Attachment 1A - Access Walkways Design.pdf
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- Attached to
- Access Walkways for the Chiller Cooling Towers
- Solicitation number
- 12805B25R0020
About this file
These are detailed architectural and engineering design drawings for access walkways and catwalk structures at the National Bio and Agro Defense Facility (NBAF) in Manhattan, Kansas, prepared for the USDA Agricultural Research Service. The 13-sheet drawing set includes comprehensive structural, mechanical, and electrical plans for a catwalk system surrounding cooling towers, with detailed specifications for steel framing, galvanized steel grating, stairs, handrails, and electrical infrastructure.
Key technical details include W-series steel beam specifications (W14X43, W10X33, W8X15), galvanized steel grating with serrated 1.5" x 3/16" bearing bars, precise elevation measurements ranging from 1135.0' to 1148.4', and specific connection methods using A325 bolts and epoxy anchors. The drawings indicate modifications to existing electrical systems, including relocating fixtures, converting motor orientations, and maintaining existing variable frequency drives (VFDs). All steel components, including framing, plates, bolts, and handrails, are specified to be hot-dip galvanized, with careful attention to dimensional accuracy and field verification requirements.
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USDA
VICINITY MAP (1" = 0.4 MILES)
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
1980 DENISON AVENUE
MANHATTAN, KS 66502
INDEX OF DRAWINGS
GENERAL NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PERFORMING WORK OR FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES.
ANY DEVIATIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR RESOLUTION
BEFORE PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.
2. THE FACILITY WILL REMAIN IN OPERATION DURING ALL PHASES OF CONSTRUCTION. ALL MEANS OF
EGRESS MUST REMAIN FREE AND CLEAR.
3. COORDINATE CONSTRUCTION ACCESS AND STAGING AREA(S) WITH CONTRACTING OFFICER PRIOR
TO COMMENCING WORK.
4. CONTRACTOR SHALL REVIEW ALL SPECIFICATIONS AND DRAWINGS. SPECIFICATIONS TAKE
PRECEDENCE OVER DRAWINGS. HOWEVER, ITEMS SHOWN ON DRAWINGS BUT NOT IN THE
SPECIFICATIONS ARE REQUIRED WITHIN THE PROJECT SCOPE. IN ADDITION, SPECIFIC ITEMS
SHOWN ON THE DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS IN CASES WHERE THE
SPECIFICATION HAS OPTIONS.
U.S. DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH SERVICE
COOLING TOWER MOTORS AND CATWALK
A/E CONTRACT NO: 12805B23D0006
A/E PROJECT NO: 12805B24F0208
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
MANHATTAN, KANSAS
SHEET NO. DRAWING NO. TITLE
T100 1 OF 13 TITLE SHEET
S000 2 OF 13 STRUCTURAL GENERAL NOTES, LEGEND AND ABBREVIATIONS
S100 3 OF 13 CUP YARD SITE PLAN
S101 4 OF 13 CATWALK FRAMING PLAN
S102 5 OF 13 CATWALK GRATING PLAN
S200 6 OF 13 CATWALK SECTIONS AND DETAILS
S201 7 OF 13 CATWALK SECTIONS AND DETAILS
S202 8 OF 13 CATWALK AND STAIR DETAILS
M101 9 OF 13 COOLING TOWER YARD MECHANICAL PLAN
E100 10 OF 13 ELECTRICAL PLAN
E101 11 OF 13 SWBD & VFD LOCATIONS
R100 12 OF 13 REFERENCE - MECHANICAL FIRST FLOOR PLAN - AREA B2*
R200 13 OF 13 REFERENCE - MECHANICAL SECTION AT COOLING TOWERS*
PROJECT LOCATION
PROJECT
LOCATION
PROJECT LOCATION
LEGEND
ELEVATION CROSS REFERENCEX
XXXXX
ENLARGED PLAN/AREA OF WORK REFERENCEX
XXXXX
NORTH ARROW
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
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USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
TITLE SHEET
T100 1 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
NOTE: REFERENCE DRAWINGS FROM FACILITY AS BUILTS.
Justin.Schlegel Rectangle
Justin.Schlegel Rectangle
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
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USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
STRUCTURAL GENERAL NOTES,
LEGEND AND ABBREVIATIONS
S000 2 1202/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
STRUCTURAL GENERAL NOTES
A.
B.
C.
D.
E.
F.
G.
DESIGN CRITERIA
CODES AND STANDARDS
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE
INSTITUTE (ACI), AC1 318-19.
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-22.
INTERNATIONAL BUILDING CODE (IBC) 2021.
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, TMS 402/602-16.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL
15TH EDITION.
STRUCTURAL COMPONENTS IN THIS PROJECT WERE DESIGNED USING ASD
METHODOLOGY.
AISI AMERICAN IRON AND STEEL INSTITUTE.
1. MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE WITH IBC 2021:
CATWALK LOADS:
40 PSFWIND DESIGN DATA:
ULTIMATE WIND SPEED 110 MPH
RISK CATEGORY II
WIND EXPOSURE B
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR 1.0
OCCUPANCY CATEGORY I
SS 0.12g S1 0.06g
SITE CLASS D
SDS 0.10g SD1 0.08g
SEISMIC DESIGN CATEGORY B
SEISMIC RESISTING SYSTEM STEEL FRAMES NOT SPECIFICALLY
DETAILED FOR SEISMIC RESISTANCE
DESIGN BASE SHEAR CsW
CS
DESIGN METHOD EQUIVALENT LATERAL FORCE
2. MATERIALS
CONCRETE (28 DAY STRENGTH)
CONCRETE WORK EXPOSED TO 4,000 PSI (COMP. STRENGTH)
FREEZING AND THAWING FOR EXTERIOR WALKS,
PLATFORM STEPS & SLAB ON GRADE
STRUCTURAL CONCRETE FOR GRADE BEAMS, 4,000 PSI (COMP. STRENGTH)
PILE CAPS & ETC.
OTHERS 4,000 PSI (COMP. STRENGTH)
REINFORCING:
BARS ASTM A615/A615M
WELDED WIRE FABRIC ASTM A185
STRUCTURAL STEEL SHAPES, PLATES, AND MISCELLANEOUS SHAPES:
APPLICABLE SHAPE SERIES
W M S C
MC
L
HSS (RECTANGLE)
HSS (ROUND)
PIPE
PLATES
PLATES
BARS
ASTM DESIGNATION
A992 A36 A36 A36 A36 A36
A500 A500 A53 A36
A572 A572
MIN. YIELD STRESS (FY) (KSI)
BOLTS: ASTM A325 BEARING TYPE N
CONCRETE MASONRY UNITS: ASTM C90
MORTAR MUST BE TYPE S CONFORMING TO
ASTM C270. GROUT MUST BE PUDDLED
OR VIBRATED IN PLACE.
ANCHOR RODS: ASTM F1554, GRADE 36
GROUT: 2 KSI
3. CAST-IN-PLACE CONCRETE NOTES:
3.1 CONCRETE COVER FOR REINFORCEMENT:
A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER
#5 BARS OR SMALLER 1 1/2"
#5 BARS OR LARGER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH GROUND: 1"
SLAB, WALL, AND JOISTS BEAMS 1 1/2"
TENSION AND DEVELOPMENT SPLICE LENGTHS - 4000 PSI CONCRETE
DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK
BAR
SIZE
TOP BAR
(INCHES)
OTHER BAR
(INCHES)
TOP BAR
(INCHES)
OTHER BAR
(INCHES)
EMBED
(INCHES)
LEG LENGTH
(INCHES)
BEND DIA.
(INCHES)
#3
#4
#5
#6
#7
#8
2.25
3.75
4.5
5.25
1.
2.
3.
NOTES:
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.
TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE
BELOW THE BAR.
STANDARD 90 DEGREE HOOK EMBEDMENT LENGTHS ARE BASED ON SIDE COVER
GREATER THAN 2.5 INCHES AND END COVER GREATER THAN 2 INCHES WITHOUT
TIES AROUND HOOKS.
4. FOUNDATION:
4.1 AT GRADE SLABS MUST BE CONSTRUCTED ON 6 INCH CAPILLARY WATER
BARRIER WITH A 10 MIL VAPOR BARRIER.
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 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.
4.5 DO NOT PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER, FROST,
OR ICE.
4.6 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE
RUNOFF AWAY FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE
RUNOFF NEAR THE STRUCTURES.
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 BCKFILLING.
3.4 LAP SPLICE LENGTHS FOR REINFORCING BARS MUST BE THE SAME AS TABLE ABOVE.
3.5 ABOVE WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS
THE LAP LENGTH UNLESS SPECIFICALLY NOTED 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 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 DOWELS IF NOT OTHERWISE
NOTED.
3.10 CHAMFER EXPOSED TO VIEW CORNERS 3/4", U.N.O.
7. POST INSTALLED ADHESIVE ANCHORS:
NOTE: ADHESIVE ANCHORS ARE NOT TO BE USED AS A SUBSTITUTE FOR CAST IN PLACE
ANCHOR BOLTS.
7.1
7.2 INSTALL BOLTS PERPENDICULAR TO THE FACE OF CONCRETE. DEVIATION FROM
PERPENDICULAR GREATER THAN 10 DEGREES WILL NOT BE ACCEPTABLE.
7.3 CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO
FABRICATING HOLES IN CONNECTION PLATES. MAKE TEMPLATE BY LOCATING
EXISTING REBAR WITH A PACHOMETER. REPOSITION BOLTS A MAXIMUM OF 1-1/2
INCHES TO AVOID CONFLICTS WITH EXISTING REINFORCING.
7.4 DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY MANUFACTURER. DO
NOT ENLARGE OR REDIRECT HOLES ALONG LENGTH OF BOLT.
7.5 DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING
COMPRESSED AIR.
7.6 FILL ABANDONED HOLES WITH EPOXY GROUT.
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 MUST APPLY TO DEVELOPMENT LENGTHS NOT
OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS OR SPECIFICATIONS.
3.3 REINFORCING BAR DEVELOPMENT LENGTHS L d (f'c = 4,000 PSI)
6. STRUCTURAL STEEL NOTES:
6.1 DIMENSIONS: TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP SURFACES,
TO TOP FLANGES OF BEAMS, AND BACKS OF CHANNELS AND ANGLES UNLESS
SHOWN OTHERWISE.
6.2 ELEVATIONS: REFERS TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS SHOWN
OTHERWISE.
6.3 WELD SIZES NOT INDICATED ON DRAWINGS: PROIVDE MINIMUM WELD
CONNECTIONS IN ACCORDANCE WITH AISC. WELD IN ACCORDANCE WITH AWS
REQUIREMENTS.
6.4 STRUCTURAL STEEL OR MISCELLANEOUS STEEL:
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.
8. GALVANIZED STEEL:
5. GENERAL:
5.1 WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT MUST ONLY
APPLY TO LIKE OR SIMILAR CONDITIONS.
POST INSTALLED ADHESIVE ANCHORS MUST BE STAINLESS STEEL. STRENGTH OF ANCHORS MUST BE BASED UPON THE REQUIRED STRENGTH OF THE SPECIFIC INSTALLATION AND LOCATION OF ANCHORS. CONTRACTOR
MUST PROVIDE CALCULATIONS DOCUMENTING SELECTION OF ANCHOR.
8.1 ALL ELEMENTS CALLED OUT TO BE GALVANIZED STEEL SHALL BE HOT DIPPED GALVANIZED AFTER
FABRICATION.
8.2 GALVANIZED ELEMENTS SHALL NOT BE FIELD WELDED.
9. GALVANIZED STEEL GRATING:
9.1 STEEL USED IN BEARING BARS, CROSS BARS AND CONNECTING BARS OR RECTANGULAR SECTIONS SHALL CONFORM TO ASTM A569 FOR HOT ROLLED CARBON STEEL SHEET AND STRIP AND ASTM A36 FOR STRUCTURAL STEEL BARS. CROSS BARS MADE OF WIRE ROD SHALL CONFORM TO ASTM A510 FOR CARBON STEEL WIRE RODS AND COARSE ROUND WIRE. COMBINATIONS OF THESE STEELS MAY
BE WELDED TOGETHER.
ALL GRATING AND ASSOCIATED PRODUCTS SHALL CONFORM TO THE FABRICATION AND TOLERANCES
AS ESTABLISHED BY THE ANSI/NAAM A202.1 METAL BAR GRATING MANUAL.
WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1.
BAR GRATING SHALL BE WELDED GALVANIZED STEEL (SERRATED WITH 1 1/2" X 3/16" BEARING BARS AT 1 3/16" SPACING AND INTERLOCKING CROSS BARS AT 4" SPACING (W-19-4, 1 1/2" X 3/16") .
OPENINGS IN THE GRATING 6" AND ABOVE SHALL BE CUT AND BANDED IN THE SHOP.
9.2
9.3
9.4
9.5
10. VERIFICATION OF DIMENSIONS:
10.1 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY DIMENSION VARIANCES.
W12X45 W12X45
W12X45 W12X45
W12X45
W12X45
W12X45
W12X45
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
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
Z:\
Jo bs \39
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US
DA
CU
P C oo ling
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- N
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- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
CUP YARD SITE PLAN
S100 3 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
0 4' 8' 16'
SCALE: 3/16"= 1'-0"
2'
SCALE:
CUP YARD SITE PLAN
3/16 = 1'-0"
S100
W 8X
W 8X
W12X45
W 8X
W12X45
W 8X
W12X45
W12X45
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W12X45
W12X45
W12X45
W12X45
W12X45
W12X45
W12X45
W12X45
OUTLINE OF CURTAIN
WALL ABOVE
LEGEND
EXISTING THIS CONTRACT
PIPE SUPPORT
CONCRETE
STEEL GRATE
WF STEEL BEAM
WF STEEL COLUMN
STEEL HANDRAIL
GRAVEL SURFACING
CONCRETE WALL, TYP.
KEYED NOTES
DEMOLISH EXISTING LADDER AND CONCRETE BASE.
DEMOLISH EXISTING HANDRAIL.
PROVIDE 8" CONCRETE PAVEMENT.
MATCH EXISTING ELEVATIONS.
W12X45
EXISTING GALVANIZED
GRATE, TYP.
EXISTING CONCRETE PAVEMENT
NOTE:
COOLING TOWERS AND PIPING NOT
SHOWN THIS DRAWING FOR CLARITY.
SEE REFERENCE DRAWINGS.
TOS
1147' - 5 1/2"
TOS
1147' - 5 1/2"
TOS
1147' - 5 1/2"
T.O.S.
1147' - 5 1/2"
TOS
1147' - 5 1/2"
TOS
1147' - 5 1/2"
1 1
EXISTING 8" CONCRETE SLAB
'-0
12'-0"
NOTE:
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY
DISCREPANCIES.
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\S1
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
CATWALK FRAMING PLAN
S101 4 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
S200
S200
S200
S200
S200
LEGEND
EXISTING THIS CONTRACT
PIPE SUPPORT
CONCRETE
FRAMING
HANDRAIL
GRAVEL SURFACING
SCALE:
CATWALK FRAMING PLAN
3/16" = 1'-0"
S101
0 4' 8' 16'
SCALE: 3/16"= 1'-0"
2'
W12X45 W12X45
W12X45 W12X45
W12X45
W12X45
W12X45
W12X45
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W12X45
W 8X
W12X45
W 8X
W12X45
W12X45
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W 8X
W12X45
W12X45
W12X45
W12X45
W12X45
W12X45
W12X45
W12X45
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3 3W14X43
W12X45
W12X45
W
X3
W
X3
W
X3
W
X3 3W14X43 W14X43 W14X43 W14X43 W14X43 W14X43
W10X33
W10X33
W
X4
W
X4
W14X43 W14X43 W14X43 W14X43 W14X43
W14X43 W14X43
W14X
W14X
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W14X43W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43 W14X43
NOTE:
COOLING TOWERS AND PIPING NOT
SHOWN THIS DRAWING FOR CLARITY.
SEE REFERENCE DRAWINGS.
T.O.S.
1147' - 5 1/2"
T.O.S.
1146' - 3 7/8"
T.O.S.
1146' - 3 7/8"
T.O.S.
1146' - 3 7/8"
T.O.S.
1146' - 3 7/8"
T.O.S.
1147' - 5 1/2"
KEYED NOTES
PROVIDE STEEL STAIRS1
OUTLINE OF CURTAIN
WALL (ABOVE)
EXISTING 8" CONCRETE SLAB
W10X33
W10X33 W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W 8X
W
X3
W
X3
S201
W
X3
W
X3
W
X3
W
X3
NOTE:
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY
DISCREPANCIES.
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\S1
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
CATWALK GRATING PLAN
S102 5 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
LEGEND
EXISTING NEW CONSTRUCTION
PIPE SUPPORT
CONCRETE
STEEL GRATE
RAMP
HANDRAIL
GRAVEL SURFACING
SCALE:
CATWALK GRATING PLAN
3/16 = 1'-0"
S102
0 4' 8' 16'
SCALE: 3/16"= 1'-0"
2'
KEYED NOTES
PROVIDE GALVANIZED STEEL GRATING.
PROVIDE STEEL STAIRS.
PROVIDE STEEL HANDRAIL.
PROVIDE REMOVABLE VALVE ACCESS PLATE ABOVE EXISTING
VALVES, SEE 6/S202.
PROVIDE LADDER AND HANDRAIL SECTION, SEE 8/S202.
T.O.S.
1147' - 5 1/2"
T.O.S.
1146' - 3 7/8"
T.O.S.
1146' - 3 7/8"
T.O.S.
1147' - 5 1/2"
T.O.S.
1146' - 3 7/8"
1 TYP.
1 TYP.
1 TYP.
T.O.S.
1146' - 3 7/8"
T.O.S.
1146' - 3 7/8"
T.O.S.
1147' - 5 1/2"
NOTE:
COOLING TOWERS AND PIPING NOT
SHOWN THIS DRAWING FOR CLARITY.
SEE REFERENCE DRAWINGS.
1 TYP.
EXISTING 8" CONCRETE SLAB
OUTLINE OF CURTAIN
WALL (ABOVE)
4 4 4
4 4
NOTE:
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY
DISCREPANCIES.
TOP OF FTG 1135.0
FIELD VERIFY
9'- 6"
TOP OF FTG 1135.0
FIELD VERIFY
5'-5"±
20'-6" TOTAL RUN
R
IS
ER
S
EQ
S
PA
CE
D
7'-7" 6"
5'-6" ±
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\S2
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
CATWALK SECTIONS AND DETAILS
S200 6 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
SCALE:
TYP. SECTION
AT ELEVATION CHANGE
3/8" = 1'-0"
S200 SCALE:
SECTION
3/8" = 1'-0"
S200 SCALE:
SECTION
3/8" = 1'-0"
S200
SCALE:
SECTION AT STAIRS
3/8" = 1'-0"
S200 SCALE:
SECTION
3/8" = 1'-0"
S200
SCALE: 3/8"=1'-0"
0 1' 2' 4' 8'
KEYED NOTES
PROVIDE REMOVABLE HANDRAIL, SEE 1/S201.
PROVIDE GALVANIZED STEEL GRATE. MATCH SIZE
OF EXISTING.
PROVIDE W14X43.
PROVIDE W10X33.
PROVIDE BEAM CONNECTION TO WALL, SEE 2/S201.
PROVIDE (2) L3X3X1/4.
T.O.S.
1147'-5 1/2"
EXISTING FOOTING
EXISTING COLUMN EXISTING CONCRETE
WALL
OUTLINE OF
COOLING TOWER
C10X30 STRINGER
STAIR TREAD W/ NON-SLIP FINISH NOSING
HANDRAIL BEYOND
5'-4"
EXISTING CONCRETE WALL
OUTLINE OF
COOLING TOWER
T.O.S.
1146'-3 7/8"
5'-4"
APPROX. FINISHED GRADE
EXISTING
CONCRETE WALL
EXISTING COLUMN
EXISTING FOOTING
OUTLINE OF COOLING TOWER
T.O.S.
1147'-5 1/2"
EXISTING FOOTING
APPROX. FINISHED GRADE
EXISTING CONCRETE
WALL
EXISTING COLUMN
EXISTING GRATE
TO REMAIN
T.O.S.
1146'-3 7/8"
OUTLINE OF
COOLING TOWER
T.O.S.
1147'-5 1/2"
5'-4"
6"
T.O.S.
1147'-5 1/2"
T/W 1148'-4"T/W
1148'-4"
T/W 1148'-4"
TOP OF FTG
1135' FIELD VERIFY
T/W 1148'-4"
T/W 1148'-4"
8" CONCRETE PAVEMENT
S202
S202
S202
RI
SE
20 EQ SPACED TREADS = 20'-6"
TREAD
NON-SLIP NOSING ON EDGE OF GRATE
5'-5" ±
6"
4'-0" 6"
3'- 5"
S2015
S201
NOTE:
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL NOTIFY
1'- 9"
1'- 9"
5'-0" 4 1/2"
R3" R3"
7"
5"
2" 5"
2"
2"
EXISTING W12X45
W10X33
(2) 3/4" Ø A325 BOLTS
COPE AS REQ'D
L3 1/2"X3 1/2"X3/8"X6"
1 1/2"
1 1 /2"
3" W10X33
W14X43
(4) 3/4" Ø A325
BOLTS
W10X33
(2) L3X3X1/4
3/8" GUSSET PLATE
(2) 3/4" Ø A325 BOLTSW.P.
3" 3/16
3/16
TYP.
1 1/2"
EXISTING
CONCRETE
WALL
W.P.
(2) L3X3X1/4
3/8" GUSSET PLATE
45°
3"
(2) 3/4" Ø A325 BOLTS
3/16
3/16
TYP.
1/2"X9"X10" A36 PLATE
(4) 5/8" Ø EPOXY
ANCHORS
EMBEDDED 4"1 1/2"
1 1/2" SCH. 80 PIPE, TYP.
SEE 1/S201 FOR ADDITIONAL
INFORMATION
2 1/2" SCH. 80 PIPE SLEEVE PL6"X1/4"XREQ'D LENGTH
TOE PLATE
3/16
3/16
TYP.
W14X43
(2) 3/4" Ø A325 BOLTS
6"X6"X3/8" BENT PLATE
FIELD VERIFY ANGLE
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\S2
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
CATWALK SECTIONS AND DETAILS
S201 7 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
SCALE:
TYP. REMOVABLE HAND RAIL
3/4" = 1'-0"
S201
3/16
4"
W14X43
1 1/2" SCH. 80
PIPE, TYP.
1 1/2" SCH. 80
PIPE, TYP.
2 1/2" SCH. 80
SLEEVE
SCALE:
TYP. BEAM TO WALL CONNECTION
3" = 1'-0"
S201
3/16
3/16
1/2"X9"X10" A36 PLATE
3/4" A325
BOLTS
5/8" DIA. EPOXY ANCHORS, W/
4" EMBEDMENT, TYP. OF 4 3/8" A36 PLATE
FACE OF EXISTING
CONCRETE WALL
SCALE: 3/4"=1'-0"
0 1' 2' 4'
SCALE: 3"=1'-0"
3"0 6" 1'
W10X33
3/16" SET SCREW,
2 PER SLEEVE
SCALE:
BEAM CONNECTION TO EXISTING FRAMING
1" = 1'-0"
S201
2'
SCALE: 1"=1'-0"
0 1' 3'
SCALE:
TOP RUNNING BEAM CONNECTION
1" = 1'-0"
S201
SCALE:
ANGLE CONNECTION TO BEAM
1" = 1'-0"
S201
SCALE:
ANGLE CONNECTION TO WALL
1" = 1'-0"
S201
SCALE:
TOE PLATE DETAIL
3/4" = 1'-0"
S201
W14X43
SCALE:
ANGLED BEAM CONNECTION
1" = 1'-0"
S201
NOTE:
ALL STEEL INCLUDING STEEL FRAMING, PLATES, BOLTS, HANDRAILS, ETC... SHALL
BE HOT DIP GALVANIZED
NOTE:
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL NOTIFY
C10X30 STRINGER
W.P.
8" CONCRETE PVMT
FASTEN STINGER TO FLOOR W/
3/4" Ø X 5" STAINLESS STEEL
ADHESIVE ANCHOR ROD
L3X3X3/8"X3" @ OUTSIDE
OF STRINGER W/ 13/16"
Ø HOLE FOR 3/4" Ø BOLT,
TYP.
1/4" CLOSURE PLATE
1"
STAIR TREAD, TYP.
1/2
3/16
TYP.
NOSING LINE
GALV. GRATING W.P.
C10X30 STRINGER
3/8" Ø BOLT
NOSING LINE
STAIR TREAD
W14X43
CLIP ANGLE OUTSIDE OF
STRINGER (2-ROW CONN.
MIN.) W/ 1/2" Ø BOLTS
1"
NOSING, TYP.
C10X30 STRINGER
4"
2 1/2"
PL9"X2 1/2"X1/2" W/
13/16" Ø HOLES FOR (2)
3/4" Ø BOLTS 1 1/2" SCH. 80 PIPE
3/16
TYP.
C10X30 STRINGER
STAIR TREAD
CARRIER PLATE
(2) 3/8" Ø BOLTS
W14X43
BEARING BAR
CROSS BAR, TYP.
GALVANIZED SADDLE CLIP @ 12" O.C.
1/2" Ø BOLT
GALVANIZED GRATE
1/2" Ø U-BOLT W/ 4" CLEAR
INSIDE DIMENSION
3/16
3/16
TYP.
1" 1/2"
1'-2"
PL8"X1 1/2"X3/8"
PL14"X14"X3/8"
W14X43
GALV. GRATE, SEE 5/S202
FOR CONNECTION
GALV. GRATE
BEARING BAR
CUT NOTCH IN GRATE
AS REQUIRED FOR
SMOOTH TRANSITION
TO SLOPED SURFACE
3/16 1"
3/16 1"
TYP. @ 12" O.C.
OUTLINE OF
COOLING TOWER
EXISTING W12X45
EXISTING COLUMN
EXISTING
FOUNDATION, TYP.
EXISTING FINISHED
GRADE OF CRUSHED
AGGREGATE
EXISTING ELECTRICAL
EQUIPMENT TO BE
PROTECTED
8" 4"
3'X3'X8" CONCRETE
PAD REINFORCED
W/ #4 @ 12" O.C., E.W.
3/4" Ø LADDER RUNG
O.
C.
4'- 0"
3'- 6"
2'-0"
C3X6 LADDER RAIL, TYP.
1/2"Ø ANCHOR BOLT
EMBEDDED 4"
L2 1/2 X 2 1/2 X 1/4
X 2 1/2" LONG
3/16
TYP.
3/16
TYP.
TOE PLATE, SEE 7/S201
1/2" Ø BOLT
12"X1/4"X2 1/2"
BENT PLATE
3/16
TYP.
NOTE: INSIDE OR LADDER RAIL SHALL HAVE 3" CLEAR BETWEEN FLANGE OF EXISTING BEAM.
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\S2
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
CATWALK AND STAIR DETAILS
S202 8 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
SCALE:
STAIR STINGER CONNECTION TO FINISHED GRADE
1-1/2" = 1'-0"
S202
SCALE: 1 1/2"=1'-0"
0 6" 1' 2'
SCALE:
STAIR HEAD @ GRATING PLATFORM
1-1/2" = 1'-0"
S202
SCALE:
STAIR HANDRAIL POST CONNECTION
1-1/2" = 1'-0"
S202
SCALE:
STAIR TREAD CONNECTION
1-1/2" = 1'-0"
S202
SCALE:
TREAD CONNECTION
3" = 1'-0"
S202
SCALE: 3"=1'-0"
3"0 6" 1'
SCALE:
VALVE ACCESS PLATE
3" = 1'-0"
S202
SCALE:
SLOPE GRATE CONNECTION
1-1/2" = 1'-0"
S202
NOTE:
ALL STEEL INCLUDING STEEL FRAMING, PLATES, BOLTS, HANDRAILS, ETC... SHALL
BE HOT DIP GALVANIZED
2" 2"
HANDRAIL, SEE 1/S201
1'-6 5/8"
SCALE:
LADDER ELEVATION
1/2" = 1'-0"
S202
4'
SCALE: 1/2"=1'-0"
0 1' 2' 8'
NOTE:
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL NOTIFY
RL
RL
606060606060
60 60 60 60
100/3/3R
100/3/3R 100/3/3R 100/3/3R 100/3/3R
100/3/3R 100/3/3R
TW-27111-3B TW-27111-3A TW-27111-2B TW-27111-2A TW-27111-1B TW-27111-1A
TW-27110-1A TW-27110-1B TW-27110-2A TW-27110-2B
ETR
100/3/3R100/3/3R 100/3/3R
02-1NDHG3-2
THROUGH VFD
02-1NDHG3-3
THROUGH VFD
02-1NDHG5-2
THROUGH VFD
02-1NDHG5-3
THROUGH VFD
02-1NDHG7-3
THROUGH VFD
02-1NDHG7-2
THROUGH VFD
02-1NDHG4-2
THROUGH VFD
02-1NDHG4-3
THROUGH VFD
ETR
02-1NDHG8-6
THROUGH VFD02-1NDHG8-8
THROUGH VFD
RL RLRL
RLRLRL
RL
RL
ETR
3#4, #1(G), 1-1/2"C.
1 1 1
2 2 2 2 2 2
(ETR) (ETR) (ETR) (ETR) (ETR)
(ETR)
33 33 3
ETR ETR
ETR
(ETR) (ETR) (ETR) (ETR) (ETR) (ETR)
(ETR) (ETR) (ETR) (ETR)
ETR
3 3 3 3
3#4, #1(G), 1-1/2"C.
3#4, #1(G), 1-1/2"C.
3#4, #1(G), 1-1/2"C.
3#4, #1(G), 1-1/2"C.
3#4, #1(G), 1-1/2"C. 3#4, #1(G), 1-1/2"C.
3#4, #1(G), 1-1/2"C. 3#4, #1(G), 1-1/2"C.
3#4, #1(G), 1-1/2"C.
4 4
4 4 4
INSIDE CUP
BUILDING
INSIDE CUP
BUILDING
ETR
(ETR)
(ETR)
(ETR) (ETR) (ETR) (ETR)
(ETR)(ETR)(ETR)(ETR)
(ETR) (ETR) (ETR) (ETR)
GENERAL NOTES
KEYED NOTES
LEGEND
1. WALL MOUNTED FIXTURES SHALL BE RELOCATED
BELOW THE NEW CAT WALK. THE EXISTING HOMERUN,
CIRCUITRY, AND MEANS OF CONTROL SHALL REMAIN.
SEE DETAIL 2 ON THIS SHEET.
2. THE EXISTING BELT DRIVEN MOTOR SHALL BE
CONVERTED TO A GEAR DRIVEN MOTOR AS INSTRUCTED
BY THE MECHANICAL DRAWINGS. THE MOTOR WILL BE
REPOSITIONED FROM VERTICAL TO A HORIZONTAL
ORIENTATION. PROVIDE NEW CIRCUITRY AND
RACEWAYS AS SHOWN.
3. THE EXISTING CIRCUITRY AND RACEWAYS FROM THE
VFD TO THE EXISTING DISCONNECT. THE VFD IS AN
ABB#: ACH550-UH-072A-4. THE ELECTRICAL
CONTRACTOR SHALL CONFIRM THE VFD IS
PROGRAMMED TO ALLOW NO LESS THAN 15hz SPEED.
THE FEEDER BREAKER, CIRCUITRY, AND RACEWAYS
THAT FEED THE VFD SHALL REMAIN.
4. USE GALVANIZED RIGID STEEL CONDUIT FROM THE
DISCONNECT TO A POINT WITHIN 6' OF THE MOTOR.
WITHIN 6' OF THE MOTOR CONVERT TO LIQUIDTIGHT
FLEXIBLE METAL CONDUIT TO CONNECT TO THE MOTOR.
A. ALL INFORMATION SHOWN WAS FROM A SITE SURVEY
CONDUCTED ON 08/15/24 AND EXISTING CONSTRUCTION
DRAWINGS DATED 11/04/11.
B. ELECTRICAL SYSTEMS AND EQUIPMENT SHOWN ON THIS
DRAWING ARE APPROXIMATE. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS.
C. ALL NON-FUSED DISCONNECTS SHOWN UTILIZE A
SQUARE D: EIK2 ELECTRICAL INTERLOCK FOR SHUTTING
OFF THE VFD.
D. DEVICES NOTED "ETR" SHALL BE EXISTING TO REMAIN.
E. DEVICES NOTED "RL" SHALL BE RELOCATED.
LA-1
10 THE TEXT INSIDE THE ARC INDICATES THE AWG
SIZE OF THE CONDUCTORS THAT SHALL BE
RUN IN THE CONDUIT. THE ABSENCE OF TEXT
SIGNIFIES THAT THE CONDUCTORS SHOULD BE
#12 AWG.
CIRCUITRY RUN IN STRAIGHT LINE SEGMENTS
SIGNIFIES EXPOSED SURFACE-MOUNTED
RACEWAY (SEE SPECIFICATIONS).
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.
NON-FUSED DISCONNECT SWITCH. TEXT
INDICATES AMPACITY/NUMBER OF
POLES/ENCLOSURE TYPE.
SWITCHBOARD
WALL MOUNTED FIXTURE
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
Z:\
4_
Pro jec ts\
3 -
US
DA
M an ha tta n, KS
NB
AF
- C oo ling To we r Y ard Up gra de s\D
RA
WI
NG
S\E
0 -
CA
TW
AL
K.d wg
Fe b 2
1,
- 2
:43 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
ELECTRICAL PLAN
E100 10 1311/21/2024
THT
BCW
CLG
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
0 4' 8' 16'
SCALE: 3/16"= 1'-0"
2'
SCALE:
ELECTRICAL PLAN
3/16 = 1'-0"
E100
EXISTING FORM 7,
STYLE "T" RIGID
METAL CONDUIT
BODY
EXISTING TO REMAIN
RIGID METAL CONDUIT
(TYPICAL)
2#12, #12(G), 3/4"
LIQUIDTIGHT FLEXIBLE
METAL CONDUIT
EXISTING
FLOOD LIGHT
FIXTURE
(IN RELOCATED
LOCATION)
SCALE:
FIXTURE RELOCATION DETAIL (TYPICAL)
NONE
E100
NOTE:
A. RECONNECT EXISTING EMERGENCY BATTERY PACK IN
APPLICABLE FIXTURES ONCE RELOCATED.
MOTOR. TEXT INDICATES MOTOR HORSEPOWER
RATING.
NEW WEATHERPROOF
4"x4"x2.5" JUNCTION
BOX
EXISTING FIXTURE
LOCATION.
Justin.Schlegel Rectangle
02-1NDHG3
02-1NDHG4
02-1NDHG5 02-1NDHG7
02-1NDHG8
VFD-27110-1A
VFD-27110-2A
VFD-27110-1B
VFD-27110-2B
VFD-27111-3A
VFD-27111-3B
VFD-27111-1B
VFD-27111-1A
VFD-27111-2B
VFD-27111-2A
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)
(ETR)(ETR)
(ETR)
(ETR)
GENERAL NOTES
A. ALL INFORMATION SHOWN WAS FROM A SITE SURVEY
CONDUCTED ON 08/15/24 AND EXISTING CONSTRUCTION
DRAWINGS DATED 11/04/11..
B. ALL INFORMATION SHOWN ON THIS SHEET IS FOR
REFERENCE ONLY.
C. ALL OF THE EXISTING VFDs SHALL REMAIN. THE VFDs ARE
ABB#: ACH550-UH-072A-4.
D. ALL OF THE EXISTING SWITCHBOARDS SHOWN ARE
480/277V, 600A, SQ D QED SWITCHBOARD WITH TYPE HJ
BREAKERS AND A SHORT CIRCUIT CURRENT RATING OF
65,000A AND SHALL REMAIN.
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
Z:\
4_
Pro jec ts\
3 -
US
DA
M an ha tta n, KS
NB
AF
- C oo ling To we r Y ard Up gra de s\D
RA
WI
NG
S\E
0 -
CA
TW
AL
K.d wg
Fe b 2
1,
- 2
:43 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
SWBD & VFD LOCATIONS
E101 11 1311/21/2024
THT
BCW
CLG
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
SCALE:
SWITCHBOARD & VFD LOCATIONS
1/16 = 1'-0"
E101 32'0' 8' 16' 48'
SCALE: 1/16"=1'-0"
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\R1
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
REFERENCE - MECHANICAL FIRST
FLOOR PLAN - AREA B2
R100 12 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
SCALE:
REFERENCE - MECHANICAL
FIRST FLOOR PLAN - AREA B2
NTS
R100
NOTE:
THIS DRAWING PROVIDED FOR
REFERENCE ONLY. NO GUARANTEE
OF ACCURACY IS STATED OR IMPLIED
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
Z:\
Jo bs \39
-E
US
DA
CU
P C oo ling
Ya rd
Im pro ve me nts
- N
BA
F\0
8 S ub mi tta ls\F ina l\P roj ec t 1
- C oo ling To we r M oto rs an d C atw alk
\Dr aw ing s\C
AD
\R2
.dw g Fe b 1 9,
- 3 :55 pm
USDA AGRICULTURAL RESEARCH SERVICE
NATIONAL BIO AND AGRO DEFENSE FACILITY (NBAF)
COOLING TOWER AND CATWALK
MANHATTAN, KANSAS
REFERENCE - MECHANICAL
SECTION AT COOLING TOWERS
R200 13 1302/21/2025
THT
THT
AEJ
MID SOUTH AREA
2150 CENTRE AVENUE
BLDG D, SUITE 300
FORT COLLINS, CO3924-E
TW
SCALE:
REFERENCE - MECHANICAL
SECTION AT COOLING TOWERS
NTS
R200
NOTE:
THIS DRAWING PROVIDED FOR
REFERENCE ONLY. NO GUARANTEE
OF ACCURACY IS STATED OR IMPLIED
| Sheets and Views |
| T-100 |
| S000 |
| S100 |
| S101 |
| S102 |
| S200 |
| S201 |
| S202 |
| E100 |
| E101 |
| R100 |
| R200 |
File details come from the government source that posted it. Updated .