COVER SHEETD

ORDER DATE:

TASK ORDER NO.:

A

U S

BAILEY EDWARD

DESIGN

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

DWG. NO.

SHEET OF

GREENHOUSE B400

Agricultural Research Service

KL

25054 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 Design Firm License No. 184-001962

KURT DUGGINS

KURT DUGGINSREO

5/16/25

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DESIGNER:

EM

ST. PAUL, MN 55108

1551 LINDIG ST.

ST. PAUL CDL

DESCRIPTIONBYDATENO.

01 07/22/2025 BED 95% DESIGN QC

02 07/29/2025 BED 95% DESIGN

02/19/2025 BED 95% DESIGN_RESUBMITTAL QC04

03/17/2026 BED FINAL DESIGN QC05

03/20/2026 BED FINAL DESIGN06

02/12/2025 BED 95% DESIGN_RESUBMITTAL

U.S DEPARTMENT OF AGRICULTURE CEREAL DISEASE LABORATORY (CDL)

ST. PAUL BUILDING GREENHOUSE B400 EVAPORATIVE COOLING UPGRADE

1551 LINDIG AVENUE ST. PAUL, MN 55108

SEQUENCE OF EFFORTS

1. SUBMIT NECESSARY FRONT END PAPERWORK, BONDS, INSURANCE.

2. OBTAIN ANY SECURITY CLEARANCES OR BACKGROUND CHECKS NECESSARY TO ACCESS FACILITY.

3. SUBMIT QUALIFICATION DATA FOR TECHNICAL TRADES. REFER TO PROJECT MANUAL.

4. VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND PLAN FOR COMPLETION OF CONSTRUCTION.

5. DEVELOP AND SUBMIT COORDINATED SHOP DRAWINGS WITH SIGN OFF FROM THE TRADES. PROVIDE PRODUCT DATA.

DEVELOP STRATEGY FOR TEMPORARY LIGHTING. SUBMIT PLAN, NARRATIVE, ETC.

6. SCHEDULE EFFORTS WITH THE USDA TO ENSURE THAT RESEARCH SPECIMEN HAVE BEEN REMOVED.

7. REMOVE THE EVAPORATIVE COOLING, CONTROLS, POWER AND APPURTENANCES.

8. PROVIDE UTILITY ROUGH-INS TO ACCOMMODATE EVAPORATIVE COOLING. INFORM THE USDA SO A FIELD INSPECTION

CAN B PERFORMED.

9. PROVIDE COMMISSIONING SERVICES. PROVIDE CX REPORT WITH CLOSEOUT.

10. PERFORM TRAINING. TRAINING SHALL BE RECORDED BY A PROFESSIONAL VIDEOGRAPHER.

11. PROVIDE CLOSEOUT DOCUMENTS.

12. PERFORM ANY WARRANTY WORK.

SCOPE OF WORK

1. THE CONTRACTOR SHALL HAVE ACCESS TO BOTH GREENHOUSES TO SIMULTANEOUSLY UPGRADE THE COOLING AT

EACH END.

2. VISIT THE SITE TO WALK THROUGH THE SUITES, PLAN FOR COMPLETION OF CONSTRUCTION, PLAN FOR

STORAGE/STAGING, CHOOSE A DUMPSTER LOCATION AND BECOME FAMILIAR WITH THE SITE.

3. PROVIDE PRODUCT DATA SUBMITTALS, QUALIFICATIONS, CONTROL SHOP DRAWINGS, SCHEDULE, AND OTHER

DOCUMENTS REQUIRED BY THE SPECIFICATIONS.

4. PROVIDE EFFORTS TO REMOVE THE EVAPORATIVE COOLING PLUMPS, PADS, POWER, CONTROLS AND PLUMBING.

PROVIDE TEMPORARY CAPS FOR UTILITIES

5. PROVIDE EVAPORATIVE COOLING EQUIPMENT, CONTROLS AND UTILITIES TO RESULT IN A COMPLETE OPERATIONAL

SYSTEM. MODIFY GREENHOUSE PANELS TO ACCOMMODATE.

6. EXTEND THE BUILDING AUTOMATION SYSTEM TO MONITOR THE EVAPORATIVE COOLING EQUIPMENT. ALARMS SHALL BE

TRANSMITTED TO THE USDA ENGINEERS.

7. PROVIDE EFFORTS TO COMMISSION THE UPGRADES. VERIFY SEQUENCES OF OPERATIONS IS ACCOMMODATED BY

CONTROLS AND PROGRAMMING.

8. SUBMIT TRAINING AGENDA FOR REVIEW. TRAINING SHALL BE RECORDED BY A PROFESSIONAL VIDEOGRAPHER.

9. PROVIDE CLOSEOUT DOCUMENTS INCLUDING WARRANTY, AS-BUILT DOCUMENTS, TESTING REPORTS, AND

COMMISSIONING REPORT.

GENERAL PROJECT NOTES

1. THE CONTRACTOR SHALL COORDINATE, SCHEDULE, TEST AND PROVIDE ANY EFFORT NECESSARY TO RESULT IN A COMPLETE

AND OPERATING SYSTEM.

2. DETAILS SHOWN ARE INDICATIVE OF THE CHARACTER, PROFILES, MATERIAL, AND SYSTEMS REQUIRED FOR THE WORK. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR, SUNDRIES, TESTING AND REPORTING TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. THE CONTRACTOR SHALL INCLUDE THOSE CONDITIONS NOT COVERED BY SPECIFIC DETAILS.

3. WHERE THE DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS OR SPECIFICATIONS, CONSULT THE

CONTRACTING OFFICER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK.

4. FIELD VERIFY ALL CONDITIONS & DIMENSIONS BEFORE PROCEEDING WITH THIS WORK. IF CONDITIONS VARY FROM INFORMATION WITHIN THE CONTRACT DOCUMENTS, CONSULT THE ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH

THE WORK.

5. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY AND ALL DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. PROVIDE RFI'S

DURING COORDINATION DRAWING EFFORT TO AVOID FIELD REVISIONS.

6. PROVIDE A FULL AND COMPLETE, OPERATING EVAPORATIVE COOLING SYSTEMS, UTILITIES, CONTROLS AND LIGHTING

CONTROL SYSTEM.

7. ALL PENETRATIONS OF ROOF AND FIRE RATED WALL OR SMOKE PARTITIONS SHALL BE PATCHED & REPAIRED AS REQUIRED TO MAINTAIN THE EXISTING FIRE RATING OR SMOKE INFILTRATION INTEGRITY OF THE FLOOR AND WALL. ALL SLEEVES, WIREWAYS, CABLE TRAYS, PIPES, DUCTWORK, ARE TO BE FIRE SEALED TIGHT TO THE WALL OR FLOOR PENETRATIONS TO

MAINTAIN THE REQUIRED CODE COMPLIANT FIRE RATING.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY REMOVAL OF ALL DEMOLITION DEBRIS AND PROTECTION OF EXISTING AREAS WHICH ARE NOT AFFECTED BY THE SCOPE OF WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY INCIDENTAL DAMAGE ASSOCIATED WITH THEIR EFFORTS. ANY DAMAGE TO THE PREMISES SHALL BE BROUGHT BACK TO ORIGINAL CONDITION AT THE COST OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR INFLICTING THE DAMAGE. RUBBISH SHALL BE REMOVED DAILY AT THE END OF EACH SHIFT.

9. CONTRACTOR RESPONSIBLE FOR PROTECTING EXISTING WALL, CEILING, AND FLOOR FINISHES DURING CONSTRUCTION.

REPAIR ANY DAMAGES RESULTING FROM THIS PROJECT AT NO ADDITIONAL COST TO THE OWNER.

10. ALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED IN WRITING BY ARCHITECT/ENGINEER REFER TO SPECIFICATIONS FOR

SUBSTITUTION PROCEDURES.

11. PROVIDE TEMPORARY PROTECTION FROM DUST, NOISE, DAMAGE, ETC. GRINDING OR HOT WORK SHALL BE ACCOMPANIED WITH SOURCE CAPTURE DEVICES TO REMOVE PARTICULATE AND ODORS. THE CONTRACTOR SHALL OBTAIN DAILY PERMITS

FOR HOT WORK.

12. MAINTAIN EXISTING BUILDING EXITS. THE BUILDING IS TO REMAIN IN COMPLIANCE WITH ALL ASPECTS OF THE LIFE SAFETY CODE DURING THE COURSE OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO EXISTING FIRE ALARM SYSTEM, SMOKE AND

FIRE DETECTION SYSTEM, SPRINKLER SYSTEM, ETC. AS APPLICABLE.

13. INDIVIDUAL DRAWINGS ARE PART OF A LARGER SET OF DRAWINGS WHICH, WHEN COMPLETE CONSIST OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHALL NOT BE DISTRIBUTED AND UTILIZED BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF

WHERE THE REQUIREMENTS OCCUR ON THE CONTRACT DOCUMENTS.

14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE

CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE OWNER.

15. THE CONTRACTOR SHALL COORDINATE LOCATIONS FOR STORAGE OF CONSTRUCTION MATERIALS, DUMPSTER ,TOOL STORAGE, AND LAY-DOWN SPACE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND FIELD CONDITIONS.

16. THE CONTRACTOR SHALL MANAGE KICK-OFF AND PROGRESS MEETINGS EVERY OTHER WEEK, PROVIDE AGENDA RFI LOG, SUBMITTAL LOG, AND THREE WEEK LOOK AHEAD 24 HOURS IN ADVANCE OF THE MEETING. PROVIDE MINUTES FOR REVIEW

WITHIN 48 HOURS OF THE MEETING.

17. THE DRAWINGS REPRESENT DESIGN INTENT. THEY ARE SCALED GRAPHIC REPRESENTATIONS OF A LARGE BUILDING. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, FITTINGS, SUPPORTS, OR DEVICES TO RESULT IN A SUCCESSFUL INSTALLATION. THE CONTRACTOR SHALL COORDINATE WITH THE FIELD CONDITIONS, TRADES, AND EQUIPMENT

MANUFACTURES TO PROVIDE A FULL AND COMPLETE INSTALLATION.

18. SCHEDULE EFFORTS WITH COR. IDENTIFY LOCATIONS OWNER NEEDS TO REMOVE OR RELOCATE ITEMS TO FACILITATE

WORK.

PROJECT SITE AERIAL PHOTO

NORTH

B400

NORTH

VICINITY LOCATION MAP

CAMPUS AERIAL PHOTO MAP

NORTH

INDEX - GENERAL

G000 COVER SHEET

G001 OVERALL PLAN

G002 ENLARGED PLAN

CIVIL

MECHANICAL

ELECTRICAL

PLUMBING

G000

C100 CIVIL COVER SHEET

C101 CIVIL EXISTING CONDITIONS AND DEMO PLAN

C200 CIVIL SITE AND UTILITY PLAN

STRUCTURAL

S000 STRUCTURAL GENERAL NOTES

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL SPECIAL INSPECTIONS

S200 STRUCTURAL FOUNDATION PLAN

S201 STRUCTURAL FRAMING PLAN

M000 HVAC COVERSHEET

MD200 LEVEL 01 DEMOLITION PLAN - HVAC

M200 GREENHOUSE OVERALL PLAN - HVAC

M300 GREENHOUSE ENLARGED PLAN - HVAC

M400 HVAC DETAILS

M600 HVAC SCHEDULES

E000 ELECTRICAL COVERSHEET

E200 GREEN HOUSE OVERALL PLAN - ELEC

E300 GREEN HOUSE ENLARGED PLAN - ELEC

E400 ELECTRICAL DETAILS AND SCHEDULES

E500 ELECTRICAL DIAGRAMS

E600 ELECTRICAL PANEL SCHEDULES

P000 PLUMBING COVER SHEET

PD200 GREEN HOUSE DEMOLITION PLAN - PLUMBING

P200 GREEN HOUSE OVERALL PLAN - PLUMBING

P300 GREEN HOUSE ENLARGED PLANS - PLUMBING

Expiration Date of Seal: 11-30-2026

HEAD

HOUSE

HEAD

HOUSE

HEAD

HOUSE

GROWTH

CHAMBER

LAB

PREP

ROOM

BOILER

ROOM

CORRIDOR SERVER

ROOM

GRAPHICS

OFFICE

LAB

LAB

CORRIDOR

LAB

COLD

LAB

MICROSCOPE

ROOM

MENS

ROOM

WOMENS

ROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ENTRY

LAB

LAB

KITCHEN

X04

CHEMICAL

STORAGE

X07

RECEPTIONIST

ADMINISTRATION

X02

STAIR

X

CONFERENCE

LUNCH

ROOM

X03

CONFERENCE

ROOM

CORRIDOR

CORRIDOR

CORRIDOR

LAB

LAB

PREP

ROOM

OPEN

OFFICE

M.E.P.

MENS

ROOM

WOMENS

ROOM

CONTAINMENT

LAB

AUTO-

CLAVE

108C

ANALYSIS

ROOM

108B

ANTEROOM

108A

DARK

ROOM

NORTH

GREEN

HOUSE

SOUTH

GREEN

HOUSE

RECEIVING

CORRIDOR

SEED

SORTING

SEED

STORAGE

ROOM

D

ORDER DATE:

TASK ORDER NO.:

A

U S

BAILEY EDWARD

DESIGN

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

DWG. NO.

SHEET OF

GREENHOUSE B400

Agricultural Research Service

KL

25054 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 Design Firm License No. 184-001962

KURT DUGGINS

KURT DUGGINSREO

5/16/25

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DESIGNER:

EM

ST. PAUL, MN 55108

1551 LINDIG ST.

ST. PAUL CDL

DESCRIPTIONBYDATENO.

01 07/22/2025 BED 95% DESIGN QC

02 07/29/2025 BED 95% DESIGN

02/19/2025 BED 95% DESIGN_RESUBMITTAL QC04

03/17/2026 BED FINAL DESIGN QC05

03/20/2026 BED FINAL DESIGN06

02/12/2025 BED 95% DESIGN_RESUBMITTAL

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

0 8' 16' 32'

GENERAL PLAN - OVERALL PLAN

G001

HEAD HOUSE

INTERIOR GLASS PARTITION

HEAD HOUSE

INTERIOR GLASS PARTITION

HEAD HOUSE GROWTH CHAMBER

BOILER ROOM

GRAPHICS

OFFICE

PREP ROOM

M.E.P.

MENS

ROOM

WOMENS

CONTAINMENT LAB

AUTO-

CLAVE

108C

ANALYSIS

ROOM

108B

ANTEROOM

108A

NORTH GREEN

HOUSE

SOUTH GREEN

HOUSE

SEED STORAGE

D

ORDER DATE:

TASK ORDER NO.:

A

U S

BAILEY EDWARD

DESIGN

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

DWG. NO.

SHEET OF

GREENHOUSE B400

Agricultural Research Service

KL

25054 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 Design Firm License No. 184-001962

KURT DUGGINS

KURT DUGGINSREO

5/16/25

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DESIGNER:

EM

ST. PAUL, MN 55108

1551 LINDIG ST.

ST. PAUL CDL

DESCRIPTIONBYDATENO.

01 07/22/2025 BED 95% DESIGN QC

02 07/29/2025 BED 95% DESIGN

02/19/2025 BED 95% DESIGN_RESUBMITTAL QC04

03/17/2026 BED FINAL DESIGN QC05

03/20/2026 BED FINAL DESIGN06

02/12/2025 BED 95% DESIGN_RESUBMITTAL

ENLARGED PLAN

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

0 4' 8' 16'

G002

D

ORDER DATE:

TASK ORDER NO.:

A

U S

DESCRIPTIONBYDATENO.

BAILEY EDWARD

DESIGN

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

COPYRIGHT BAILEY EDWARD DESIGN 2025 - BED# 023119

DWG. NO.

SAINT PAUL, MN 55108

1551 LINDIG STREET

USDA-ARS

CEREAL DISEASE LABORATORY

GREENHOUSE B400

Agricultural Research Service

KWL

REO

023119 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 ©2024 Bailey Edward Design Design Firm License No. 184-001962

RANDY KIEHNE

KARLA TEBBEN

KURT DUGGINS

PAM GROTHREO

01 7/22/2025 IMEG 95% DESIGN QC

AG-5114-D-09-0084

15 MAY, 2025

P rin t D at e/ Ti m e:

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\P lo t

02 7/29/2025 IMEG 95% DESIGN

03 3/20/2026 IMEG FINAL DESIGN

COVER SHEET

C100REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #25002949.00

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

1717 STATE STREET - SUITE 201

BETTENDORF, IA 52722

563.344.0260 www.imegcorp.com

RAILROAD SPIKE, FOUND

SURVEY BOUNDARY

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

STORM DOUBLE INLET

SPOT ELEVATION

MEASURED DIMENSION

L E G E N D

RECORDED DIMENSION

R.O.W. MARKER, FOUND

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SECTION LINE

EASEMENT LINE

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

GUARD RAIL

SANITARY/STORM CLEANOUT

TELEPHONE LINE

R.O.W. LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

LIGHT JUNCTION BOX

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

VAPOR LIGHT

CONTROL POINT

UNKNOWN MANHOLE

WELL

GUY WIRE

FLAGPOLE

POST/BOLLARD

TREE LINE

HISTORICAL LINE - AS NOTED

PROPERTY LINE

DOWNSPOUT

BENCHMARK

ELECTRIC METER

WATER METER

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

WATER LINE

SETBACK LINE

UTILITY LINE

GUY POLE

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

CONTOUR

CENTERLINE

SANITARY MANHOLE

FLOOD PLAIN

FLOODWAY

PROPOSED EXISTING

SILT FENCE

CONCRETE MONUMENT, FOUND

CONSTRUCTION LIMITS

PIPE, FOUND

STORM INLET

SPRINKLER BOX

WATER SERVICE

EDGE OF WATER LINE/DITCH FLOWLINE

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY WITH THE ################ DESIGN AND SPECIFICATIONS, LATEST EDITION, THE STANDARDS OF THE ######### POLLUTION CONTROL AGENCY, THE STATE OF #########, DEPARTMENT OF TRANSPORTATION, "STANDARDS SPECIFICATIONS FOR CONSTRUCTION," 2025 EDITION, AND THE LATEST SUPPLEMENTAL SPECIFICATIONS TO THE 2025 STANDARD

SPECIFICATIONS.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID

DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF OFF-SITE

UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS. REINFORCING STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH. REINFORCING STEEL SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER

PLAN AND MEET JURISDICTIONAL REQUIREMENTS.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED

AREAS AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

9. ACCESS TO PRIVATE PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL THEIR OWN QUANTITIES/TAKEOFFS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR VARIATIONS FROM QUANTITIES SHOWN ON PLANS.

CONTRACTORS SHALL MAKE ENGINEER AWARE OF ANY VARIATIONS THEY DEEM SIGNIFICANT IN CASE

CLARIFICATION IS NEEDED DURING BIDDING PROCESS.

11. ADJUSTMENTS TO ANY ESTIMATED QUANTITIES SHOWN ON PLANS TO ACCOUNT FOR MINOR VARIATIONS IN REMOVAL AND REPLACEMENTS ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND NO ADDITIONAL

COMPENSATION SHALL BE MADE.

12. CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT SPECIFICATION "2301 CONCRETE PAVEMENT" IN THE STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2025 EDITION.

GRADING NOTES

1. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF PAVEMENT UNLESS OTHERWISE

STATED.

2. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT ALLOW WATER TO

POND ON PROPERTY.

3. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY. ANY UNSUITABLE SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

4. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION WILL BE

FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING THE OWNER.

5. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND

MAINTENANCE AS REQUIRED BY THE PERMIT.

6. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR

AS DIRECTED BY PLAN DOCUMENTS.

7. CONTRACTOR SHALL ADHERE TO THE ################ EROSION AND SEDIMENT CONTROL REGULATIONS

AND THE STATE OF ######### CONSTRUCTION SITE EROSION CONTROL MANUAL.

8. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6 INCHES OF TOPSOIL WHEN

MASS GRADING ACTIVITIES ARE COMPLETE.

9. THE SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF MNDOT

2112 EXCEPT AS MODIFIED IN THE SPECIAL PROVISIONS.

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING

UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION

AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY

DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY TRENCHING AND

GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE

FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR THE

FIELD LOCATION OF THEIR EXISTING LINES IN OR NEARBY THE CONSTRUCTION AREA

PRIOR TO BEGINNING ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING

IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY

DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE

NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR

ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER,

CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE

REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION

SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING

ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,

PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE

CONTRACTOR, UTILITY COMPANY AND OWNER. SITE SAFETY, INCLUDING THE

AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES,

REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PIPE

MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING

BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE AS SPECIFIED ON

THE PLANS. ALL MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL

JURISDICTION FOR STRENGTH, MATERIAL TYPE AND CONFORMITY WITH THE EXISTING

SYSTEM. SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND

GRADES. MANHOLES, STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE

ADJUSTED TO GRADE OR PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES.

6. ALL UTILITY SERVICES SHALL BE MAINTAINED DURING CONSTRUCTION.

7. CONTRACTOR SHALL COORDINATE WITH OWNERS REGARDING UTILITY REMOVALS AND

RELOCATIONS.

8. STORM SEWERS SHALL BE CONSTRUCTED PER MNDOT SPECIFICATION "2503 PIPE

SEWER." ALL MANHOLES AND CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH MNDOT SPECIFICATION "2506 MANHOLES AND CATCH BASINS," 2025 EDITION.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR

STREET CLEANING BEFORE THE END OF EACH WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS TO BE DETERMINED IN THE

FIELD AT THE TIME OF CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR LONGER THAN 14 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND

DENSITY TO THE SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE ######### CONSTRUCTION SITE EROSION CONTROL MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE ) PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND

VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH PRECIPITATION EVENT AND

REPLACED OR REPAIRED AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO WITHIN ONE

HALF CAPACITY OF THE TOP OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND

MAINTENANCE AS REQUIRED BY THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT SHOULD BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH ADJACENT SEED MIXTURE OR

IN-KIND.

PROPOSED BUILDING

REMOVAL LIMITS

PCC HATCH

PAVEMENT HATCH

Stamp

DESCRIPTIONBYDATENO.

01 07/22/2025 IMEG 95% DESIGN QC

02 07/29/2025 IMEG 95% DESIGN

03 02/19/2026 IMEG 95% DESIGN_RESUBMITTAL

05 03/17/2026 IMEG FINAL DESIGN QC

06 03/20/2026 IMEG FINAL DESIGN

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 Design Firm License No. 184-001962

SCALE: 1" = '

0 10 20

D

ORDER DATE:

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A

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DESCRIPTIONBYDATENO.

BAILEY EDWARD

DESIGN

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

COPYRIGHT BAILEY EDWARD DESIGN 2025 - BED# 023119

DWG. NO.

SAINT PAUL, MN 55108

1551 LINDIG STREET

USDA-ARS

CEREAL DISEASE LABORATORY

GREENHOUSE B400

Agricultural Research Service

KWL

REO

023119 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 ©2024 Bailey Edward Design Design Firm License No. 184-001962

RANDY KIEHNE

KARLA TEBBEN

KURT DUGGINS

PAM GROTHREO

01 7/22/2025 IMEG 95% DESIGN QC

AG-5114-D-09-0084

15 MAY, 2025

P rin t D at e/ Ti m e:

/2

0/

:4 s\

A ct iv e\

P ro je ct s\

\2

9.

\D es ig n\ C iv il\

C 3D

\P lo t

02 7/29/2025 IMEG 95% DESIGN

03 3/20/2026 IMEG FINAL DESIGN

EXISTING CONDITIONS & DEMO PLAN

C101REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #25002949.00

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

1717 STATE STREET - SUITE 201

BETTENDORF, IA 52722

563.344.0260 www.imegcorp.com

Stamp

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02 07/29/2025 IMEG 95% DESIGN

03 02/19/2026 IMEG 95% DESIGN_RESUBMITTAL

05 03/17/2026 IMEG FINAL DESIGN QC

06 03/20/2026 IMEG FINAL DESIGN

35 East Wacker Dr Suite 2800 Chicago, IL

SCALE: 1" = '

0 10 20

D

ORDER DATE:

TASK ORDER NO.:

A

U S

DESCRIPTIONBYDATENO.

BAILEY EDWARD

DESIGN

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

COPYRIGHT BAILEY EDWARD DESIGN 2025 - BED# 023119

DWG. NO.

SAINT PAUL, MN 55108

1551 LINDIG STREET

USDA-ARS

CEREAL DISEASE LABORATORY

GREENHOUSE B400

Agricultural Research Service

KWL

REO

023119 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308 ©2024 Bailey Edward Design Design Firm License No. 184-001962

RANDY KIEHNE

KARLA TEBBEN

KURT DUGGINS

PAM GROTHREO

01 7/22/2025 IMEG 95% DESIGN QC

AG-5114-D-09-0084

15 MAY, 2025

P rin t D at e/ Ti m e:

/2

0/

:4 s\

A ct iv e\

P ro je ct s\

\2

9.

\D es ig n\ C iv il\

C 3D

\P lo t

02 7/29/2025 IMEG 95% DESIGN

03 3/20/2026 IMEG FINAL DESIGN

SITE & UTILITY PLAN

C200REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #25002949.00

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

1717 STATE STREET - SUITE 201

BETTENDORF, IA 52722

563.344.0260 www.imegcorp.com

1 11" AGGREGATE SECTION

N.T.S.####

11" AGGREGATE SECTION

(98% STD. DENSITY)

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL0.5" CLEAN STONE

C200

Stamp

DESCRIPTIONBYDATENO.

01 07/22/2025 IMEG 95% DESIGN QC

02 07/29/2025 IMEG 95% DESIGN

03 02/19/2026 IMEG 95% DESIGN_RESUBMITTAL

05 03/17/2026 IMEG FINAL DESIGN QC

06 03/20/2026 IMEG FINAL DESIGN

35 East Wacker Dr Suite 2800 Chicago, IL

MATERIAL LEGEND

MATERIAL LEGEND:

CONCRETE

CONCRETE - EXISTING

EARTH

GRAVEL OR GRANULAR FILL

GROUT OR DRYPACK OR SAND

CMU OR MASONRY

METAL / COLD-FORM STUD

WOOD / STUD

PRECAST CONCRETE

STEEL

OTHER/SPECIALTY

D A

U S

COPYRIGHT BAILEY EDWARD DESIGN 2025 - BED# 25054

Agricultural Research Service

DDG

ORDER DATE:

TASK ORDER NO.:

DESCRIPTIONBYDATENO.

EPM:

AOE:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

DWG. NO.

ST. PAUL, MN 55108

1551 LINDIG ST.

ST. PAUL CDL

GREENHOUSE B400

25054 t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr

Suite 2800

Chicago, IL

60601-2308

©2024 Bailey Edward Design

Design Firm License No. 184-001962

KURT DUGGINS

KURT DUGGINS

01 07/22/2025 IMEG 95% DESIGN QC

5/16/25

02 07/29/2025 IMEG 95% DESIGN

03 02/19/2026 IMEG 95% DESIGN_RESUBMITTAL

05 03/17/2026 IMEG FINAL DESIGN QC

06 03/20/2026 IMEG FINAL DESIGN

DESIGNER:

IMEG

JGP

SDS

/2

/2

:3

:0

P

M GENERAL NOTES

S000

12755 HIGHWAY 55

SUITE 100

MINNEAPOLIS, MN 55441

P: 763-545-9196 F: 763-541-0056 www.imegcorp.com

IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO

THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT

BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE

EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.

©2025 IMEG CONSULTANTS CORP.

REF. SCALE IN INCHES

0 1 2 3

PROJECT #25002949.00

STRUCTURAL SHEET INDEX - B400

SHEET NUMBER SHEET NAME

S000 GENERAL NOTES

S001 GENERAL NOTES

S002 SPECIAL INSPECTIONS

S200 FOUNDATION PLAN

S201 FRAMING PLAN

GRAND TOTAL: 5

DESIGN CRITERIA

STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH 2020 MINNESOTA STATE BUIDLING

CODE AND SUBSEQUENT REFERENCE STANDARDS.

1.

RISK CATEGORY: II 2.

MECHANICAL UNITS: THE CONTRACTOR SHALL CONFIRM THE ACTUAL MECHANICAL UNITS

PURCHASED ARE OF WEIGHT AND SIZE SUCH THAT:

3.

a. THE UNIT WEIGHT IS LESS THAN OR EQUAL TO WEIGHT LISTED ON PLAN.

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION ON

THE LOCATION OF ANY MECHANICAL UNITS WHERE THE SUPERIMPOSED LOAD UNDER

THE UNIT EXCEEDS THE INDICATED DESIGN SIZE AND LOAD AS INDICATED ON THE PLAN.

WIND:[ENGR NOTE: KEEP IF PROVIDING A DIAGRAM FOR C&C WIND VALUES.]4.

BASIC WIND SPEED

VULT = 115 MPH

EXPOSURE CLASS B

GENERAL

DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE

CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN

ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

TEMPORARY BRACING, SHORING, GUYING, ETC. SHALL AVOID EXCESSIVE STRESSES AND

HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE

SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN

CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

1.

ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT

DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND

COORDINATION OF ALL DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO THE START OF CONSTRUCTION SO A CLARIFICATION

CAN BE ISSUED. ANY WORK THAT DEVIATES FROM OR IS PERFORMED IN CONFLICT WITH

THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY

THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR THE

DESIGN PROFESSIONALS.

2.

THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

DETERMINING ALLOWABLE CONSTRUCTION LOADS AND FOR DETERMINING SEQUENCES

OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE AND SAFETY OF WORKERS DURING CONSTRUCTION. SUCH

MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: FALSEWORK, FORMWORK, STAGING,

BRACING, AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OBSERVATION VISITS TO THE SITE BY THE CONTRACTING OFFICER SHALL NOT INCLUDE

INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND DO NOT IN ANY WAY RELIEVE THE

CONTRACTOR OF THEIR RESPONSIBILITIES FOR THE ABOVE. THE CONTRACTOR SHALL

TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE

STRUCTURE AT ALL STAGES OF CONSTRUCTION.

3.

ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE

JOBSITE PRIOR TO BID SUBMITTAL, START OF SHOP DRAWINGS, START OF

CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE

ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT

DOCUMENTS, THE CONTRACTING OFFICER SHALL BE NOTIFIED FOR CLARIFICATION.

4.

STRUCTURAL SUBSTITUTIONS MAY BE ALLOWED WITH THE APPROVAL OF THE

CONTRACTING OFFICER. SUPPLIER SHALL PROVIDE SIGNED AND SEALED DESIGN

CALCULATIONS OR SUITABLE PRODUCT LITERATURE FOR THE COMPONENTS. ALL

PRODUCT SUBSTITUTIONS SHALL INCLUDE A CODE EVALUATION REPORT SPECIFIC TO

THE BUILDING CODE LISTED IN THE DESIGN CRITERIA.

5.

STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR

STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE

ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL CONSTRUCT THE

WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DESIGN.

6.

ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH THE WORK.

7.

DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO

DETERMINE FINAL DIMENSION WITH CONTRACTING OFFICER.

8.

TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE

THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

9.

SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR DETAILS,

CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOF / FLOOR OPENINGS, TOP OF

WALL ELEVATIONS, STAIRS, SLEEVES, ITEMS TO BE EMBEDDED OR ATTACHED TO

STRUCTURAL ELEMENTS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS. FOR THESE

NON-STRUCTURAL ELEMENTS SHOWN ON STRUCTURAL DRAWINGS, THEY ARE FOR

GENERAL INFORMATION ONLY.

10.

COORDINATE FLOOR FINISH INCLUDING, BUT NOT LIMITED TO THE "FLATNESS" AND

"LEVELNESS" REQUIREMENTS, WITH THE FLOOR FINISH CONTRACTOR. PROVIDE

UNDERLAYMENT / TOPPING WHERE REQUIRED TO PROVIDE A SURFACE ACCEPTABLE FOR

INSTALLATION OF FLOOR FINISHES. SEE ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

11.

ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL, AND

PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS

SHOWN FOR DUCTS, PIPE, INSERTS, AND OTHER PENETRATIONS WHEN SHOWN ARE FOR

GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING.

12.

THE EXACT WEIGHTS, DIMENSIONS, AND LOCATIONS OF ALL MECHANICAL UNITS AND

ELECTRICAL GEAR SUPPORTED ON STRUCTURAL FRAMING SHALL BE DETERMINED AND

COORDINATED BY THE CONTRACTOR PRIOR TO DETAILING THE STRUCTURAL FRAMING

SUPPORTING THOSE UNITS. IF THE UNIT WEIGHTS ARE GREATER THAN THE WEIGHTS

SHOWN ON THE STRUCTURAL DRAWINGS, THE CONTRACTING OFFICER SHALL BE

NOTIFIED PRIOR TO DETAILING THE STRUCTURE. UNIT WEIGHTS, DIMENSIONS, AND

LOCATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE APPROXIMATE ONLY AND

SHALL NOT BE USED FOR DETAILING THE STRUCTURE.

13.

PROVIDE TEMPORARY BLOCKOUTS AND TEMPORARY OPENINGS IN THE STRUCTURE AS

REQUIRED TO PERMIT INSTALLATION OF ALL WORK. BLOCKOUTS AND TEMPORARY

OPENINGS SHALL BE LOCATED, CONFIGURED, DETAILED, AND INFILLED IN A MANNER THAT

ALTERS NEITHER THE STRENGTH OF THE STRUCTURAL FRAMING NOR THE STRENGTH OF

CONNECTIONS. INFILL ALL BLOCKOUTS AND TEMPORARY OPENINGS USING THE

MATERIALS SPECIFIED FOR THE FRAMING AT THE LOCATIONS WHERE THE BLOCKOUTS

AND OPENINGS OCCUR. SUBMIT DRAWINGS INDICATING THE LOCATIONS, DIMENSIONS,

AND DETAILS OF ALL PROPOSED BLOCKOUTS AND OPENINGS AND DETAILS INDICATING

THE MANNER IN WHICH THE BLOCKOUTS AND OPENINGS WILL BE INFILLED.

14.

NO HOLES, NOTCHES, BLOCK-OUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS

UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE

CONTRACTING OFFICER.

15.

PENETRATIONS IN CONCRETE SHALL BE CAST-IN-PLACE AND SHALL NOT BE PERMITTED

EXCEPT AS SHOWN IN THE STRUCTURAL DRAWINGS.

16.

BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, CONTRACTOR SHALL VISIT THE

PREMISES AND BECOME FULLY ACQUAINTED WITH FIELD CONDITIONS, TEMPORARY

CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT, ETC. THE PROPOSAL

SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK.

17.

ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED

BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL

MOVEMENTS. THE STRUCTURAL FRAMING WAS DESIGNED TO LIMIT DRIFT AND

DEFLECTION OF THE STRUCTURAL SYSTEM TO LESS THAN THE MAXIMUM PERMITTED

DEFLECTIONS LISTED IN THE BUILDING CODE. THE CONTRACTOR SHALL COORDINATE THE

WORK OF OTHER TRADES TO ACCOMMODATE THESE DEFLECTIONS AND TO

ACCOMMODATE CONSTRUCTION TOLERANCES.

18.

FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AS SPECIFIED BY

THE ARCHITECTURAL DRAWINGS. UL FIRE RESISTANCE RATING RESTRAINT

CLASSIFICATION AS FOLLOWS:

19.

SUBMITTALS

SUBMITTALS ARE:1.

a. CONCRETE MIX DESIGNS

b. MATERIAL PRODUCT DATA FOR STRUCTURAL MATERIALS

c. CONCRETE REINFORCING

d. STEEL FABRICATION AND MISCELLANEOUS METALS

SUBMITTALS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE

CONTRACTING OFFICER. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED

INDICATING REVIEW BY THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR AND

REVIEW BY THE CONTRACTING OFFICER SHALL NOT BEGIN UNTIL THIS IS COMPLETE.

WORK SHALL NOT BEGIN WITHOUT REVIEW BY THE DESIGN PROFESSIONALS.

2.

SUBMITTALS SHALL BE REVIEWED BY THE DESIGN PROFESSIONALS FOR GENERAL

CONFORMANCE WITH DESIGN CONCEPT ONLY. NOTATIONS MADE BY THE DESIGN

PROFESSIONALS ON THE SHOP DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM

COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS.

3.

FOR ADDITIONAL INFORMATION ON REQUIRED SUBMITTALS, SEE INDIVIDUAL MATERIAL

SECTIONS.

4.

EARTHWORK

FOUNDATION DESIGN IS IS BASED ON ASSUMED ALLOWABLE BEARING PRESSURES OF

1500 PSF. NO NEW GEOTECHNICAL REPORT HAS BEEN PROVIDED BY THE OWNER FOR

THIS PROJECT.

1.

A GEOTECHNICAL ENGINEER SHALL BE EMPLOYED TO VERIFY THAT THE PRESUMED

ALLOWABLE BEARING PRESSURE WILL BE ACHIEVED PRIOR TO CONSTRUCTION. THAT

ENGINEER SHALL DEVELOP AND ENSURE IMPLEMENTATION OF A SITE SUBGRADE

PREPARATION PROGRAM AS REQUIRED TO ACHIEVE THE PRESUMED SOIL BEARING

PRESSURE. FOOTING AND SLAB-ON-GRADE SUBGRADE PREPARATION SHALL BE IN

COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE AUTHORITIES HAVING

JURISDICTION.

2.

ANY TESTS, INSPECTIONS, FIELD OBSERVATIONS, OR APPROVAL FROM THE

GEOTECHNICAL ENGINEER SHALL BE PERFORMED PRIOR TO PLACEMENT OF CONCRETE.

ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE

GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.

3.

PROPERTY LINE LOCATIONS INDICATED ON FOUNDATION PLANS ARE APPROXIMATE. SEE

ARCHITECTURAL AND/OR SITE DRAWINGS FOR LOCATION OF THE STRUCTURE ON THE

SITE.

4.

ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED. DO NOT PLACE

BACKFILL BEHIND RETAINING / BASEMENT WALLS BEFORE CONCRETE HAS ATTAINED

SPECIFIED COMPRESSIVE STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL

WALLS BELOW GRADE FROM LATERAL LOADS UNTIL SUPPORTING FLOORS ARE

COMPLETELY IN PLACE AND HAVE ATTAINED 7-DAY STRENGTH MINIMUM. BACKFILLING IS

NOT PERMITTED FOR FOUNDATION WALLS UNTIL SUPPORTED SLAB TOP AND BOTTOM

ARE IN PLACE OR THE WALL IS ADEQUATELY BRACED TO RESIST LATERAL LOADS.

5.

CONTRACTOR SHALL PROVIDE DE-WATERING OF EXCAVATIONS FROM SURFACE WATER,

GROUNDWATER, OR SEEPAGE. DETAILS OF GROUNDWATER INFORMATION SHALL BE

OBTAINED FROM THE GEOTECHNICAL REPORT. IF GROUNDWATER IS ENCOUNTERED

DURING EXCAVATION, PROCEDURES SHALL BE IMPLEMENTED AS RECOMMENDED BY THE

GEOTECHNICAL ENGINEER.

6.

PROVIDE SHORING WHERE THERE IS INSUFFICIENT SPACE FOR STABLE-SLOPED

EMBANKMENTS.

7.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL

CRIBBING, SHEETING, SHORING, ETC. REQUIRED FOR CONSTRUCTION OF THE PROJECT

AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING

LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS,

AND UTILITIES. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS AND SHOP

DRAWINGS SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE PROJECT'S

JURISDICTION.

8.

CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK

OPERATIONS FOR FILL MATERIAL OR BURIED STRUCTURES SUCH AS CESSPOOLS,

CISTERNS, AND FOUNDATIONS. IF ANY SUCH MATERIAL OR STRUCTURES ARE FOUND,

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.

9.

ANY REQUIRED IMPORT FILL SHALL HAVE A LOW POTENTIAL FOR EXPANSION AND SHALL

BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORTING.

10.

UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE

CONTRACTING OFFICER'S APPROVAL. BELOW GRADE UTILITY OR PIPE ELEVATIONS,

WHERE SHOWN, ARE INDICATED FOR REFERENCE ONLY. REQUIRED ELEVATIONS SHALL

BE DETERMINED BY OTHERS AND COORDINATED WITH THE FOUNDATIONS.

11.

WHERE GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF WALLS,

BACKFILL SHALL BE PLACED SO THAT IT IS NOT UNBALANCED BY MORE THAN 2 FEET ON

EITHER SIDE.

12.

ALL REQUIRED BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE PROJECT AREA

SHALL BE REVIEWED BY A GEOTECHNICAL ENIGINEER.

13.

DRILLED CONCRETE PIERS

DRILLED PIERS HAVE BEEN DESIGNED FOR THE FOLLOWING NET ALLOWABLE SERVICE

LOADS:

1.

END BEARING 1500 PSF

MINIMUM EMBEDMENT 4 FT BELOW FINISHED GRADE

ACTUAL BEARING CAPACITY SHALL BE VERIFIED BY AN EXPERIENCED, QUALIFIED

GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

2.

DRILLED PIERS SHALL BE ACCURATELY CENTERED AT THE PROPER LOCATIONS AND

INSTALLED PLUMB. INSTALL TO THE FOLLOWING TOLERANCES:

3.

TOP ELEVATION +1" AND -3"

PLUMB WITHIN 1%

PIER CENTERLINE

WITHIN 1" FOR 18"Ø OR LESS

WITHIN 3" FOR GREATER THAN 18"Ø

THE ELEVATION IDENTIFYING THE BOTTOM OF SHAFT IS AN APPROXIMATE ELEVATION TO

BE USED FOR ESTIMATING PURPOSES ONLY. THE ACTUAL BOTTOM OF SHAFT ELEVATIONS

WILL BE DETERMINED IN THE FIELD BY THE GEOTECHNICAL ENGINEER AND TESTING AND

INSPECTION AGENCY.

4.

PIERS SHALL BE DRILLED IN PLACE AND FILLED WITH CONCRETE AFTER DATA IS

RECORDED, AND APPROVAL OF BEARING SURFACE IS OBTAINED. THE BED AND SHAFT

SHALL BE LEVELED AND CLEARED OF LOOSE MATERIAL BEFORE THE CONCRETE IS

PLACED. THE SHAFT SHALL BE KEPT FREE OF WATER. EXCAVATIONS SHALL NOT BE LEFT

OPEN OVERNIGHT.

5.

PLACE CONCRETE CONTINUOUSLY WITHOUT INTERRUPTION, VIBRATING NO LESS THAN

THE TOP 5 FEET OF EACH SHAFT.

6.

BEARING AND SKIN FRICTION CAPACITIES SHALL BE VERIFIED BY THE GEOTECHNICAL

ENGINEER AND TESTING AND INSPECTION AGENCY.

7.

THE TESTING AND INSPECTION AGENCY AND CONTRACTOR SHALL MAINTAIN A RECORD

OR LOG OF EACH DRILLED PIER AS INSTALLED SHOWING LOCATION, TOP AND BOTTOM

ELEVATIONS, SHAFT AND BELL DIAMETERS, DATE CONCRETE IS POURED, AND ANY OTHER

PERTINENT INFORMATION.

8.

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF OBSTRUCTIONS ARE ENCOUNTERED.9.

SPOIL MATERIAL FROM DRILLED PIER INSTALLATION SHALL NOT BE USED AS FILL

MATERIAL AND SHALL BE REMOVED FROM WITHIN THE PROJECT PROPERTY LINES AND

PROPERLY DISPOSED OF OFFSITE.

10.

DRILLED PIER CONTRACTOR TO SUBMIT A DRILLED PIER LOCATION PLAN AND

REINFORCING STEEL PLACING DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION.

11.

CAST-IN-PLACE CONCRETE

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318, BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AND ACI 301, SPECIFICATIONS FOR

STRUCTURAL CONCRETE UON.

1.

CONCRETE MATERIALS SHALL CONFORM TO:2.

PORTLAND LIMESTONE CEMENT

ASTM C595, TYPE IL

FLY ASH ASTM C618, TYPE C OR F

SLAG CEMENT ASTM C989

FINE AND COARSE AGGREGATE ASTM C33

LIGHTWEIGHT AGGREGATE ASTM C330

WATER POTABLE

AIR-ENTRAINING ADMIXTURE ASTM C260

WATER REDUCING ADMIXTURE ASTM C494

CONCRETE STRENGTHS SHALL CONFORM TO:3.

COMPONENT f'c AT 28 DAYS1 (PSI)

MAX PERMITTED

W/C

EXPOSURE CLASS

INTERIOR SLAB-ON-

GRADE

4000 0.50 F0, S0, W0, C0

EXTERIOR/PARKING

SLAB-ON-GRADE

3500 0.55 F1, S0, W0, C2

IF ALTERNATE VALUES ARE INDICATED ON PLANS OR DETAILS FOR SPECIFIC CONDITIONS.

THEY SHALL BE USED IN LIEU OF THOSE LISTED IN THE TABLE.

LIGHTWEIGHT CONCRETE SHALL HAVE A 115 PCF DRY UNIT WEIGHT (±3PCF).

LIGHTWEIGHT AGGREGATES SHALL BE PRESOAKED AS REQUIRED IN ACCORDANCE WITH

ACI 301.

AIR ENTRAINMENT:4.

NOMINAL MAXIMUM

AGGREGATE SIZE

REQUIRED AIR CONTENT PER EXPOSURE CATEGORY

F1 F2

3/8" 6% 7.5%

1/2" 5.5% 7%

3/4" 5% 6%

1" 4.5% 6%

a. CONCRETE IN EXTERIOR LOCATIONS SHALL BE AIR ENTRAINED WITH THE

APPROPRIATE PERCENTAGE AIR CONTENT LISTED IN THE TABLE ABOVE AS

APPLICABLE FOR THE INDICATED EXPOSURE CLASS AND NOMINAL MAXIMUM

AGGREGATE SIZE IN THE CONCRETE MIX. THE REQUIRED AIR CONTENT VALUE MAY

BE REDUCED BY 1% FOR ALL CONCRETE WITH COMPRESSIVE STRENGTH

GREATER THAN 5000 PSI. THE PERMITTED TOLERANCE ON THE REQUIRED AIR

CONTENT IS ±1.5%.

b. ALL LIGHTWEIGHT CONCRETE SHALL HAVE 4-7% AIR ENTRAINMENT.

c. AIR ENTRAINMENT SHALL CONFORM TO UL RATING REQUIREMENTS FOR FIRE

RESISTANCE.

ALL FOUNDATION ELEMENTS SHALL BE CENTERED UNDER WALLS, PIERS, OR COLUMNS

UON.

5.

"ROUGH JOINTS" ARE JOINTS ROUGHENED TO AN AMPLITUDE OF 1/4" AND FREE AND

CLEAN OF LAITANCE. PROVIDE ROUGH JOINTS AT ALL CONSTRUCTION JOINTS UON.

6.

CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS OF ALL CONSTRUCTION JOINTS

WHERE JOINTS ARE NOT INDICATED ON THE DRAWINGS.

7.

JOINTS ABUTTING EXISTING CONCRETE CONSTRUCTION SHALL BE ROUGH JOINTS UON.8.

INSTALLATION OF ELECTRICAL CABLE, CONDUIT, AND PIPING IN OR THROUGH CONCRETE

COLUMNS AND WALLS IS PROHIBITED UNLESS APPROVED BY THE CONTRACTING OFFICER

PRIOR TO INSTALLATION. INSTALLATION OF PIPING IN CAST-IN-PLACE CONCRETE IS

PROHIBITED UNLESS APPROVED BY CONTRACTING OFFICER PRIOR TO INSTALLATION.

DRAWINGS SHALL BE SUBMITTED FOR REVIEW SHOWING PROPOSED PLACEMENT OF

ELECTRICAL CABLE AND CONDUIT IN SLABS. THOSE DRAWINGS SHALL SHOW SIZES AND

DIMENSIONED LOCATIONS OF ALL CABLE AND CONDUIT.

9.

SLOPE SLABS TO DRAINS. SEE ARCHITECTURAL AND MEP DRAWINGS FOR DRAIN

LOCATIONS AND SLOPE REQUIREMENTS. SLAB THICKNESSES SHOWN ON DRAWINGS ARE

MINIMUMS.

10.

NOTIFY THE CONTRACTING OFFICER 48 HOURS MINIMUM PRIOR TO ALL POURS.11.

CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING

CONCRETE TO ENSURE PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS.

12.

ALL FORMWORK, SHORING, AND RESHORING SHALL BE DESIGNED BY THE CONTRACTOR'S

ENGINEER LICENSED IN THE PROJECT'S JURISDICTION. ALL SUBMISSIONS SHALL BE

SIGNED AND SEALED.

13.

CORING OF CONCRETE IS NOT PERMITTED UNLESS APPROVED BY THE CONTRACTING

OFFICER. SUBMIT LOCATIONS OF PROPOSED CONCRETE CORES.

14.

REINFORCING STEEL SHALL NOT BE DAMAGED WHEN DRILLING CONCRETE.15.

ADHERE TO ACI 305R AND ACI 306R FOR HOT AND COLD WEATHER CONCRETE

CONSTRUCTION.

16.

SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS, AND DETAILS OF ALL

ARCHITECTURAL FEATURES IN THE CONCRETE. SEE ARCHITECTURAL DRAWINGS AND

PROJECT SPECIFICATIONS FOR REQUIREMENTS FOR ALL CONCRETE FINISHES.

17.

STEEL

STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE AMERICAN INSTITUTE

OF STEEL CONSTRUCTION (AISC) "DETAILING FOR STEEL CONSTRUCTION" AND

FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS".

1.

STRUCTURAL STEEL SHALL CONFORM TO ASTM STANDARDS AS NOTED BELOW:2.

WIDE FLANGE AND WT

SHAPES

ASTM A992 Fy=50 KSI

CHANNEL SHAPES ASTM A992 Fy=50 KSI

ANGLE SHAPES ASTM A572 Fy=50 KSI

PLATES ASTM A572 Fy=50 KSI

ANCHOR RODS ASTM F1554, GR 36 Fy=36 KSI

HIGH STRENGTH BOLTS ASTM F3125, GR A325 Fu=120 KSI

HIGH STRENGTH TWIST-OFF

BOLTS

ASTM F3125, GR F1852 Fu=120 KSI

HEAVY HEX NUTS ASTM A563

WASHERS FOR HIGH

STRENGTH BOLTS

ASTM F436

WELDING

AWS D1.1, 70KSI FILLER

METAL

HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH AISC

"SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS". SEE DETAILS

FOR BOLT SIZE AND MATERIAL ASTM DESIGNATION.

3.

ALL BOLTED CONNECTIONS SHALL BE GRADE A325N BEARING TYPE BOLTS UON. ALL

BOLTS SHALL BE INSTALLED TO A MINIMUM SNUG TIGHT CONDITION UON.

4.

FULLY TENSIONED HIGH STRENGTH BOLTS AND SLIP CRITICAL HIGH STRENGTH BOLTS

SHALL USE TENSION-CONTROL "TWIST-OFF" BOLTS OR BE INSTALLED USING THE TURN OF

THE NUT METHOD.

5.

STRUCTURAL ABBREVIATION KEY

ABBR: DESCRIPTION:

EXISTING

ADDITIONAL

BOTTOM OF

BRACED FRAME

BOUNDARY NAILING

BOTTOM

BETWEEN

COLD FORM STEEL

CENTER OF GRAVITY OF THE TENDON

COMPLETE JOINT PENETRATION WELD

CLEAR

CENTERLINE

CONNECTION

CONSTRUCTION

DBA

DEAD LOAD

EACH

EACH FACE

ELEVATION

EDGE NAILING

EDGE OF DECK

EDGE OF SLAB

EACH WAY

EXTERIOR

FIELD NAILING

GAGE OR GAUGE

GLULAM

GIRDER TRUSS

HORIZONTAL

HEADED STUD ANCHOR

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

NOT TO SCALE

OPPOSITE, OPPOSITE HAND

POWDER ACTUATED FASTENER

PARTIAL JOINT PENETRATION WELD

PLATE

REQUIRED

SLIP CRITICAL

SEISMIC FORCE-RESISTING SYSTEM

SIMILAR

SNOW LOAD

SPACE(S)

SQUARE

TOP AND BOTTOM

TOP OF

PRE-TENSIONED BOLT

TRANSVERSE

UNLESS OTHERWISE NOTED

VERTICAL

VERIFY IN FIELD

WITH

WORK POINT

WELDED WIRE REINFORCING

(E)

ADDL

B.O.

BF

BN

BOT

BTWN

CFS

CGS

CJP

CLR

CL

CONN

CONST

DBA

DL

EA

EF

EL

E.N.

EOD

EOS

EW

EXT

FN

GA

GL

GT

HORIZ

HSA

LL

LLH

LLV

LONG.

LSH

LSV

NTS

OPP

PAF

PJP

PL

REQD

SC

SFRS

SIM

SL

SP

SQ

T&B T.O.

TC

TRANS

UON

VERT

VIF

w/

WP

WWR

Seth Spychala, P.E.

March 20, 2026

42432

35 East Wacker Dr Suite 2800 Chicago, IL

U S

COPYRIGHT BAILEY EDWARD DESIGN 2025 - BED# 25054

Agricultural Research Service

DDG

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ST. PAUL CDL

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©2024 Bailey Edward Design

Design Firm License No. 184-001962

KURT DUGGINS

KURT DUGGINS

01 07/22/2025 IMEG 95% DESIGN QC

5/16/25

02 07/29/2025 IMEG 95% DESIGN

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05 03/17/2026 IMEG FINAL DESIGN QC

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IMEG

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AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT

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EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.

©2025 IMEG CONSULTANTS CORP.

REF. SCALE IN INCHES

0 1 2 3

PROJECT #25002949.00

DELEGATED STRUCTURAL STEEL CONNECTIONS:6.

a. CONNECTIONS AND MEMBER REINFORCEMENT AT THE CONNECTIONS SHALL BE

DESIGNED TO SUPPORT THE REACTIONS SPECIFIED OR INDICATED ON THE

DRAWINGS.

b. WHERE SPECIFIC CONNECTION TYPES, DETAILS, CONFIGURATIONS, OR

CONNECTION DESIGN LIMITATIONS ARE INDICATED, THE CONNECTIONS SHALL BE

DESIGNED AND DETAILED IN ACCORDANCE WITH THOSE REQUIREMENTS. WHERE

SPECIFIC SIZES, QUANTITIES AND DIMENSIONS OF BOLTS, WELDS, AND PLATES

ARE INDICATED, THOSE ARE MINIMUM PERMITTED SIZES, QUANTITIES, AND

DIMENSIONS. THE CONNECTION STRENGTH OF ALL CONNECTIONS SHALL BE

DETERMINED BY THE FABRICATOR'S CONNECTION DESIGN ENGINEER, AND THE

CONNECTION DETAIL SHALL BE MODIFIED IF REQUIRED TO PROVIDE THE

REQUIRED STRENGTH.

c. CONNECTION DESIGN RESPONSIBILITY SHALL INCLUDE CALCULATION OF MEMBER

STRENGTH AT CONNECTIONS CONSIDERING THE EFFECTS OF COPES, BOLT

HOLES, CONNECTION ECCENTRICITY, AND CONNECTION GEOMETRY AND SHALL

CONSIDER ALL LIMIT STATES INCLUDING BUT NOT LIMITED TO REVIEW OF GROSS

SHEAR, NET SHEAR, BLOCK SHEAR, WEB TEAR-OUT, BEARING, FLEXURAL

STRENGTH, LOCAL BUCKLING, TENSILE STRENGTH THROUGH BOTH THE NET AND

GROSS SECTIONS, COMPRESSIVE STRENGTH, AND DUCTILITY. DESIGN OF

CONNECTIONS SHALL BE IN ACCORDANCE WITH RECOGNIZED PUBLISHED

METHODS SUCH AS THOSE PUBLISHED IN THE AISC "ENGINEERING JOURNAL", THE

AISC 15TH EDITION STEEL…