-0"3

MECHANICAL FLOOR PLAN-CONFERENCE ROOM 24

1/4" = 1'-0"4

MECHANICAL FLOOR PLAN-MECHANICAL ROOM 18

(E)VFD(N)CONTROL

PANEL

DP 7

12 17

HWS

HWR

BALL VALVE (TYP)2-WAY AUTOMATIC

CONTROL VALVE

STRAINER WITH BALL

VALVE, CAP, AND

CHAIN

AUTOMATIC BALANCING VALVE (GRISWOLD OR APPROVED

EQUAL). CONTRACTOR SHALL PROVIDE A VALVE TAG WITH

NUMBER AND FLOW PER SPECIFICATIONS.

TEST PLUG (TYP.)

AIR

FLO

6" MIN.

3/4" DRAIN

CAP

NOTES:

1. LOCATE PIPE UNIONS AND ARRANGE PIPING TO FACILITATE COIL REMOVAL.

2. ON LINES 2" AND SMALLER, LOCATE THERMOMETER WELLS IN PIPE ELBOW.

3. FOR PIPE SIZES REFER TO PLANS AND SCHEDULES.

CONCENTRIC

REDUCER (AS

NEEDED)

UNION (TYP.)

ANGLE

18 GAUGE

GALVANIZED

SHEET METAL

SADDLE

INSULATION

LENGTH THREE

TIMES

PIPE SIZE MIN. 9"

3/8"

DIA.

MIN.

ROD

CLEVIS

STYLE

HANGE

TACK WELD

PIPE

SADDLE

TO HANGER

INSULATION

ANGLE

UNISTRU

18 GAUGE

GALVANIZED

SHEET METAL

SADDLE

1/2"

DIA.

MIN.

ROD

PIPE

CLAM

INSULATION

PIPE

TACK WELD

PIPE

SADDLE

TO HANGER

SINGLE PIPE

TWO OR MORE PIPES

TYPE OF PIPE SIZE MAX. SPACING

STEEL 1-1/2" AND SMALLER

2" AND LARGER

7 FT

10 FT

BRASS

COPPER

3/4" AND SMALLER

1" TO 1-1/4"

5 FT

6 FT

1-1/2" TO 3"

4" AND LARGER

8 FT

10 FT

PIPE SUPPORT SPACING SCHEDULE

STEEL ROD SIZING SCHEDULE

PIPE, IPS ROD

1/2 IN2-1/2 IN

1/2 IN3 IN

4 IN 5/8 IN

6 IN 3/4 IN

3/8 INTO 2 IN

BT-1

AHU-2

AHU-3

CH-1

CH-2

VFD

AIR SEPARATOR

STRAINER

PRESSURE

REGULATOR

AIR VENT

PRESSURE TAP,

TYP.

CHILLED WATER PUMP

AIR VENT

BUFFER TANK

THERMOMETER,

TYP.

STRAINER

PRESSURE

TAP, TYP.EQUIPMENT

WITHIN CHILLER

(TYP. 2)

AIR COOLED

CHILLER

TO CHEMICAL FEED

CHWS

EXPANSION TANK

MANUAL AIR VENT AT HIGH POINTS

2-WAY PRESSURE

INDISPENSABLE CONTROL

VALVE, TYP.

PETE'S PLUG, TYP.

AIR HANDLING UNIT

COOLING COILS

CHWR

EQUIPMENT

WITHIN CHILLER

(TYP. 2)

C H

W S

C H

W R

TO OTHER AIR HANDLERS

AHU-1,4,5

MANUAL AIR VENT AT HIGH POINTS

2-WAY PRESSURE

INDISPENSABLE CONTROL

VALVE, TYP.

PETE'S PLUG, TYP.

AIR HANDLING UNIT

COOLING COILS

CHWR

CHWS

CHWR

BYPASS

-CONTROL

VALVE.

BYPASS

EQUIPMENT WITHIN

MECHANICAL ROOM 126

AIR COOLED

CHILLER

CHWS

CHWR

CHWS

C H

W S

C H

W S

C H

W R

BACKFLOW PREVENTER

3/4"

SHEET IDUSDA AGRICULTURAL RESEARCH SERVICE

USDA/ARS, PA

DRAWN BY:

PROJ. MANAGER:

CHECKED BY:

ISSUE DATE:CONTRACT NO.:

PPM

3 5 7 9 11 13 15 17 19

DATEMARK DESCRIPTION

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

2221 23

800 BUCHANNAN STREET

ALBANY, CA

US SALINITY LABORATORY

USDAA-E FIRM

REVISIONS

Agricultural Research Service

UNIVERSITY OF CALIFORNIA, RIVERSIDE, CA

SHT OF

PROJECT NO:

EPM

SAFETY & HEALTH

REAL PROPERTY

ELEVATOR MODERNIZATION AND CHILLER REPLACEMENT AT USSL

FINAL DESIGN SUBMITTAL (IFC)

A u to d e sk

D o cs

S D

A T

O -0

R iv e rs id e E le va to r

C h ill e r

R e p la ce m e n t/ U

S D

A -U

S S

L M

.r vt

:1 :0

M300

MECHANICAL DETAIL

Designer

Author

Checker

2-26-2025

Project Number

1" = 1'-0"2 Cooling Coil

1" = 1'-0"3 Pipe Hanger

1" = 1'-0"1

CHILLER SYSTEM PIPING DIAGRAM

13 17

SINGLE LINE LEGEND:

EC-1

a,b,c

A,A1

APPEAR AS PART OF THESE DRAWINGS IF NOT REQUIRED.

SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY

100A

NOTE:

HOMERUN TO RESPECTIVE PANEL OR TERMINAL

CABINET - UNDERGROUND

SECTION DESIGNATION; TOP LETTER INDICATES SECTION,

HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET -

OVERHEAD

BOTTOM LETTER/NUMBER INDICATES SHEET

DETAIL DESIGNATION; TOP NUMBER INDICATES DETAIL,

CONDUIT RISER - DOWN

CONDUIT RISER - UP

MOTOR, N.I.E.S. CONNECT AS REQUIRED, NUMBER INDICATES HP

MAIN SWITCHBOARD OR MOTOR CONTROL CENTER, SEE ONE LINE

DIAGRAM

TRANSFORMER, MOUNTING AS NOTED

PANELBOARD - SURFACE MOUNTED - SEE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 5, 2025.