Attachment 3 Drawings.pdf

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

LOCATION MAPVICINITY MAP

EDINBURG - KERRVILLE BLDG 4

22675 N MOOREFIELD RD

MAB6419

35% SUBMITTAL

(DEVELOPED TO 100%)

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

DRAWING INDEX

A/E CONTRACT NO: 12805B23D0001

A/E ORDER NO: 1232SA25F0384

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

G100

COVER SHEET

04/20/2026

Designer

Author

Checker

0 0

PROJECT LOCATION

PROJECT LOCATION:

EDINBURG - KERRVILLE BLDG. 4

22675 N MOOREFIELD RD

MAB6419

N MOOREFIELD ROAD

SHEET

DRAWING

NUMBER

NUMBER OF

DRAWINGS SHEET NAME

00 - GENERAL

G100 0 0 COVER SHEET

10 - STRUCTURAL

S001 STRUCTURAL ABBR. AND LEGEND

S100 FOUNDATION PLAN

20 - ARCHITECTURAL

D100 DEMOLITION PLANS

D200 EXTERIOR ELEVATIONS DEMOLITION

A100 OVERALL PLAN

A101 OVERALL 3D VIEW

A102 WALKWAY LAYOUT PLAN

A103 ROOF PLAN

A110 ENLARGED PEN LAYOUT PLAN AREA A

A111 ENLARGED PEN LAYOUT PLAN AREA B

A112 ENLARGED PEN LAYOUT PLAN AREA C

A200 EXTERIOR ELEVATIONS

A300 BUILDING SECTIONS

A310 VAT ACCESS CAP DETAIL

A401 SLIDING GATE DETAILS

A501 SWING GATE DETAILS

A502 MAINTENANCE GATE DETAILS

A600 DETAILS

30 - PLUMBING

P100 PLUMBING PLAN

40 - ELECTRICAL

ED100 ELECTRICAL DEMOLITION

E001 ELECTRICAL GENERAL NOTES AND LEGEND

E100 POWER PLAN

EL100 LIGHTING PLAN

E600 PANEL SCHEDULE

E700 LIGHTING SLIDES

SYMBOLS:

VIEW TITLES:

PLAN SYMBOLS:

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

WALL SECTION MARK

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

BUILDING SECTION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL NUMBER (TYP.)

AREA COVERED BY

DETAIL

KEYNOTE

TAG

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

NORTH ARROWS

FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE

EXTERIOR ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

PLAN NORTH

S-100

S-100

S-100

S-100

S-100

ELEVATIONS, DETAILS & CALLOUTS

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

S100

AFF

AISC

APPROX.

ARCH.

AHU

AWS

BC

bf

BFF

BOT. OR B

BRG

C&C

CJ OR CONST. JT.

CL

CFSS

C.G.

CLR.

CMU

COL.

COMP.

CONC.

CONT.

CRSI

D

DIA.

db

DCJ

DL.

DO

DWG.

EL.

E.O.S.

EQ.

E.S.

E.W.

EXP.

FD

FIN.

F.F.

GALV.

GR

HSS

IP

IN

JST

JT.

K

KSF

LL

LLH

LLV

MAX.

MECH.

MFR.

MIN.

NO. OR #

O.C.

OF

PL

PSF

PSI

RP

REQ'D

SP

SN

SCH

SJ

STIFF.

T t

TC

T.O.C.

T.O.S.

TYP.

U.N.O.

W/

WWF

W.P.

ABOVE FINISHED FLOOR

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APPROXIMATE

ARCHITECTURAL

AT

AIR HANDLING UNIT

AMERICAN WELDING SOCIETY

BOTTOM CHORD

FLANGE WIDTH

BELOW FINISHED FLOOR

BOTTOM OR BOTTOM MOST

BEARING

COMPONENT AND CLADDING

CONSTRUCTION JOINT

CENTERLINE

COLD FORMED STEEL STUD

CENTER OF GRAVITY

CLEAR

CONCRETE MASONRY UNIT

COLUMN

COMPOSITE

CONCRETE

CONTINUOUS

CONCRETE REINFORCING STEEL INSTITUTE

DEPTH

DIAMETER

BAR DIAMETER

DOWELED CONTROL JOINT

DEAD LOAD

DITTO

DRAWING

ELEVATION

EDGE OF SLAB

EQUALLY

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FINISHED, FINISH

FINISHED FLOOR

GALVANIZED

GALVANIZED STEEL GRATING

HOLLOW STEEL SECTION

POSITIVE MOMENT OF INERTIA

NEGATIVE MOMENT OF INERTIA

JOIST

JOINT

KIP (KILO POUND)

KIPS PER SQUARE FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

NUMBER

ON CENTER

OUTSIDE FACE

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

RADIUS POINT

REQUIRED

POSITIVE SECTION MODULUS

NEGATIVE SECTION MODULUS

SCHEDULE

SAW JOINT

STIFFENER

TRUSS

THICKNESS

TOP CHORD

TOP OF COLUMN

TOP OF STEEL

TYPICAL

UNLESS OTHERWISE NOTED

WITH

WELDED WIRE FABRIC

WORKING POINT

ABBREVIATIONS GENERAL NOTE:

CONTRACTOR MUST FIELD VERIFY SITE CONDITIONS AND DIMENSIONS PRIOR TO

BEGINNING WORK.

aa a a

TABLE 1

DESIGN WIND PRESSURE COMPONENTS AND CLADDING (C & C)

NOTE:

THE DESIGN WIND PRESSURES SHOWN BELOW ARE BASED UPON THE ULTIMATE DESIGN

WIND SPEED OF 134 MPH. THE WIND PRESSURES SHOWN ARE TO BE USED WITH THE LOAD

AND RESISTANCE FACTOR (LRFD) METHOD. ALLOWABLE STRENGTH DESIGN (ASD)

PRESSURES SHOULD BE CALCULATED BASED UPON A NOMINAL VELOCITY OF 85.2 MPH.

NOTES:

1. DESIGN WIND PRESSURES INDICATED MUST BE USED IN THE DESIGN OF COMPONENTS &

CLADDING ELEMENTS COMPRISING THE BUILDING ENVELOPE.

2. POSITIVE PRESSURES ACT INWARD, TOWARD THE WIND SURFACE. NEGATIVE

PRESSURES ACT OUTWARD, AWAY FROM THE WIND SURFACE.

3. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE WIND AREAS.

CLEAR WIND FLOW

WIND ZONE

≤ 9SF

> 9, ≤ 36SF

> 36SF

WIND

PRESSURE

ZONE 3 ZONE 2 ZONE 1

POS NEG POS NEG POS NEG

39.4 PSF

60.0 PSF

78.9 PSF -117.8 PSF

-59.8 PSF

-39.3 PSF

60.0 PSF

60.0 PSF

39.4 PSF

-59.8 PSF

-59.8 PSF

-39.3 PSF

39.4 PSF

39.4 PSF

39.4 PSF

-39.3 PSF

-39.3 PSF

-39.3 PSF

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

EMBED

(INCHES)

LEG LENGTH

(INCHES)

BEND DIA.

(INCHES)

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

EMBED

(INCHES)

LEG LENGTH

(INCHES)

BEND DIA.

(INCHES)

TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 3000 psi CONCRETE

TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 4000 psi CONCRETE

DESIGN CRITERIA

CODES AND STANDARDS

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE (ACI), ACI 318-19.

B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER

STRUCTURES, ASCE 7-22.

C. INTERNATIONAL BUILDING CODE (IBC), 2024

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL

CONSTRUCTION MANUAL, 15th EDITION

E. STRUCTURAL COMPONENTS IN THIS PROJECT DESIGNED USING

LRFD METHODOLOGY

F. AISI AMERICAN IRON AND STEEL INSTITUTE.

1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE

WITH IBC, 2024

LIVE LOADS:

ROOF 12 PSF

WIND DESIGN DATA:

ULTIMATE WIND SPEED 134 MPH

RISK CATEGORY I

WIND IMPORTANCE FACTOR 1.0

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR 1.0

OCCUPANCY CATEGORY N.A.

SS 0.11

S1 0.65

SITE CLASS E

SDS 0.092

SD1 0.08

SEISMIC DESIGN CATEGORY A

SEISMIC RESISTING SYSTEM STEEL FRAMES NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

DESIGN BASE SHEAR 0.057W

CS 0.057

R 3

DESIGN METHOD EQUIVALENT LATERAL FORCE

SNOW DESIGN DATA

GROUND SNOW LOAD 0 PSF

DESIGN UNIFORM SNOW LOAD 4.2 PSF

FROST PENETRATION 7 INCHES

WIND EXPOSURE

COMPONENTS AND CLADDING DESIGN PRESSURE SEE TABLE

2.0 MATERIALS

CONCRETE (28 DAY STRENGTH) 3,000 PSI (COMP. STRENGTH)

CONCRETE WORK EXPOSED TO FREEZING

AND THAWING FOR EXTERIOR WALKS,

PLATFORMS STEPS, ELEVATED SLAB, AND SLAB ON GRADE

ALL OTHERS 3,000 PSI (COMP STRENGTH)

REINFORCING:

BARS

WELDED WIRE FABRIC

ASTM A185

STRUCTURAL STEEL SHAPES, PLATES, AND MISCELLANEOUS SHAPES:

BOLTS: ASTM A325 BEARING TYPE N

CONCRETE MASONRY UNITS: ASTM C90

MORTAR MUST BE TYPE S CONFORMING TO

ASTM C270. ALL GROUT MUST BE PUDDLED

OR VIBRATED IN PLACE.

ANCHOR RODS: ASTM F1554, GRADE 36

GROUT: 2KSI

4.0 FOUNDATION:

4.1 DESIGN FOOTINGS FOR A MAXIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF.

4.2 PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION

MATERIAL.

4.3 MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

4.4 DO NOT PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

4.5 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY

FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

4.6

4.7

KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING OCCURS PRIOR TO BACKFILLING.

ARRANGE FOR INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS, AND PERFORM FIELD

DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING SUBGRADE

PRIOR TO PLACING CONCRETE.

5.0 GENERAL:

5.1 WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT MUST ONLY APPLY TO LIKE OR

SIMILAR CONDITIONS.

STRUCTURAL GENERAL NOTES

APPLICABLE SHAPE SERIES ASTM DESIGNATION

MIN. YIELD STRESS (FY)

(KSI)

W A992 50

M A36 36

S A36 36

C A36 36

MC A36 36

L A36 36

HSS (RECTANGLE) A500 46

HSS (ROUND) A500 42

PIPE A53 35

PLATES A36 36

PLATES A572 50

BARS A572 42

3.0 CAST-IN-PLACE CONCRETE NOTES:

3.1 CONCRETE COVER FOR REINFORCEMENT:

A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY

EXPOSED TO EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS OR SMALLER

#5 BARS OR LARGER

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT

WITH GROUND:SLAB, WALL, AND JOISTS BEAMS

3.2 UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED

OTHERWISE PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN

CONCRETE COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN

NOTE 3.3 BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT

LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE

DRAWINGS OR SPECIFICATIONS.

3.3 REINFORCING BAR DEVELOPMENT LENGTHS Ld

#3 22 17 28 22 6 6 2.25

#4 29 22 37 29 8 8 3

#5 36 28 47 36 10 10 3.75

#6 43 33 56 43 12 12 4.5

#7 63 48 81 63 14 14 5.25

#8 72 55 93 72 16 16 6

#3 19 15 24 22 6 6 2.25

#4 25 19 32 25 8 8 3

#5 31 24 40 31 10 10 3.75

#6 37 29 48 37 12 12 4.5

#7 54 42 70 54 14 14 5.25

#8 62 48 80 25 16 16 6

NOTES:

1. STRAIGHT DEVELOPMENT LENGTH AND SPLICE LENGTHS ARE BASED ON UNCOATED BARS

ASSUMING CENTER TO CENTER BAR SPACING GREATER THAN 3 BAR DIAMETERS WITHOUT TIES

OR STIRRUPS OR 2 BAR DIAMETERS WITH TIES OR STIRRUPS, AND CLEAR COVER OF 1 BAR

DIAMETER.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW THE BAR.

3. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTH ARE BASED ON SIDE COVER GREATER THAN

2.5 INCHES AND END COVER GREATER THAN 2 INCHES WITHOUT TIES AROUND HOOKS.

3.4 LAP SPLICE LENGTHS FOR REINFORCING BARS MUST BE THE SAME AS SHOWN IN THE TABLE.

3.5 WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS THE LAP

LENGTH UNLESS SPECIFICALLY NOTE OTHERWISE.

3.6 WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN GRADE BEAMS, WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE

DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0". ADJACENT BAR SPLICES

ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN

AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN

POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES.

3.7 HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS

SHOWN ON THE DRAWINGS. VERTICAL JOINTS MUST OCCUR AT LOCATIONS INDICATED.

3.8 AT CONSTRUCTION JOINTS, CONTACT SURFACES MUST BE CLEAN AND FREE OF LATENCIES AND

INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH

3.9 PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF NOT OTHERWISE

NOTED.

3.10 CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.

6.0 STRUCTURAL STEEL NOTES

6.1 DIMENSIONS: TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP SURFACES, TO TOP FLANGES OF

BEAMS, AND BACK OF CHANNELS AND ANGLES UNLESS SHOWN OTHERWISE.

6.2

6.3

6.4

7.0

7.1

7.2

7.3

7.4

7.5

ELEVATIONS: REFERS TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS SHOWN OTHERWISE.

WELD SIZES NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD CONNECTIONS IN ACCORDANCE WITH

AISC. WELD IN ACCORDANCE WITH AWS REQUIREMENTS.

STRUCTURAL STEEL OR MISCELLANEOUS STEEL: STRUCTURAL OR MISCELLANEOUS STEEL MUST BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR BUILDINGS. SHOP

CONNECTIONS MUST BE MADE WITH A MINIMUM 3/4" DIAMETER ASTM A325 TYPE N BOLTS, UNLESS OTHERWISE

NOTED.

DELEGATED DESIGN NOTES:

THE PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEM

INCLUDING PRIMARY FRAMING, SECONDARY

FRAMING,BRACING, CONNECTIONS, METAL PANELS,

ANCHOR BOLTS, AND PEMB ACCESSORIES MUST BE

DELEGATED DESIGN TO THE PEMB MANUFACTURER.

DESIGN MUST BE PERFORMED UNDER THE

RESPONSIBLE CHARGE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF TEXAS.

DELEGATED DESIGN MUST CONFORM TO THE

GEOMETRY, LOADS, AND PERFORMANCE CRITERIA

INDICATED IN THE CONTRACT DOCUMENTS.

SUBMIT SIGNED AND SEALED PEMB CALCULATIONS AND

SHOP DRAWINGS OF THE FOLLOWING: PEMB

DRAWINGS, ANCHOR ROD REACTIONS, AND DESIGN

ASSUMPTIONS. FABRICATION MUST NOT PROCEED

UNTIL SUBMITTALS ARE REVIEWED BY THE EOR.

PEMB MANUFACTURER MUST DESIGN THE BUILDING

SUCH THAT COLUMN REACTIONS DO NOT EXCEED

THOSE REASONABLY INFERRED FROM THE DESIGN

CRITERIA AND PRELIMINARY REACTIONS SHOWN IN THE

CONTRACT DOCUMENTS. INCREASE IN REACTIONS

EXCEEDING 10% MUST BE REPORTED TO THE EOR

PRIOR TO FABRICATION AND MAY REQUIRE REDESIGN

AT NO ADDITIONAL COST TO THE GOVERNMENT IF

CAUSED BY PEMB OPTIMIZATION OR SUBSTITUTION.

ASTM1615/A615M

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

S001

STRUCTURAL ABBR. AND LEGEND

Issue Date

REH

THT

DRL3/32" = 1'-0"S001

C&C ZONE DIAGRAM1

a = 3'-0"

F1

-.3K +.7K

EXISTING FRAME

F2

+22K -8K

+28K -7K

NEW FRAME

NOTE:

1. THE LOADS INDICATED ABOVE ARE THE

FACTORED LOADS FOR THE FRAMES.

2. HORIZONTAL NEGATIVE LOADS ACT AWAY

FROM THE STRUCTURE.

3. VERTICAL NEGATIVE LOADS INDICATE

UPLIFT.

4. THE LOADS SHOWN ARE PROVIDED FOR

BIDDING PURPOSES. IF FINAL PEMB LOADS

FROM PMB MFR. DIFFER FROM THESE

VALUES BY MORE THAN 10 PERCENT, THE

CONTRACTOR MUST RE-SIZE THE

FOOTINGS FOR THE REVISED LOADS.

SCALE: = 1'-0"3/32"

0 11 21 3211

1' - 4"

1'

4"

SEE SCHEDULE

S E

E S

C H

E D

U

LE

0'

3"

1'

0" 1'

0"

0'

6"

#3

0" #3

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

S100

S100

FOOTING SCHEDULE

FOOTING PEDESTAL

DIMENSIONS

L X W X T

TOP REINFORCING BOTTOM REINFORCING

DIMENSIONS

(SEE NOTE 1)

L X W X T

VERT.

REINFORCING

STIRRUPS ANCHOR BOLTS

(SEE NOTE 2)

36" X 36" X 12"

48" X 48" X 12"

(5) #5

(7) #5

(5) #5

(7) #5

16" X 16" X 18"

16" X 16" X 18"

(4) #5

(4) #5

AS SHOWN

AS SHOWN

(4) 3/4"

(4) 3/4"

MARK

F1

F2

NOTES:

1. DIMENSIONS SHOWN FOR PEDESTALS ARE MINIMUM. MINIMUM CLEARANCE OF 1" REQUIRED BETWEEN ANCHOR BOLTS AND REINFORCING.

MINIMUM COVER OF 2" REQUIRED FOR REINFORCING. PEDESTAL DIMENSIONS MUST BE ADJUSTED ACCORDINGLY IF PEMB BASE PLATE

DOES NOT ALLOW THESE CLEARANCES.

2. ANCHOR BOLTS TO BE SUPPLIED BY PEMB SUPPLIER.

0' - 10"

0'

8" 0'

8"

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

S100

FOUNDATION PLAN

Issue Date

REH

THT

DRL

1" = 1'-0"S100

FOUNDATION DETAILS2

#5 TIE BEAM @ F2 FOUNDATION CONT.

AROUND ANCHOR BOLTS

3/4" CHAMFER

PLAN

PEMB COLUMN

PEMB BASE PLATE

1 1/2" GROUT

SEE SCHEDULE FOR

REINFORCEMENT

#5 TIE BEAM, F2

FOUNDATION ONLY

3/4" CHAMFER

ANCHOR BOLTS AS

REQUIRED BY PEMB MFR.

3/16" = 1'-0"S100

FOUNDATION PLAN1

F1F1F1F1F1F1F1

F1F1F1F1F1F2F2

ELEVATION

3" = 1'-0"S100

CONCRETE BEAM3

#5 CONT.

FINISHED GRADE

SCALE: = 1'-0"3/16"

0 4 8 124

SCALE: = 1'-0"

0 1 21

1"

SCALE: = 1'-0"3"

EXISTING COLUMN,

TYPICAL

FINISHED

GRADE

X1 X2 X3 X4 X5

XA

XB

14' - 0"

4' - 8"

/2

16' - 10 1/8"

14' - 8 7/8"

30' - 0"

15' - 7 1/4"

28' - 9 5/8" 62' - 7 5/8"

20' - 2 3/4"

5' - 3"

/8

4' - 10 7/8"

/8

3' - 6"

15' - 4 5/8"

9' - 9 3/8"

45' - 6"

DEMOLISH CMU BLOCK STRUCTURE,

SLAB AND FOUNDATION COMPLETE

DEMOLISH EXISTING 6"

REINFORCED WALK

WAY COMPLETE

EXISTING DIP VAT TO

REMAIN PROTECT

DURING DEMOLITION

4' - 0"

EXISTING DRYING

AREA TO REMAIN.

PROTECT DURING

DEMOLITION .

4' - 0"

D200

D200

D200

D200

EXISTING RIGID FRAME

AND FOOTINGS TO

REMAIN PROTECT

DURING DEMOLITION

DEMOLISH EXISTING

POST AND RAILS

COMPLETE UNLESS

NOTED OTHERWISE.

A T

D R

Y

IN

G A

R E

A

E X

IS

T

IN

G

F E

N C

IN

G

T O

R E

M A

IN

AT DRYING AREA

EXISTING FENCING TO REMAIN

AT DRYING AREA

EXISTING FENCING TO REMAIN

TO REMAIN

EX. FENCING

A310

4' - 8"

EXISTING CONCRETE SUMP.

DEMOLISH EXISTING STEEL

COVER COMPLETE. DEMOLISH

EXISTING 4" CONCRETE WALL

TO 12" BELOW GRADE AND

INFILL WITH COMPACTED

SOIL.

X1 X2 X3 X4 X5

XA

XB

D200

D200

D200

D200 4 3

/8

82' - 6"

19' - 5"

/4

DEMOLISH EXISTING ROOF

PANELS AND PURLINS COMPLETE.

EXISTING RIGID FRAME TO REMAIN.

PROTECT DURING DEMOLITION

A310

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

D100

DEMOLITION PLANS

04/20/2026

REH

JLF

DRL

3/16" = 1'-0"D100

DEMOLITION PLAN1

3/16" = 1'-0"D100

DEMOLITION ROOF PLAN2

SCALE: = 1'-0"3/8"

0 2 4 62

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

X1X2X3X4X5

19' - 0"20' - 0"20' - 0"19' - 0"

DEMOLISH EXISTING ROOF

PANELS AND PURLINS

COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

X1 X2 X3 X4 X5

19' - 0" 20' - 0" 20' - 0" 19' - 0"

DEMOLISH EXISTING

ROOF PANELS AND

PURLINS COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

EXISTING DIP VAT TO

REMAIN PROTECT DURING

DEMOLITION

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

XAXB

28' - 1 1/4"

DEMOLISH EXISTING

ROOF PANELS AND

PURLINS COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

XA XB

28' - 1 1/4"

DEMOLISH EXISTING

ROOF PANELS AND

PURLINS COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

D200

EXTERIOR ELEVATIONS DEMOLITION

04/20/2026

REH

JLF

DRL

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION1

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION2

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION3

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION4

SCALE: = 1'-0"

0 4 84

1/4"

A200

A200

A200

A200

A300

A300

A300

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

10 PEN

DRYING AREA

DIP VAT

LOCATION OF REVERSE

SWING GATE TYPICAL

LOAD / UNLOAD #1

LOAD / UNLOAD #2

SQUEEZE CHUTE. BASIS

OF DESIGN: PRIEFERT "THE

RANCHER" MODEL S0191

OR APPROVED EQUAL.

8' HOLDING AREA

ROUTUNDA WITH 8'

HIGH BLACK OUT

PANELS

42" CIRCULATION PATH

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

FT

FT

FTFTFTFT

FT

FT

FT FT

WT WT WT

WT

WT WT

WT

WT WT WT WT

48" WIDE MAINTENANCE

GATE TYPICAL

HB HB

HB HB

NEW LEVEL CONCRETE

ABOVE EXISTING VAT

ACCESS SEE 1/A310

MAIN POWER PANEL

SEE ELECTRICAL DRAWINGS

8' - 0" 8' - 0"

8' - 0" 8' - 0"

7' - 11 7/8"

FT

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0"

/4

TRUCK AND TRAILER NOT IN

CONTRACT

TRUCK AND TRAILER NOT IN

CONTRACT

PEN

CATTLE

N.I.C.

A310

LEGEND

FT

WT

FEED TROUGH

WATER TROUGH

WATER TROUGH FILL VALVE DROP

DOWN FROM OVERHEAD

HB WASH DOWN HOSE BIB DROP DOWN

FROM OVERHEAD TO 6' ABOVE WALK

SURFACE.

X1 EXISTING COLUMN LINE

1 NEW COLUMN LINE COLUMN LINE

BLACK OUT PANELS

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A100

OVERALL PLAN

04/20/2026

REH

JLF

DRL

3/16" = 1'-0"A100

OVERALL PLAN1

PEN SCHEDULE

NUMBER NAME AREA

1 PEN 478 SF

2 PEN 479 SF

3 PEN 464 SF

4 PEN 533 SF

5 PEN 533 SF

6 PEN 488 SF

7 PEN 477 SF

8 PEN 488 SF

9 PEN 317 SF

10 PEN 200 SF

11 PEN 263 SF

SCALE: = 1'-0"3/16"

0 4 8 124

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A101

OVERALL 3D VIEW

04/20/2026

REH

JLF

DRL

A101

OVERALL 3D VIEW1

PEN SCHEDULE

NUMBER NAME AREA

1 PEN 478 SF

2 PEN 479 SF

3 PEN 464 SF

4 PEN 533 SF

5 PEN 533 SF

6 PEN 488 SF

7 PEN 477 SF

8 PEN 488 SF

9 PEN 317 SF

10 PEN 200 SF

11 PEN 263 SF

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

X1

X2

X3

X4

X5

B.1

XB

XA

A.0

GENERAL NOTE

1. BLACKOUT PANELS NOT SHOWN FOR CLARITY

SEE OVERALL PLAN ON SHEET A100 FOR

LOCATION.

A200

A200

A200

A300

A300

A300

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0"

/4

/4

5' - 10" 4' - 0" 112' - 0" 1' - 0" 4' - 10"

9' - 9 5/8"

/8

/8

5' - 10"

5' - 10"

5' - 10"

/4

6' - 0 1/8" 3' - 5 1/8" 10' - 9 1/8" 97' - 10 1/4" 9' - 7 3/8"

9' - 9 1/8"

6' - 0 1/8" 38' - 11 7/8"

1' - 5 7/8"

5' - 6"

1' - 5 7/8"

51' - 4 1/4"

/8

/8

/2

/8

/8

66' - 4"

/4

15' - 2 5/8"

/4

17' - 2 5/8"

5'

5'

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

6" REINFORCED CONCRETE WALKING SURFACE TYPICAL.

REINFORCE WITH 4"x4"xW4xW4 W.W.M. PROVIDE HEAVY

BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL.

PROVIDE 6" CRUSHED AGGREGATE BASE.

SEE DETAIL 3/A600.

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A102

WALKWAY LAYOUT PLAN

04/20/2026

REH

JLF

DRL

3/16" = 1'-0"A102

WALKWAY LAYOUT PLAN1

A200

A200

A200

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

126' - 4"

/4

2" INSULATED METAL PANEL WITH

CONCEALED FASTENERS AS

SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

A310

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A103

ROOF PLAN

04/20/2026

REH

JLF

DRL

3/16" = 1'-0"A103

ROOF PLAN1

X1

XB

A.0

B.1

PEN

PEN

PEN

PEN

EXISTING DRYING AREA

LOCATION OF

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

LOAD / UNLOAD #1

LOAD / UNLOAD #2

3' - 5 3/8"

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

/2

/2

/4

/8

/8

/2

/2

8' - 0"

/8

2' - 8 1/4" 2' - 8 1/4" 1' - 5 3/8" 2' - 0" 2' - 0" 4' - 0" 3' - 0" 4' - 5 7/8" 3' - 0 3/8" 4' - 5 7/8" 4' - 0" 4' - 0" 4' - 0" 2' - 0"

/8

/8

3' - 10" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 4" 2' - 8"

/4

/8

/8

/4

3' - 0" 2' - 0" 1' - 5 7/8" 4' - 0" 4' - 0" 4' - 0"

1' - 6 1/8"

1' - 6 1/8"

7' - 6" 3' - 11 7/8" 4' - 0" 3' - 0"

3' - 0" 2' - 0" 2' - 0" 4' - 0" 7' - 6" 3' - 0 1/8" 7' - 6" 4' - 0" 4' - 0" 3' - 0"

3' - 11 5/8"

EXISTING FENCING TO REMAIN

POST CONTINUES TO STRUCTURE

ABOVE FOR WATER LINE TO

WATER TROUGH SUPPORT. SEE

DETAIL 4/A600 FOR POST

FOUNDATION AND CONNECTION

AT STRUCTURE ABOVE.

MAINTENANCE GATE TYPICAL. SEE SHEET A502.

KEY PLAN

N.T.S

AREA

A

AREA

B

AREA

C

1 2 X1 X2 X3 X4 X5

XA

B.1

A.0

XB

GENERAL NOTES

1. SEE DETAIL 1/A600 FOR POST AND RAIL

DETAIL AT NATURAL GRADE.

2. SEE DETAIL 2/A600 FOR POST AND RAIL

DETAIL AT WALKWAY SURFACE.

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A110

ENLARGED PEN LAYOUT PLAN AREA A

04/20/2026

REH

JLF

DRL

SCALE: = 1'-0"3/8"

0 2 4 62

3/8" = 1'-0"A110

ENLARGED PEN LAYOUT PLAN AREA A1

PEN SCHEDULE ARE...

NUMBER NAME AREA

1 PEN 478 SF

2 PEN 479 SF

7 PEN 477 SF

8 PEN 488 SF

X1 X2 X3

XA

XB

A.0

B.1

PEN

PEN

PEN

DRYING AREA

2' - 0" 2' - 0" 4' - 0" 4' - 0" 3' - 0" 4' - 5 7/8"

1' - 6 1/8" 1' - 6 1/8"

4' - 5 7/8" 4' - 0" 4' - 0" 4' - 0" 2' - 0"

/4

/8

/8

4' - 0"

0' - 8" 3' - 8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

/8

/8

/8

/8

/8

/8

/8

/8

2' - 7 7/8" 3' - 6"

0' - 6 1/4"

3' - 8 1/4" 2' - 7 5/8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0"

2' - 0" 4' - 0" 3' - 11 7/8" 7' - 6" 1' - 6 1/8" 1' - 6 1/8"

7' - 6" 3' - 11 7/8" 4' - 0" 3' - 0"

/4

/4

/4

/4

/8

/4

0' - 7 7/8" 7' - 6" 4' - 10 1/8" 4' - 0" 2' - 0" 2' - 11 7/8" 4' - 0" 4' - 0" 7' - 6" 1' - 6 1/8"

2' - 0" 2' - 0" 3' - 6" 3' - 6" 4' - 0" 4' - 0" 2' - 0" 2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 5 7/8"

1' - 6 1/8"

EXISTING DIP VAT

LOCATION OF REVERSE

SWING GATE TYPICAL SEE

SHEET A501 FOR DETAILS.

PROVIDE RAIL INFILL

AT EXISTING OPENING.

PROVIDE RAIL INFILL

AT EXISTING OPENING.

SLIDING GATE SEE

DETAIL 1/A401

SLIDING GATE SEE

DETAIL 2/A401

MAINTENANCE GATE TYPICAL.

SEE SHEET A502.

KEY PLAN

N.T.S

AREA

A

AREA

B

AREA

C

1 2 X1 X2 X3 X4 X5

XA

B.1

A.0

XB

GENERAL NOTES

1. SEE DETAIL 1/A600 FOR POST AND RAIL

DETAIL AT NATURAL GRADE.

2. SEE DETAIL 2/A600 FOR POST AND RAIL

DETAIL AT WALKWAY SURFACE.

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A111

ENLARGED PEN LAYOUT PLAN AREA B

04/20/2026

REH

JLF

DRL

3/8" = 1'-0"A111

ENLARGED PEN LAYOUT PLAN AREA B1

PEN SCHEDULE ARE...

NUMBER NAME AREA

3 PEN 464 SF

4 PEN 533 SF

9 PEN 317 SF

X3 X4 X5

XB

A.0

B.1

PEN

PEN

PEN

PEN

2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 5 7/8"

1' - 6 1/8" 1' - 6 1/8"

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

"3

/8

/8

/8

/8

/8

/8

/8

/8

/8

/8

/8

"4

/8

/8

/4

3' - 10" 2' - 10 5/8" 2' - 5 3/8"

1' - 7 5/8"

0' - 6 7/8"

3' - 10" 3' - 6"

0' - 4"

2' - 10 5/8" 2' - 5 3/8"

1' - 7 5/8" 0' - 6 7/8"

1' - 6 1/8"

4' - 5 7/8" 4' - 0" 4' - 0" 4' - 0" 2' - 0" 2' - 0" 4' - 0" 4' - 5 7/8" 3' - 6 1/8" 3' - 0 1/8"

1' - 11 7/8"

"4

2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0"

1' - 6 1/4"

4' - 0" 4' - 0" 4' - 0" 4' - 0"

1' - 5 3/4"

" 1

1' - 6 1/8"

7' - 6" 4' - 0" 4' - 0" 2' - 11 7/8"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 6" 3' - 6" 4' - 0" 4' - 0" 3' - 0"

0' - 8"

3' - 3 1/2"

0' - 8 1/2"

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

8' - 8 1/2" 3' - 10" 3' - 6"

/8

/4

3' - 8" 3' - 8"

/4

/2

/8

/8

/4

/4

/8

3' - 0" 4' - 0" 3' - 11 7/8" 7' - 6"

1' - 6 1/8"

1' - 6 1/8"

7' - 6" 3' - 4 1/2"

0' - 7 1/4"

3' - 0" 3' - 0"

/4

/8

/8

/8

/8

" 4

3'

/8

3' - 10"

/4

/8

0' - 4"

3' - 6" 2' - 6 1/8" 6' - 9 3/8" 8' - 8 1/2"

LOCATION OF REVERSE

SWING GATE TYPICAL SEE

SHEET A501 FOR DETAILS.

ROTUNDA SWING GATE

WITH BLACK OUT PANELS

MAINTENANCE GATE TYPICAL.

SEE SHEET A502.

BLACKOUT PANELS FULL HEIGHT

KEY PLAN

N.T.S

AREA

A

AREA

B

AREA

C

1 2 X1 X2 X3 X4 X5

XA

B.1

A.0

XB

GENERAL NOTES

1. SEE DETAIL 1/A600 FOR POST AND RAIL

DETAIL AT NATURAL GRADE.

2. SEE DETAIL 2/A600 FOR POST AND RAIL

DETAIL AT WALKWAY SURFACE.

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A112

ENLARGED PEN LAYOUT PLAN AREA C

04/20/2026

REH

JLF

DRL

3/8" = 1'-0"A112

ENLARGED PEN LAYOUT PLAN AREA C1

PEN SCHEDULE ARE...

NUMBER NAME AREA

5 PEN 533 SF

6 PEN 488 SF

10 PEN 200 SF

11 PEN 263 SF

Level 2 9' - 5 1/2"

A300

A300

X1X2X3X4X5 2 1

15' - 0"20' - 0"19' - 0"20' - 0"20' - 0"19' - 0"

2" INSULATED METAL PANEL WITH

CONCEALED FASTENERS AS

SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROUTUNDA WITH

HULL HEIGHT BLACK

OUT PANELS. BLACK

OUT PANELS NOT

SHOWN FOR CLARITY

RIGID FRAME TYP.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

REVERSE SWING GATE TYPICAL

SEE SHEET A501 FOR DETAILS.

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

A300

X1 X2 X3 X4 X521

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0"

2" INSULATED METAL

PANEL WITH CONCEALED

FASTENERS AS SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURERRAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROUTUNDA WITH

HULL HEIGHT BLACK

OUT PANELS. BLACK

OUT PANELS NOT

SHOWN FOR CLARITY

RIGID FRAME TYP.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

XAXB A.0B.1

10' - 0" 28' - 1 1/4" 10' - 0"

2" INSULATED METAL PANEL

WITH CONCEALED FASTENERS

AS SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROUTUNDA WITH HULL HEIGHT

BLACK OUT PANELS. BLACK OUT

PANELS NOT SHOWN FOR CLARITY

EXISTING RIGID

FRAME TYP.

NEW RIGID FRAME

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

XA XBA.0 B.1

10' - 0" 28' - 1 1/4" 10' - 0"

2" INSULATED METAL PANEL

WITH CONCEALED

FASTENERS AS SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

REVERSE SWING GATE TYPICAL

SEE SHEET A501 FOR DETAILS.

POST CONTINUES TO STRUCTURE ABOVE FOR

WATER LINE TO WATER TROUGH SUPPORT.

SEE DETAIL 4/A600 FOR POST FOUNDATION

AND CONNECTION AT STRUCTURE ABOVE.

NEW RIGID FRAME

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A200

EXTERIOR ELEVATIONS

04/20/2026

REH

JLF

DRL

1/4" = 1'-0"A200

EXTERIOR ELEVATION1

1/4" = 1'-0"A200

EXTERIOR ELEVATION2

1/4" = 1'-0"A200

EXTERIOR ELEVATION3

1/4" = 1'-0"A200

EXTERIOR ELEVATION4

SCALE: = 1'-0"

Level 2 9' - 5 1/2"

A300

XA XBA.0 B.1

A310

2" INSULATED METAL

PANEL WITH CONCEALED

FASTENERS AS SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

NEW RIGID FRAME

8" ROOF PURLIN

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

EXISTING DIP VAT8' HIGH ROUTUNDA WITH HULL HEIGHT

BLACK OUT PANELS. BLACK OUT

PANELS NOT SHOWN FOR CLARITY

PEN FLOOR EXISTING SOILS

6" REINFORCED CONCRETE

WALKING SURFACE

TYPICAL. REINFORCE WITH

4"x4"xW4xW4 W.W.M.

PROVIDE HEAVY BROOM

FINISH PERPENDICULAR TO

PATH OF TRAVEL. PROVIDE

6" CRUSHED AGGREGATE

BASE. SEE DETAIL 3/A600.

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

XA XBA.0 B.1

2" INSULATED METAL

PANEL WITH CONCEALED

FASTENERS AS SPECIFIED.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

NEW RIGID FRAME

8" ROOF PURLIN

EXISTING DIP VAT

PEN FLOOR EXISTING SOILS

6" REINFORCED CONCRETE

WALKING SURFACE

TYPICAL. REINFORCE WITH

4"x4"xW4xW4 W.W.M.

PROVIDE HEAVY BROOM

FINISH PERPENDICULAR TO

PATH OF TRAVEL. PROVIDE

6" CRUSHED AGGREGATE

BASE. SEE DETAIL 3/A600.

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

SLIDING GATE SEE

DETAIL 2/A401 SLIDING GATE SEE

DETAIL 1/A401

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

A300

X1X2X3X4X5 2 1

POST CONTINUES TO STRUCTURE ABOVE FOR WATER

LINE TO WATER TROUGH SUPPORT. SEE DETAIL 4/A600

FOR POST FOUNDATION AND CONNECTION AT

STRUCTURE ABOVE.

2" INSULATED METAL PANEL

WITH CONCEALED FASTENERS

AS SPECIFIED. RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROUTUNDA WITH

HULL HEIGHT BLACK

OUT PANELS. BLACK

OUT PANELS NOT

SHOWN FOR CLARITY

RIGID FRAME TYP.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

DIP VAT BEYOND

8" ROOF PURLIN TYP.

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A300

BUILDING SECTIONS

04/20/2026

REH

JLF

DRL

1/4" = 1'-0"A300

BUILDING SECTON1

1/4" = 1'-0"A300

BUILDING SECTON2

1/4" = 1'-0"A300

BUILDING SECTON3

SCALE: = 1'-0"

R 0' - 2"

8' - 6"

#5 BAR DOWELS @ 12" O.C. EACH

WAY. CORE EXISTING SLAB 1" LARGER

THAN DOWEL TO A MINIMUM DEPTH

OF 4". SET DOWEL IN 9000 PSI EPOXY

GROUT.

EXISTING VAT WALLM

IN

M

IN

C

O V

E R

CONCRETE BONDING AGENT.

AT ALL SURFACES TO RECEIVE

CONCRETE TOPPING

SAW CUT EXISTING SLAB AT START OF SLOPE

AND REMOVE CONCRETE AS INDICATED. CLEAN

AND TREAT WITH CONCRETE BONDING AGENT

EQUAL TO BASIS OF DESIGN: SIKA THORSEAL

ACRYLIC 60 #801148 CONCRETE BONDING.

TOP OF EXISTING WALKWAY

LEVEL 1

0' - 0"

SLIDING GATE SEE

DETAIL 2/A401

SLIDING GATE SEE

DETAIL 1/A401

EXISTING CONCRETE DIP VAT WALL

XS2 PIPE POST - 2 3/8" O.D.

x .218" WALL THICKNESS

TYPICAL

XS2 PIPE RAIL- 2 3/8"O.D.

x .218" WALL THICKNESS

TYPICAL

8" x 8" X 1/2" STEEL PLATE WELDED

TO POST. ANCHOR PLATE TO

EXISTING DIP VAT CONCRETE

WALL WITH (4) 1/2" x 4" EXPANSION

ANCHORS EACH PLATE. SEE

DETAIL 3/A310.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

2' - 8"3' - 0"3' - 0"3' - 0"3' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 0"2' - 2"1' - 2"

/8

0' - 8"

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

/2

/2

1/2" STEEL PLPLATE

PROVIDE 5/8" BOLT HOLE

EXISTING CONCRETE

DIP VAT WALL XS2 PIPE POST - 2 3/8" O.D. x .218"

WALL THICKNESS TYPICAL

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

A310

VAT ACCESS CAP DETAIL

04/20/2026

REH

JLF

DRL

1 1/2" = 1'-0"A310

VAT ACCESS CAP DETAIL1

SCALE: = 1'-0"1 1/2"

01 1

1/2" = 1'-0"A310

DIP VAT GUARD RAIL2

1 1/2" = 1'-0"A310

POST BASE PLATE DETAIL3

SCALE: = 1'-0"

0 2 42

1/2"

8'- 0"

2 1/4" x 2 1/4" x 1/4" ANGLE BRACKET @ BASE W/ (2) 5/8"DIA x 3 1/2"

ANCHOR BOLTS W/ WASHER. (3)

REQUIRED FOR THIS GATE. GATE JAMB SEE 2/A401 GATE LATCH / PULL SEE 2/A401

ANCHOR BRACKETS. SEE 2/A401

TOP OF EXISTING CURB

TOP OF EXISTING CONCRETE WALK

OUTLINE OF EXISTING DIP VAT STRUCTURE

EXISTING FENCINGEXISTING FENCING

ANCHOR BRACKETS.

SEE 2/A401CUT AND FORM BOTTOM

OF JAMBS TO FIT CURB

7'-8"

7'-6"

1 3 /4"

9 1 /4" 6"

SLIDING GATE PANEL

6'- 1 7

/8"

8 1 /4"

8 1 /2"

8 1 /4"

1/

4"

1/ 4"

3/

8"

2" x 1/4" STEEL

TUBE TYPICAL

6" x 2" x 1/4" STEEL TUBE

7'-1 1/2"

7" 2'-10" 7" 3'-6" 4"

5'- 6"

E

XI

ST

IN

G

FE

NC

E

EXISTING FENCE POST

EXISTING FENCE POST

EXISTING FENCE POST

ADJACENT GATE.

SEE 2/A400

ADJACENT GATE.

SEE 1/A400

ROLLER WHEEL WITHIN GATE

STRUCTURE (4) PER GATE

EXISTING FENCING

EXISTING FENCING EXISTING FENCING

2 1/4" x 2 1/4" x 1/4" ANGLE BRACKET @ BASE W/ (2) 5/8"DIA x 3 1/2"

ANCHOR BOLTS W/ WASHER. (2)

REQUIRED FOR THIS GATE.

SLIDE GATE PANEL

8 1 /4"

8 1 /2"

8 1 /4"

1'- 1 1

/4" 1'-

1 1 /4"

3/

8"

ROLLER WHEEL WITHIN GATE

STRUCTURE (4) PER GATE

2 1/4"

4" 2'-

2 1 /8"

4" 2'-

2 1 /8"

4"

1/4" STEEL PLATE WELD TO EXISTING

GATE POST AND NEW GATE FRAME

1'- 3 3

/4" 2'-

1" 2"

2'- 0 1

/2" 2"

1/4" ANCHOR PLATE. WELD TO EXISTING GATE POST AND NEW GATE FRAME

7" 4 3

/4"

7" 2'-10" 7" 3'-6" 2"

DIP VAT WALL

EXISTING 6" CONCRETE CURB

AROUND DRYING AREA

EXISTING 6" CONCRETE CURB

AROUND DRYING AREA

(2) OVERSIZED STAINLESS STEEL WASHERS .

MINIMUM THICKNESS 1/8" EACH SIDE IRON WHEEL FOR

.63" DIAMETER AXLE

SEE ELEVATIONS

.63" DIAMETER AXLE BOLT

6 3 /8"

7"

2 3 /8"

3 1/8"

2" x 1/4" x LENGTH AS INDICATED

ANCHOR PLATES. SEE ELEVATION

FOR VERTICAL LOCATION

9"

EXISTING STEEL

FENCE POST

EXISTING RAIL

LINE OF CURB BELOW

1"

(2) VERTICAL 7" X 2" X 1/4" TUBE MEMBERS

2 1/4" x 2 1/4" x 1/4" ANGLE BRACKET @ BASE W/ (2) 5/8"DIA x 3 1/2" ANCHOR BOLTS

W/ WASHER. TYPICAL AT ALL GATE POST

LOCKING LATCH

AND PULL HANDLE

2"

2"R1/2"

1 5/8"2"3 7/8"

7 1/2"

1"5 1/2"1"

2"

1"

R3/8"

1/4" THICK STEEL PLATE

LIFT HANDLE

1/2" DIA. x 1 1/4"

W/ LOCK NUT

1/2" DIA STUD BOLT

1/2"

1/2" DIA. ROD

R1"

4 1 /2"

2" CLEAR

GATE

1"

GATE PULL

GATE LATCHING HARDWARE

3 7/8"

7"

2" 2"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBUG, TEXAS

SLIDING GATE DETAILS

A401 X X04/20/2026

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

4125-A

BD

XXX

EW

WR

SCALE:

SLIDING GATE AT WALKWAY DETAIL

1 1/2" = 1'-0"

A400 SCALE:

SLIDING GATE AT CURB DETAIL

1 1/2" = 1'-0"

A400

SCALE:

TYPICAL WALKING SURFACE DETAIL

1 1/2" = 1'-0"

A400

EXISTING DIP VAT STRUCTURE

1/4" x HEAVY DUTY COILED SPRING PIN

LOCK PIN

7 1 /4"

3/4"

1 1 /8"

3" 3"

1 3/4"

3/4"

CONTINUOUS

WELD EACH SIDE

TAPER END

SIDEFRONT

GATE: XS2" STEEL PIPE

W/ 2-3/8" EXTERIOR DIA.

3/4" DIA. HINGE PIN

1" STEEL BLOCK

XS1" STEEL PIPE W/

.957 INTERIOR DIA.

GATE POST PIN

PLAN

GATE RECEPTOR

SIDE

HINGE BODY

PLAN

ELEVATIONLEFT SIDE VIEW

EXTERIOR TO PEN

3 1 /8"

4"

1" 5 1

/8" 7 3

/8" 5 1

/8" 7 3

/8" 5 1

/8" 7"

5 1 /8"

6 7 /8"

5 1 /8"

4 1 /8"

RIGHT SIDE VIEW

PEN SIDE

1 1 /2"

R1/2" R1/2"

2"

1"

5 3 /8"

1'- 0 1

/2" 1'-

0 1 /2"

1'- 0 1

/8" 1'-

0"

6" 6"

6"

6" 6"

6" 2 7/8" 2" 1 1/8"

3 1/2"

8" 1/4"

5"

TOP

LEFT SIDEENDRIGHT SIDE

5'- 6"

GROUND

ISOMETRIC VIEW

GATE POST. SEE A600

GATE POST: XS3 STEEL

PIPE W/ 3-1/2" EXTERIOR

DIA.

2" x 2" x 1" STEEL BLOCK. TAP AT CENTER TO RECEIVE 3/4" DIA. x 1-1/2" BOLT.

7/8" TAP DEPTH

3/4" DIA. x 1-1/2" FLANGE BOLT

LOCK PIN

COVER PLATES

3/4

GATE

FENCE RAIL

XS1" STEEL PIPE W/

.957 INTERIOR DIA..

WELD TO FENCE RAIL

5 3/4"

5"

9"

5/8" STEEL BAR

R1"R1"

SIDEFRONT

ROUNDED TIP

HINGE BODY

3 7/8"

HINGE BODY

2 7/8"

2 1/8"

7/8"

4'-

3/ 8"

5/8

2 3 /8"

1"

7/8"

11" x 1/2" EXTENSION SPRING.

10.48LB LOAD, SPRING RATE

1.54LBF/IN. ONE EACH SIDE

1/2"

3"

1/4"DIA x 3/4" PIN W/

TAPERED END SET INTO

HINGE BODY 5/16".

WELD CONT.SE

T

PI

NS

T

O

PR

OV

ID

E

PR

E-

ST

RE

SS

H

IN

GE

1"

3 1 /8"

3 1/2"

2" 7/8"

1/4"DIA x 3/4" PIN.

WELD CONT.

1/4"DIA x 3/4" PIN. WELD CONT. SEE BELOW.

GATE LIFT BRAKET

SEE SHEET A600 FOR POST FOUNDATION

1'-1"

2"

3 1 /2"

1" 1 1

/2" 1"

1/4

1/4

PROVIDE 1/4" TAPERED EDGE

WELD CONT. BOTH SIDES

1/4"+/- LIFT PLATE

3/8" STEEL LIFT PLATE BASE W/ 1/4" GUSSET

WELD CONT.

WHEEL LIFT INTENT IS TO TAKE WEIGHT OFF

THE HINGE BODY TO REDUCE REQUIRED LIFT

FORCE. LIFT PLATE THICKNESS SHALL BE

ADJUSTED TO COMPENSATE FOR NATURAL FALL

OF GATE STRIKE DEPENDENT ON GATE LENGTH.

GROUND

3/8" BASE PLATE

1/4" LIFT PLATE

GATE AND ROLLER

SCALE:

GATE HINGE BODY AND POST DETAIL

1-1/2" = 1'-0"

A401

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBUG, TEXAS

REVERSE SWING GATE DETAILS

A501 X X04/20/2026

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

4125-A

BD

XXX

EW

WR

SCALE:

GATE HOLD OPEN DEVICE

1-1/2" = 1'-0"

A401

SCALE:

LIFT-OFF HINGE DETAIL

1-1/2" = 1'-0"

A401

GATE POST PEN. SEE 4/A400

GATE POST BODY. SEE 1/A400

SCALE: 1 1/2"=1'-0"

0 6" 1' 2'

5'- 6"

3'- 0"

8 3 /8"

8 3 /8"

8 3 /8"

1'- 1 1

/2" 1'-

1 1 /2"

XS3 PIPE POST - 3 1/2"O.D. x .3" WALL THICKNESS

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL THICKNESS

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL

THICKNESS. TYPICAL OF 6 RAILS

SPACED AS INDICATED

R6

9 1/2"

(2) #5 BARS SET THROUGH POST

1'- 0"

1'- 0"

2'- 6"

PROVIDE SLOPE TO DRAIN

TANGLE-RESISTANT GRADE 30 CHAIN. 1/4" TRADE SIZE. TACK-WELD TO FENCE

POST SO THAT CHAIN WRAPS AROUND VERTICAL GATE MEMBER TO ALLOW FOR

DUAL SLIDE-BOLT LATCH SNAP HOOK, 304 STAINLESS STEEL 7/16" OPENING

WIDTH, 3 11/16" USABLE LENGHTH.

LIFT OFF HINGE

1/4" x HEAVY DUTY

COILED SPRING PIN

5 1 /4"10

3'-

6"

SCALE:

MAINTENANCE GATE DETAIL

1-1/2" = 1'-0"

A502

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBUG, TEXAS

MAINTENANCE GATE DETAILS

A502 X X04/20/2026

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

4125-A

BD

XXX

EW

WR

SCALE: 1 1/2"=1'-0"

0 6" 1' 2'

5'- 6"

8'- 0"

5'- 6"

8 3 /8"

8 3 /8"

8 3 /8"

1'- 1 1

/2" 1'-

1 1 /2"

6" 2'-

6"

1'-0"

SEE PLAN

6"

4"x4" x W4 x W4 W.W.M. ON CHAIRS

COMPACTED CRUSHED STONE BASEEXISTING SOILS

3'- 0"

3'- 0"

8 3 /8"

8 3 /8"

8 3 /8"

1'- 1 1

/2" 1'-

1 1 /2"

XS3 PIPE POST - 3 1/2"O.D. x .3" WALL THICKNESS

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL THICKNESS

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL

THICKNESS. TYPICAL OF 6 RAILS

SPACED AS INDICATED

XS3 PIPE POST - 3 1/2"O.D. x .3" WALL THICKNESS

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL THICKNESS

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL

THICKNESS. TYPICAL OF 6 RAILS

SPACED AS INDICATED

R6

9 1/2"

(2) #5 BARS SET THROUGH POST

1'- 0"

1'- 0"

2'- 6"

PROVIDE SLOPE TO DRAIN

'-0

FI

EL

D

VE

RI

FY

O

NC

E

RI

GI

D

FR

AM

E

IS

IN

ST

AL

LE

8 3 /8"

8 3 /8"

8 3 /8"

1'- 1 1

/2" 1'-

1 1 /2"

6" 2'-

6"

1'-0"

3'- 0"

XS3 PIPE POST - 3 1/2"O.D. x .3" WALL THICKNESS. THIS PIPE SHALL SUPPORT

WATER UTILITY TO THE WATERING TROUGHS INDICATED ON THE PLAN

XS2 PIPE RAIL- 2 3/8"O.D. x .218" WALL

THICKNESS. TYPICAL OF 6 RAILS

SPACED AS INDICATED

8"

1'-0"+/- AS

REQUIRESD

6" X 1/4" THICK STEEL PLATE

XS4 STEEL PIPE SLEEVE TO ALLOW FOR BUILDING MOVEMENT.

6"

SLOPE FOR POSITION DRAINAGE

R6

9 1/2"

(2) #5 BARS SET THROUGH POST

R6

9 1/2"

(2) #5 BARS SET THROUGH POST

PROVIDE HEAVY BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBUG, TEXAS

DETAILS

A600 X X04/20/2026

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

4125-A

BD

XXX

EW

WR

8'0 2' 4' 12'

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

SCALE:

POST DETAIL @

NATURAL GRADE

1 1/2" = 1'-0"

A600 SCALE:

POST DETAIL @

WALKING SURFACE

1 1/2" = 1'-0"

A600

SCALE:

TYPICAL WALKING SURFACE DETAIL

1 1/2" = 1'-0"

A600

SCALE:

POST DETAIL @

WATER DROPS TO WATER TROUGH

1 1/2" = 1'-0"

A600

X1 X2 X3 X4 X5

XB

A.0

B.1

EXISTING 3/4" WATER

LINE LOCATION.

CONNECT TO EXISTING.

EXISTING COMPRESSED AIR.

PROTECT DURING WORK.

3/4"

3/4"

3/4" 3/4"

3/4"

HB HB

HB

HB

FV FV

FV FV

FV FV FV FV

FV FVFV

3/4"

3/4"

3/4" 3/4"

LEGEND

HB WASH DOWN HOSE BIB AS SPECIFIED.

DROP DOWN FROM OVERHEAD TO 6'

ABOVE WALK SURFACE.

FV WATER TROUGH FILL VALVE AS SPECIFIED.

DROP DOWN FROM OVERHEAD

PEX WATERLINE AS SPECIFIED.

NO. DATE BY DISCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

P100

PLUMBING PLAN

04/20/2026

REH

DKM

DRL

3/16" = 1'-0"P100

PLUMBING FLOOR PLAN1

U S D A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURE RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx xxxxx xxxxx xxxxx

4925-A

E001

ELECTRICAL GENERAL NOTES AND

LEGEND

4/20/2026

REH

TMT

DRL

LA-1

LA-1

ELECTRICAL LEGEND

1.

2.

DEVICES NOTED AS "GFI" MUST BE GROUND FAULT CIRCUIT

INTERRUPTING DEVICES.

3.

DEVICES NOTED AS "WP" MUST BE GFI AND WEATHERPROOF.

PROVIDE UNSWITCHED POWER TO EMERGENCY BATTERY

PACKS. LED DIMMER. MOUNT CENTERLINE OF BOX AT 45"A.F.F. UNLESS

NOTED OTHERWISE.

LED DIMMER WITH ON/OFF WALL POD. MOUNT CENTERLINE OF BOX

AT 45''A.F.F. UNLESS OTHERWISE NOTED.

SINGLE-POLE, SINGLE-THROW SWITCH. MOUNT CENTERLINE

OF BOX AT 45"A.F.F. UNLESS NOTED OTHERWISE.

xx

SP

TC

xx/xx/xx

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18" A.F.F. TO

CENTERLINE OF BOX UNLESS NOTED OTHERWISE.

ENCLOSED CIRCUIT BREAKER. TEXT INDICATES

AMPACITY/NUMBER OF POLES/ENCLOSURE TYPE.

NON-FUSED DISCONNECT SWITCH. TEXT INDICATES

AMPACITY/NUMBER OF POLES/ENCLOSURE TYPE.

PANELBOARD.

CONTACTOR.

ASTRONOMICAL TIME CLOCK.

CEILING MOUNTED JUNCTION BOX.

WALL MOUNTED JUNCTION

BOX.

SURFACE MOUNTED/SUSPENDED LINEAR

FIXTURE.

CEILING MOUNTED EXIT SIGN. PROVIDE CHEVRONS AS

INDICATED BY ARROWS.

WALL MOUNTED EXIT SIGN. PROVIDE CHEVRONS AS

INDICATED BY ARROWS.

WALL MOUNTED

FIXTURE.

GEAR

CONDUIT AND WIRINGRECEPTACLES

SWITCHES

NOTE: THE NUMBER BESIDE THE SYMBOL IS THE CIRCUIT NUMBER. THE LETTER

BESIDE THE SYMBOL IS THE FIXTURE TYPE DESCRIBED IN THE LIGHT FIXTURE

SCHEDULE.

LUMINAIRES (SEE LIGHT FIXTURE SCHEDULE)

LEGEND GENERAL NOTES

MISCELLANEOUS

CONDUCTORS IN CONDUIT. TIC MARKS INDICATE NUMBER OF

CONDUCTORS. THE EQUIPMENT GROUNDING CONDUCTOR

IS NOT SHOWN, BUT MUST BE PROVIDED. SIZE THE

EQUIPMENT GROUNDING CONDUCTOR AND THE CONDUIT

PER THE NEC. THE ABSENCE OF TIC MARKS SIGNIFIES

THAT TWO CONDUCTORS PLUS AN EQUIPMENT GROUNDING

CONDUCTOR SHOULD BE PROVIDED. FOR EXAMPLE, THE

MARKINGS TO THE LEFT SIGNIFY THAT THREE

CONDUCTORS PLUS AN EQUIPMENT GROUNDING

CONDUCTOR SHOULD BE PROVIDED.

THE TEXT INSIDE THE ARC INDICATES THE AWG SIZE OF

THE CONDUCTORS THAT MUST BE RUN IN THE CONDUIT.

THE ABSENCE OF TEXT SIGNIFIES THAT THE

CONDUCTORS SHOULD BE #12 AWG.

HOMERUN TO PANELBOARD. ARC DENOTES CONCEALED

CIRCUITRY. TEXT DENOTES PANELBOARD NAME WITH

CIRCUIT NUMBER. DEVICES HAVING CIRCUIT NUMBERS

LOCATED BESIDE THEM MAY NOT SHOW THE CIRCUIT

NUMBERS AT THE HOMERUN ARROWS.

PARTIAL HOMERUN TO PANELBOARD. COMBINE ALL

PARTIAL HOMERUNS THAT ARE ON THE SAME CIRCUIT IN

A JUNCTION BOX PRIOR TO ENTERING THE PANELBOARD.

C

D

D

J

J

SURFACE MOUNTED/SUSPENDED EMERGENCY FIXTURE.

AMPACITY/NUMBER OF POLES/ENCLOSURE TYPE

NAME OF PANELBOARD

xx/xx/xx COMBINATION MOTOR STARTER. TEXT INDICATES

AMPACITY/NUMBER OF POLES/ENCLOSURE TYPE.

AMPACITY/NUMBER OF POLES/ENCLOSURE TYPE

xx/xx/xx

AMPACITY/NUMBER OF POLES/ENCLOSURE TYPE

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18" A.F.F. TO

CENTERLINE OF BOX UNLESS NOTED OTHERWISE WITH

WEATHERPROOF COVER AND GFI TYPE.

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS PROJECT.

A OR AMP

ACC

AC

AC

AF

AFF

AFG

AHU

AIC

AL

AM

ASYM

AT

ATS

AUTO

AWG

B

BC

BCW

BFF

BFG

BLDG

BMGB

C

CAT

CB

CCT

CCTV

CFCI

CH

CHWCP

CHWP

CHWSP

CKT

CMH

CMS

CP

CPT

CRAC

CRI

CT

CT

CU

CWP

D

DC

DF

DH or DUH

DHWCP

DISC

DOAS

DPST

DPDT

DSCU

DSHP

DSS

DWBP

DX

EC

ECB

EF

ELEC

EMH

EMT

E or EMER

EPA

EQUIP

ERV

ERU

EXIST or EX

EUH

EXP

EWC

EWH

F

FACP

FCU

FLEX

FWE

G OR GND

GFGI

GFI

GRS

GUH

GWH

H or HT

HAC

HOA

HP

HP

HT

HVU

HWCP

HWP

HWRP

HWSP

AMPERE(S)

AIR COOLED CHILLER

ALTERNATING CURRENT

AIR COMPRESSOR / AIR CURTAIN

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ALUMINUM

AMMETER

ASYMMETRICAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BOILER

BRANCH CONTROLLER

BARE COPPER WIRE

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BUILDING

BUILDING MASTER GROUNDING BUSBAR

CONDUIT

CATEGORY

CIRCUIT BREAKER

CORRELATED COLOR TEMPERATURE

CLOSED CIRCUIT TELEVISION

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CHILLER

CHILLED WATER CIRCULATING PUMP IN A PRIMARY-SECONDARY SYSTEM

CHILLED WATER PUMP

CHILLED WATER SUPPLY PUMP IN A PRIMARY-SECONDARY SYSTEM

CIRCUIT

COMMUNICATIONS MANHOLE

COMBINATION MOTOR STARTER

CONDENSATE PUMP

CONTROL POWER TRANSFORMER

COMPUTER ROOM AC UNIT

COLOR RENDERING INDEX

CURRENT TRANSFORMER

COOLING TOWER

COPPER OR CONDENSING UNIT

CONDENSER WATER PUMP

DEPTH

DIRECT CURRENT

DESTRATIFICATION FAN

DUCT HEATERS

DOMESTIC HOT WATER CIRCULATING PUMP

DISCONNECT SWITCH

DEDICATED OUTSIDE AIR SYSTEM (UNIT)

DOUBLE POLE SINGLE THROW

DOUBLE POLE DOUBLE THROW

DUCTLESS SPLIT CONDENSING UNIT (POWERS THE DSS INDOOR UNIT)

DUCTLESS SPLIT HEAT PUMP (POWERS THE DSS INDOOR UNIT)

DUCTLESS SPLIT SYSTEM (INDOOR UNIT)

DOMESTIC WATER BOOSTER PUMP

DIRECT EXPANSION (DX) COOLING COIL

EMPTY CONDUIT

ENCLOSED CIRCUIT BREAKER

EXHAUST FAN

ELECTRICAL

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING

EMERGENCY

EFFECTIVE PROJECTED AREA

EQUIPMENT

ENERGY RECOVERY VENTILATOR

ENERGY RECOVERY UNIT

EXISTING

ELECTRIC UNIT HEATER

EXPLOSION PROOF

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FUSE

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FLEXIBLE

FURNISHED WITH EQUIPMENT

GROUND

GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GROUND FAULT INTERRUPTER

GALVANIZED RIGID STEEL CONDUIT

GAS UNIT HEATER

GAS WATER HEATER

HEIGHT

HEATED AIR CURTAIN

HAND-OFF AUTOMATIC

HORSE POWER

HEAT PUMP (OUTDOOR PORTION OF SPLIT SYSTEM HEAT PUMP, USE CU FOR

STANDARD DX OUTDOOR UNIT)

HEAT TRACKING

HEATING/VENTILATING UNIT

HEATING WATER CIRCULATING PUMP IN A PRIMARY-SECONDARY SYSTEM

HEATING WATER SUPPLY IN A PRIMARY-ONLY SYSTEM

HOT WATER RECIRCULATION PUMP

HEATING WATER SUPPLY PUMP IN A PRIMARY-SECONDARY SYSTEM

ELECTRICAL ABBREVIATIONS

HWUH

HZ

IDS

IMC

IRH

J OR JB

K

KAIC

KCM OR KCMIL

KEF

KH

KV

KVA

KW

KWHR

L

LA

LAN

LAV

LM

LTG

MAU

MAX

MCA

MCB or MB

MCC

MGB

MH

MIN

MLO

MOD

MT or MTD

MRS

N

NEC

NEMA

NFPA

NC

NESC

NL

NO

NTS

P

PA

PBB

PDU

PF

PH

PIU

PMT

PNL

PTAC

PVC

RBB

RECEPT or RECP

RF

RH

RMC

RMS

RTU

RVNR

SA

SBB

SCCR

SD

SF

S/N

SP

SPD

SPDT

SPEC

SPST

SWBD

SWGR

TEBC

TMGB

TOL

TP

TYP

U

UH

UG

UIO

UL

UTP

V

VA

VAV

VEF

VM

VRF

W

WC

WEF

WH

WHDM

WSHP

WP

WPIU

XFMR

Z

HOT WATER UNIT HEATER

HERTZ

INTRUSION DETECTION SYSTEM

INTERMEDIATE METAL CONDUIT

INFRARED HEATER

JUNCTION BOX

KILO

THOUSAND AMPERE INTERRUPTING CAPACITY

THOUSAND OF CIRCULAR MILS

KITCHEN EXHAUST FAN

KITCHEN HOOD

KILOVOLT

KILOVOLT-AMPERES

KILOWATT

KILOWATT-HOUR

LENGTH

LIGHTNING ARRESTOR

LOCAL AREA NETWORK

LAVATORY

LOCKHEED MARTIN

LIGHTING

MAKE-UP AIR UNIT

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL…