Drawings.pdf

PDF 9 MB Posted Nov 7, 2024

Attached to: Dock Lift Replacement Federal contract opportunity
Solicitation number: 12505B25R0003
Issued by: Department of Agriculture Agricultural Research Service

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Written by GovTribe AI · Nov 7, 2024

This document is a solicitation issued by the United States Department of Agriculture (USDA) Agricultural Research Service (ARS) for dock lift repairs at the National Center for Agricultural Utilization Research Center in Peoria, Illinois. The solicitation is a Request for Proposals (RFP) that will result in a firm-fixed price order. The requirement is a Total Small Business Set Aside with a NAICS code of 238990, Building and Property Specialty Trade Services, and a size standard of $19.0 million. The magnitude of construction is between $100,000 and $250,000 with a period of performance of 60 days after the notice to proceed. The solicitation requires the use of biobased products. Interested vendors must attend a site visit on November 19 or 20, 2024, and submit written questions by November 27, 2024. The solicitation and any amendments will be available only through the SAM.gov website.

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Other files for this federal contract opportunity

Other files attached to Dock Lift Replacement, newest first.
File	Type	Posted
Site Visit Sign In 11202024.pdf	PDF	Dec 3, 2024
RFIs.pdf	PDF	Dec 3, 2024
Site Visit Sign In 11192024.pdf	PDF	Dec 3, 2024
SF30 - Amendment 01.pdf	PDF	Dec 3, 2024
SF-1442.pdf	PDF	Nov 7, 2024
Attachments.pdf	PDF	Nov 7, 2024
Specifications.pdf	PDF	Nov 7, 2024
ARS-371.pdf	PDF	Nov 7, 2024
ARS-372.pdf	PDF	Nov 7, 2024
Wage Determination.pdf	PDF	Nov 7, 2024
Statement of Work.pdf	PDF	Nov 7, 2024
Past Performance Questionnaire.pdf	PDF	Nov 7, 2024

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SCOPE INCLUDES MODIFICATION OR REMOVAL TO THE EXISTING WORK PLATFORM

ON BOILER #3, INSTALLATION OF A NEW WORKING PLATFORM SYSTEM ON BOILER #

3, AND INSTALLATION OF A NEW RAILING ALONG THE PERIMETER OF THE BOILER

PLATFORM TO MEET OSHA REGULATIONS.

STRUCTURAL ENGINEER

2882 106TH STREET

DES MOINES, IA 50322

T: 515.334.9906

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMPORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

DWG. NO.

SHEET OF

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)

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COVER

SR-G000

1815 N UNIVERSITY ST PEORIA, IL 61604

SHIPPING / RECEIVING

IMPROVEMENTS

LOCATION MAP

SCOPE OF WORK SUMMARY

Sheet

Number Sheet Name

GENERAL

SR-G000 COVER

SR-G001 ABBREVIATIONS AND SYMBOLS

SR-G003 GENERAL AND ARCH PROJECT NOTES

SR-G101 SITE PLAN

SR-G102 AREA PLAN

STRUCTURAL

SR-S000 GENERAL NOTES

SR-S001 GENERAL NOTES

SR-S002 GENERAL NOTES

SR-S003 GENERAL NOTES

SR-S004 GENERAL NOTES

SR-S005 TESTING AND INSPECTION

SR-S006 TESTING AND INSPECTION

SR-S100 DEMOLITION PLAN

SR-S101 FOUNDATION PLAN

SR-S300 CONCRETE DETAILS

SR-S301 CONCRETE DETAILS

ARCHITECTURAL

SR-D101 DEMO PLAN

SR-A101 CONSTRUCTION PLAN

SR-A800 CONSTRUCTION DETAILS

SR-A801 MANUFACTURER DETAILS

SR-A802 MANUFACTURER DETAILS

SITE

ISSUE FOR 100% DESIGN SUBMITTAL 07/11/2024

Revision Schedule

NO. DESCRIPTION DATE

95% DESIGN SUBMITTAL 06/12/24

1 100% DESIGN SUBMITTAL 07/11/24

Sheet Number Sheet Name

ELECTRICAL

SR-E000 ELECTRICAL COVERSHEET

SR-E001 ELECTRICAL COVERSHEET

SR-E101 DEMO PLAN - POWER

SR-E201 CONSTRUCTION PLAN - POWER

SR-E600 ELECTRICAL SCHEDULES

SR-E700 ELECTRICAL SPECIFICATIONS

SR-E701 ELECTRICAL SPECIFICATIONS

PLUMBING

SR-P000 PLUMBING COVERSHEET

SR-P001 PLUMBING COVERSHEET

SR-P002 PLUMBING COVERSHEET

SR-P101 PIT DEMO PLAN - PLUMBING

SR-P102 DEMO PLAN - PLUMBING

SR-P200 PIT PLAN - PLUMBING

SR-P201 CONSTRUCTION PLAN - PLUMBING

SR-P700 PLUMBING SPECIFICATIONS

SR-P701 PLUMBING SPECIFICATIONS

SR-P702 PLUMBING SPECIFICATIONS

NORTH

WALL TAG

SECTION

TAG

GRID LINE

ELEVATION

TAG

DETAIL

TAG

EQUIPMENT

TAG

DETAIL

TAG

DETAIL

NUMBER

SHEET

NUMBER

INTERIOR

ELEVATIO

TAG

DIMENSION

STRING

NORTH ARROW

KEYNOTE

X X.X

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMPORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

DWG. NO.

SHEET OF

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)

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ABBREVIATIONS AND SYMBOLS

SR-G001

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

BSMT BASEMENT

BTTM/ BOTTOM OF

C/C CENTER TO CENTER

CIP CAST IN PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DBL DOUBLE

DEMO DEMOLISH

DIA DIAMETER

DIMS DIMENSIONS

DN DOWN

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR / ELEVATION

EPDM ETHYLENE PROPYLENE DIENE ROOFING

EQ EQUAL

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FND FOUNDATION

FO FACE OF

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GWB GYPSUM WALL BOARD

HC HOLLOW CORE

HM HOLLOW METAL

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

INSUL INSULATION / INSULATED

INT INTERIOR

IRGWB IMPACT RESISTANT GYPSUM WALLBOARD

LAV LAVATORY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD

MTD MOUNTED

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

OC ON CENTER

OH OPPOSITE HAND

OZ OUNCE

PCC PRE-CAST CONCRETE

PLUMB PLUMBING

PNT PAINT/PAINTED

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCED

REQD REQUIRED

RM ROOM

SF SQUARE FOOT

SIM SIMILIAR

SOG SLAB ON GRADE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER

SQ SQUARE

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STRUCT STRUCTURAL

T&G TONGUE & GROOVE

T/ TOP OF

T/D TELEPHONE/DATA

TELE TELEPHONE

TLT TOILET

TOC TOP OF CONCRETE

TOS TOP OF STEEL / STRUCTURE

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VP VISION PANEL

W/ WITH

WD WOOD

WWF WELDED WIRE FABRIC

ABBREVIATIONS SYMBOLS LEGEND

Revision Schedule

NO. DESCRIPTION DATE

95% DESIGN SUBMITTAL 06/12/24

1 100% DESIGN SUBMITTAL 07/11/24

• THE EXISTING SHIPPING AND RECEIVING AREA IS LOCATED ON THE WEST SIDE OF THE EXISTING BUILDING 1

SOUTH WING.

• THE OCCUPANCY CLASSIFICATION/USE OF BUILDING 1 IS GROUP B (BUSINESS) LABORATORIES: TESTING AND

RESEARCH PER THE INTERNATIONAL BUILDING CODE - IBC CHAPTER 3.

• THE SCOPE OF THIS PROJECT WILL BE CONSIDERED LEVEL 1 ALTERATIONS PER THE INTERNATIONAL EXISTING BUILDING CODE - IEBC CHAPTER 6. LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES THAT SERVE THE SAME PURPOSE.

• THE NEW LOADING DOCK LIFT WILL COMPLY WITH ALL APPLICABLE OSHA STANDARDS RELATING TO, BUT NOT

LIMITED TO, FALL PROTECTION.

• STRUCTURAL DESIGN WORK SHALL COMPLY WITH IBC CHAPTER 16.

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMPORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

DWG. NO.

SHEET OF

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)

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GENERAL AND ARCH PROJECT NOTES

SR-G003

GENERAL PROJECT NOTES

1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, MAJOR ELEMENTS AND MATERIALS. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL COMPLETION OF THE PROJECT. ALL CONTRACTORS SHALL FURNISH ALL OF THOSE ITEMS AND LABOR REQUIRED FOR THE FULL

COMPLETION OF THIS PROJECT IN A FIRST CLASS WORKMANSHIP-LIKE MANNER.

2. ALL WORK IS TO BE PERFORMED FROM FINAL CONSTRUCTION DOCUMENTS ONLY AND A COPY OF THE APPROVED FINAL SET MUST BE LOCATED ON THE SITE AT ALL TIMES. ALL CONTRACTOR'S SUBCONTRACTORS SHALL BE GIVEN FULL SETS OF FINAL CONSTRUCTION

DOCUMENTS WITH NO SHEETS EXCLUDED.

3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HOLD PRIORITY OVER APPARENT SCALE. ANY DISCREPANCIES SHOULD BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT IN WRITING.

4. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS HAVE BEEN COMPILED BY THE ARCHITECT FROM EXISTING DRAWINGS PROVIDED BY THE OWNER AND FIELD MEASURING AND SHALL BE USED BY THE CONTRACTOR ONLY AS A GUIDE. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES IN THE SITE

CONDITIONS OR THE DOCUMENTS TO THE ARCHITECT IN WRITING.

5. CONTRACTORS SHALL BE HELD RESPONSIBLE FOR THE ADHERENCE AND COMPLIANCE TO ALL APPLICABLE CITY, STATE AND NATIONAL CODES, ORDINANCES, AND ACCESSIBILITY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THOSE OF THE STATE ADA. ANY

DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL UTILITIES AFFECTED BY PROJECT.

7. THE PROJECT SHALL BE ENTIRELY CLEANED BY THE GENERAL CONTRACTOR BEFORE OWNER OCCUPATION INCLUDING ALL FLOORS, WALL

TILES AND ELECTRICAL PLATES.

8. THE WORK AREAS SHALL BE KEPT IN BROOM-SWEPT FINISH CONDITION. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR CLEANING UP AND DISPOSING OF THEIR LITTER AND LEFT OVER MATERIALS ON A REGULAR BASIS AND BE RESPONSIBLE FOR LEAVING THE PROJECT IN A BROOM SWEPT FINISH CONDITIONS UPON COMPLETION OF THEIR PORTION OF THE PROJECT.

9. THE PLUMBING, ELECTRICAL AND HVAC CONTRACTORS SHALL VERIFY VISIBLE EQUIPMENT LOCATIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS TO THE OWNER PRIOR TO SUBMITTING HIS / HER BID. UNLESS THE OWNER AND THE ARCHITECT ARE NOTIFIED IN WRITING OF THE CONFLICTS OR ADDITIONAL SPACE REQUIREMENTS BEFORE THE START OF CONSTRUCTION, ALL CORRECTIVE MEASURES WILL BE MADE

BY THE CONTRACTORS AT NO ADDITIONAL COST TO THE OWNER.

10. THE OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY MATERIAL, AWARDING OF ANY CONTRACTS

OR THE EXECUTION OF ANY WORK WHICH INVOLVES EXTRA COST.

11. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL INFORMATION AND COORDINATION OF WORK.

12. DETAILS SHOWN ARE INDICATIVE OF THE CHARACTER, PROFILES, MATERIALS AND SYSTEMS REQUIRED FOR THE WORK INCLUDING THOSE

CONDITIONS NOT COVERED BY SPECIFIC DETAILS.

13. WHERE THE DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS OR KEYNOTES. CONSULT THEARCHITECT BEFORE PROCEEDING

WITH THE WORK.

14. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. WHERE THERE APPEARS TO BE A CONFLICT BETWEEN DIMENSIONS OR WHERE DIMENSIONS CANNOT BE DETERMINED FROM THE DRAWINGS, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

15. FOLLOWING DEMOLITION OF THE INTERIOR FINISHES AND THE CEILINGS, THE CONTRACTOR SHALL MAKE A DIGITAL VIDEO RECORDING OF THE EXISTING CONDITIONS AND PROVIDE ACCESS FOR THE OWNER'S AND THE OWNER'S CONSULTANT'S REVIEW OF EXISTING CONDITIONS.

THE OWNER MAY, AT THE OWNER'S OPTION, CONTRACT WORK TO OTHERS OUTSIDE OF THIS CONTRACT. CONFIRM WITH THE ARCHITECT

PRIOR TO PROCEEDING.

16. PENETRATION OPENINGS AND FIRESTOPPING IN OPENINGS SMALLER THAN OR EQUAL TO 4" SHALL BE MADE BY THE TRADE MAKING THE

PENETRATION.

ARCHITECTURAL GENERAL PROJECT NOTES

1. THE FOLLOWING GENERAL NOTES APPLY TO ALL ARCHITECTURAL DRAWINGS

2. THE ARCHITECTURAL DRAWINGS ARE PART OF A LARGER SET OF DRAWINGS WHICH, WHEN COMPLETE, CONSIST OF SPECIFICATIONS AND 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.

3. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS OF THE WORK. EXCEPTION:

DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THE ARCHITECTURE DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS OF THE WORK. EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER DISCIPLINES:

SHALL GOVERN ONLY WHERE:

1. SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL, KEYED NOTE, OR NOTATION ON THE ARCHITECTURAL DRAWINGS.

2. OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED SPACE FOR WHICH ARCH SHEET OR SCHEDULE NOTES INDICATE THAT DIMENSIONS

PROVIDED ELSEWHERE SHALL GOVERN.

4. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND ELEVATIONS SHOW THE EXACT LOCATION OF MANY – BUT NOT ALL – EXPOSED PARTS OF THE WORK. FOR ITEMS NOT LOCATED EXACTLY, APPLY THE RULES INDICATED BY TYPICAL INSTALLATION DRAWINGS FOR DETERMINING MOUNTING HEIGHTS AND LOCATIONS TO DETERMINE THE EXACT LOCATION OF EACH EXPOSED PART OF THE

WORK.

5. DESIGN REFERENCE ELEVATION +0’-0” AS SHOWN ON THE ARCHITECTURAL DRAWINGS CORRESPONDS TO THE FINISH FLOOR ELEVATION OF

THE FLOOR ILLUSTRATED.

6. FOR NOTES APPLICABLE TO THE SCOPE OR WORK INDICATED ON INDIVIDUAL SHEETS, REFER TO SHEET NOTES ON THAT SHEET.

7. FOR GENERAL NOTES AND SYMBOLS APPLICABLE ONLY TO THE DRAWINGS OF DISCIPLINES OTHER THAN ARCHITECTURE, REFER TO THE

SPECIFIC DRAWINGS OF THAT DISCIPLINE.

8. JOC IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUBCONTRACTORS, ASSIGNED SUBCONTRACTORS, TRADES, AND SUPPLIERS.

THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE OWNER 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 WTIHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN

ADVACE BY THE OWNER.

9. REFERENCES TO MECHANICAL, ELECTRICAL. HEATING., ELEC., & FP, ETC. DRAWINGS REFER TO THE HEATING VENTILATION, ELECTRICAL, PLUMBING AND DRAWINGS.

EXISTING CONDITIONS AND APPLICABLE CODES

Revision Schedule

NO. DESCRIPTION DATE

2 3

CONTRACTOR

PARKING

SOUTH WING

CENTER WING

NORTH WING

N O

R T

H A

D M

S O

U T

H A

D M

VISITOR'S PARKING

NORTH PARKING LOT

SOUTH PARKING LOT

RESEARCH

FIELD

PLOT

RESEARCH

FIELD

PLOT

RESEARCH

FIELD

PLOT

RESEARCH

FIELD

PLOT

RESEARCH

FIELD

PLOT

RESEARCH

FIELD

PLOT

PEOPLE'S

GARDEN

MAIN

ENTRANCE

SR-G102

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMPORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

DWG. NO.

SHEET OF

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)

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SITE PLAN

SR-G101

NOT TO SCALE

SITE PLAN

Revision Schedule

NO. DESCRIPTION DATE

C O

R R

R C

O R

ASU-A3

ASU-A2

EMERGENCY

GENERATOR

RECEIVING

DOCK

SR-A101

AREA NOT IN SCOPE OF WORK

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMPORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

DWG. NO.

SHEET OF

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)

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AREA PLAN

SR-G102

3/32" = 1'-0"

AREA PLAN

0 8' 16'

AREA PLAN LEGEND

Revision Schedule

NO. DESCRIPTION DATE

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

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U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S000

PC/LS

02/20/24

GENERAL NOTES

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/24

DESIGN CRITERIA

1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH:

IBC 2018

IEBC 2018

ASCE 7-16

ACI 318-14

AISC 360-16

AWS D1.1 AND D1.3

2. RISK CATEGORY II

3. LIVE LOADS:

TYPICAL LIFT 100 PSF (NON REDUCIBLE)

4. ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED

STRUCTURE IS PROVIDED BY THE EXISTING BUILDING IN EACH ORTHOGONAL DIRECTION.

GENERAL

1. 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.

2. ALL DRAWINGS 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 SHALL

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF

CONSTRUCTION SO A CLARIFICATION CAN BE ISSUED. ANY WORK 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 ARCHITECT.

3. STRUCTURAL SUBSTITUTIONS MAY BE ALLOWED WITH THE APPROVAL OF THE

STRUCTURAL ENGINEER. SUPPLIER SHALL PROVIDE SEALED DESIGN CALCULATIONS OR

SUITABLE PRODUCT LITERATURE FOR THE COMPONENTS.

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

JOBSITE PRIOR TO CONSTRUCTION, 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 ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR

OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF

NEW WORK.

6. 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 SO CONSTRUCT THE

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

MECHANICAL AND ELECTRICAL DESIGN.

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

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

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

DETERMINE FINAL DIMENSION WITH ARCHITECT.

9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,

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

OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER 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.

10. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS,

CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOF/FLOOR OPENINGS, STAIRS,

SLEEVES, ITEMS TO BE EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT

SHOWN ON THE STRUCTURAL DRAWINGS.

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

UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE

STRUCTURAL ENGINEER.

1 100% DESIGN SUBMITTAL 07/11/24

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S001

PC/LS

02/20/24

GENERAL NOTES

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/24

SUBMITTALS

1. SUBMITTALS ARE:

a. CONCRETE MIX DESIGNS

b. CONCRETE REINFORCING

2. SUBMITTALS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE

ARCHITECT. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED INDICATING REVIEW

BY THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR AND REVIEW BY THE

ARCHITECT SHALL NOT BEGIN UNTIL THIS IS COMPLETE. WORK SHALL NOT BEGIN

WITHOUT REVIEW BY THE ARCHITECT/STRUCTURAL ENGINEER.

3. SUBMITTALS SHALL BE REVIEWED BY THE ARCHITECT/STRUCTURAL ENGINEER FOR

GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. NOTATIONS MADE BY THE

ARCHITECT/STRUCTURAL ENGINEER ON THE SHOP DRAWINGS DOES NOT RELIEVE THE

CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS.

4. FOR ADDITIONAL INFORMATION ON REQUIRED SUBMITTALS, SEE INDIVIDUAL MATERIAL

SECTIONS.

EXISTING CONDITIONS / DEMOLITION

1. EXISTING CONDITIONS:

a. EXISTING STRUCTURAL INFORMATION SHOWN WAS OBTAINED FROM EXISTING

DRAWINGS DATED MAY 13, 1966 BY LANKTON, ZIEGELE, TERRY AND ASSOCIATES AND

FROM FIELD TAKE-OFF BY IMEG.

b. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS

GIVEN AS THE BEST PRESENT KNOWLEDGE. CONTRACTOR TO VERIFY EXISTING

INFORMATION, DIMENSIONS AND SIZES AS REQUIRED TO COMPLETE THEIR WORK.

WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE

REPORTED TO THE ARCHITECT OR STRUCTURAL ENGINEER SO PROPER

CLARIFICATION MAY BE MADE. MODIFICATION OF CONSTRUCTION DETAILS SHALL NOT

BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL

ENGINEER.

2. ALL DEMOLITION SHALL BE CARRIED OUT IN SUCH A WAY SO AS TO NOT DAMAGE

EXISTING ELEMENTS WHICH ARE TO REMAIN.

3. ALL ELEMENTS WHICH ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION

WORK SHALL BE REPLACED AT NO ADDED COST. EXISTING ELEMENTS ARE TO BE

PROTECTED TO THE FULLEST EXTENT POSSIBLE TO REDUCE SUCH DAMAGE TO A

MINIMUM.

REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE

AMERICAN CONCRETE INSTITUTE “ACI DETAILING MANUAL” (SP-066) EXCEPT AS

OTHERWISE SHOWN, NOTED OR SPECIFIED.

2. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL

CONFORMING TO THE FOLLOWING STANDARDS:

DEFORMED BARS ASTM A615, GR 60 Fy = 60 KSI

WELDED WIRE REINFORCING ASTM A1064 Fy = 65 KSI

DEFORMED BAR ANCHORS ASTM A1064 Fy = 70 KSI

3. MINIMUM CONCRETE COVER SHALL BE PROVIDED AS FOLLOWS TO THE OUTERMOST

REINFORCING BARS:

CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3”

EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

#6 BARS OR LARGER 2”

#5 BARS OR SMALLER 1 1/2”

4. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH AWS D1.4.

5. DEFORMED BAR ANCHORS (DBA) SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE

WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE

WITH THE MANUFACTURER.

6. SUPPORTS FOR REINFORCEMENT SHALL HAVE CLASS 2 PROTECTION AS DEFINED IN THE

CRSI MANUAL OF STANDARD PRACTICE, UNLESS OTHERWISE NOTED.

7. ALL WELDED WIRE REINFORCING (WWR) SHALL BE LAPPED 2 PANELS AT EDGES AND

ENDS.

8. CONTINUOUS HORIZONTAL REINFORCING SHALL BE LAPPED AT MIDSPAN FOR TOP BARS

AND DIRECTLY OVER SUPPORTS FOR BOTTOM BARS. AT DISCONTINUOUS ENDS, THE TOP

STEEL SHALL BE BENT DOWN 12 BAR DIAMETERS OR 12” MINIMUM, WHICHEVER IS

GREATER.

9. WHERE REINFORCEMENT LENGTH IS SPECIFIED, NO SPLICES ARE PERMITTED WITHIN THE

SPECIFIED LENGTH WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.

10. DOWELS BETWEEN WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING OR NUMBER

AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS OTHERWISE NOTED. PROVIDE

FOUNDATION DOWELS TO MATCH SIZE AND SPACING OF WALL REINFORCEMENT. EXTEND

DOWELS A LAP SPLICE LENGTH INTO WALL AND TERMINATE WITH STANDARD HOOK AT

BOTTOM OF FOOTING, UNLESS OTHERWISE NOTED.

1 100% DESIGN SUBMITTAL 07/11/24

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S002

PC/LS

02/20/24

GENERAL NOTES

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/24

11. CUTTING OF REINFORCING WHICH CONFLICTS WITH EMBEDDED OBJECTS OR SLEEVES IS

NOT ACCEPTABLE.

12. REINFORCING BARS SHALL BE BENT COLD, AND NO METHOD OF FABRICATION SHALL BE

USED WHICH WOULD BE INJURIOUS TO THE MATERIAL. HEATING OF BARS FOR BENDING IS

NOT PERMITTED.

13. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED

ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.

14. USE TEMPLATES TO SET ALL EMBEDDED ANCHOR BOLTS, LEVELING PLATES, AND DOWEL

BARS AS REQUIRED OR INDICATED ON THE DRAWINGS.

15. SUBMIT SHOP DRAWINGS FOR FABRICATION AND PLACEMENT OF REINFORCING STEEL.

INCLUDE SCHEDULES AND DIAGRAMS OF BENT BARS AND SHOW ARRANGEMENT OF

REINFORCEMENT, INCLUDING CONCRETE COVER. STRUCTURAL ENGINEER’S REVIEW WILL

BE FOR COMPLIANCE WITH DESIGN REQUIREMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES.

16. ALL CONCRETE NOT OTHERWISE SPECIFIED SHALL BE REINFORCED TO THE MINIMUM

REQUIREMENT OF ACI 318.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE CORRESPONDING EDITION OF THE

AMERICAN CONCRETE INSTITUTE PUBLICATIONS: ACI 117, ACI 301, ACI 305.1, ACI 306.1, ACI

308.1, ACI 318 AND SP-066, UNLESS OTHERWISE NOTED.

2. CONCRETE MATERIALS SHALL CONFORM TO:

CEMENT ASTM C150, TYPE I OR II

FLY ASH ASTM C618, TYPE C OR F

FINE AND COARSE AGGREGATE ASTM C33

WATER POTABLE

AIR-ENTRAINING ADMIXTURE ASTM C260

WATER REDUCING ADMIXTURE ASTM C494

CONCRETE STRENGTHS SHALL CONFORM TO:

INTENDEDUSE STRENGTH(PSI) EXPOSURE

CLASS

FOUNDATIONS 4000 F3, S0, W0, C1

SLAB ON GRADE 4000 F3, S0, W0, C1

UNLESS OTHERWISE NOTED 4000 F3, S0, W0, C1

NORMAL-WEIGHT 28-DAY STRENGTH UNLESS OTHERWISE NOTED.

4. LIGHTWEIGHT CONCRETE SHALL HAVE A DRY DENSITY OF 107-116 PCF.

5. DRYPACK OR GROUT SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 7000 PSI.

6. SLAB-ON-GRADE CONSTRUCTION: LOCATE SAW-CUT CONTROL JOINTS ALONG COLUMN

LINES WITH INTERMEDIATE JOINTS SPACED PER THE TABLE BELOW, UNLESS OTHERWISE

NOTED. SLAB PANELS SHALL HAVE A MAXIMUM LENGTH TO WIDTH RATIO OF 1.5:1.

PROVIDE ADDITIONAL CONTROL JOINTS AT ALL RE-ENTRANT CORNERS. SEE PLAN FOR

SPECIAL CASES.

THICKNESS (IN) MAXIMUM JOINT SPACING EACH WAY (FT)

8 18

7. CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO ENSURE PROPER

DIMENSIONS AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES, AND EDGES

OF WALLS/FOUNDATIONS PRIOR TO PLACING CONCRETE.

8. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED TO 1/4” AMPLITUDE BY

SAND BLASTING OR MECHANICAL MEANS. CLEAN BEFORE POUR. LOCATION TO BE

APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT LOCATION PLAN OF ALL PROPOSED

JOINTS NOT INDICATED ON DRAWINGS FOR APPROVAL PRIOR TO BEGINNING WORK.

9. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE ALL REINFORCING AND

EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERLY LOCATED AND

SECURELY TIED IN PLACE.

10. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL PENETRATIONS THROUGH

CONCRETE BEFORE PLACING. SECURE SLEEVES TO PREVENT MOVEMENT DURING

PLACING OPERATIONS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS.

11. CONFIRM WITH ARCHITECT THAT MATERIALS TO BE EMBEDDED ARE SUITABLE FOR

EMBEDMENT IN CONCRETE.

12. CONDUIT, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO

REQUIREMENTS OF ACI 318, SECTIONS 20.7 AND 26.8.

13. NO ALUMINUM SHALL BE ALLOWED IN THE CONCRETE WORK UNLESS COATED TO

PREVENT ALUMINUM-CONCRETE REACTION.

14. WATERSTOPS SHALL BE A [ENGR NOTE: SELECT ONLY ONE OF THE FOLLOWING TWO

TYPES, BENTONITE OR PVC.] FLEXIBLE BENTONITE PVC PRODUCT. ACCEPTABLE

PRODUCTS INCLUDE: [ENGR NOTE: KEEP FOLLOWING IF USING BENTONITE] CETCO

WATERSTOP-RX AND GREENSTREAK SWELLSTOP WESTIC BARRIER TECHNOLOGIES TPE-

R WATERSTOP AND GREENSTREAK PVC WATERSTOP.

15. PROJECTING CORNERS OF WALLS SHALL BE FORMED WITH A 3/4 INCH CHAMFER, UNLESS

OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.

1 100% DESIGN SUBMITTAL 07/11/24

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S003

PC/LS

02/20/24

GENERAL NOTES

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/24

16. SLOPE SLABS TO DRAINS OR FOR POSITIVE DRAINAGE IF NO DRAINS ARE PRESENT AND

PROVIDE DEPRESSIONS WHERE SHOWN ON THE STRUCTURAL AND/OR ARCHITECTURAL

DRAWINGS WITHOUT REDUCING THE THICKNESS OF SLAB INDICATED. FOR SLAB-ON-

GRADE DEPRESSIONS GREATER THAN 1 INCH, SEE DETAILS FOR ADDITIONAL

REINFORCING.

17. INTERNALLY VIBRATE ALL CAST-IN-PLACE CONCRETE EXCEPT SLABS-ON-GRADE WHICH

NEED ONLY BE VIBRATED AROUND UNDER FLOOR DUCTS AND OTHER EMBEDDED ITEMS.

VIBRATE TOPS OF COLUMNS.

18. PROVIDE VERTICAL CONTROL JOINTS IN EXPOSED CONCRETE WALLS AT A MINIMUM

UNIFORM SPACING NOT TO EXCEED 25 FEET PER ACI 224.3. COORDINATE JOINT

LOCATIONS WITH ARCHITECTURAL DRAWINGS.

19. CONCRETE SHALL NOT BE PERMITTED TO DROP MORE THAN 5 FEET.

20. IF CONCRETE IS PLACED BY PUMPING, SUPPORT SHALL BE PROVIDED FOR THE HOSE. THE

HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING AND OTHER EMBEDDED

ITEMS.

21. CONCRETE SLABS SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 7 DAYS.

FORMS FOR CONCRETE WALLS SHALL BE LEFT IN PLACE FOR 7 DAYS OR MAY BE

STRIPPED AFTER 3 DAYS AND COATED WITH AN APPROVED CURING COMPOUND.

22. NO LOADS SHALL BE PLACED ON STRUCTURAL CONCRETE SLABS WITHIN 7 DAYS AFTER

CONCRETE IS PLACED. AFTER CONCRETE IS PLACED, IN NO CASE SHALL THE

SUPERIMPOSED CONSTRUCTION LOADS BE GREATER THAN SPECIFIED DESIGN LIVE

LOADS, UNLESS THE WORK IS SHORED.

23. NOTIFY THE ARCHITECT/STRUCTURAL ENGINEER 48 HOURS MINIMUM PRIOR TO ALL

POURS.

24. CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING

CONCRETE TO ENSURE PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS.

25. THE DESIGN AND ENGINEERING OF FORMWORK, SHORING AND RESHORING, AS WELL AS

THEIR CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMS

SHALL BE DESIGNED TO HAVE SUFFICIENT STRENGTH TO SAFELY WITHSTAND THE LOADS

RESULTING FROM PLACEMENT AND VIBRATION OF THE CONCRETE AND SHALL ALSO BE

DESIGNED FOR SUFFICIENT RIGIDITY TO MAINTAIN SPECIFIED TOLERANCES. CONTRACTOR

SHALL SUBMIT DETAILED FORMWORK SHOP DRAWINGS TO THE ARCHITECT TO BE

REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT ONLY.

26. CORING OF CONCRETE IS NOT PERMITTED UNLESS APPROVED BY THE STRUCTURAL

ENGINEER.

27. NO CONCRETE SHALL BE PLACED ONTO OR AGAINST SUBGRADES CONTAINING FREE

WATER, FROST, ICE OR SNOW.

28. DURING WINTER CONSTRUCTION, ALL FOOTINGS SHALL BE PROTECTED FROM FROST

PENETRATION UNTIL THE BUILDING IS ENCLOSED AND TEMPORARY HEAT IS PROVIDED.

29. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIZE, LOCATION AND HEIGHT

OF MECHANICAL EQUIPMENT PADS ON CONCRETE SLAB ON STEEL DECK AND SLAB-ON-

GRADE.

30. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND

REVIEWED BY THE TESTING AGENCY. RESPONSIBILITY FOR OBTAINING THE REQUIRED

DESIGN STRENGTH IS THE CONTRACTOR’S. SUBMIT TEST DATA ON EACH PROPOSED MIX

FOR REVIEW IN ACCORDANCE WITH THE APPLICABLE CODE. MIX DESIGNS SUBMITTED

WITHOUT THE REQUIRED TEST DATA WILL BE RETURNED WITHOUT REVIEW.

STEEL

1. 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”.

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

OTHER ROLLED SHAPES ASTM A36 Fy = 36 KSI

PIPE SECTIONS ASTM A53, GR B Fy = 35 KSI

3. SPLICING OF STEEL MEMBERS WHERE NOT DETAILED ON THE DRAWINGS IS PROHIBITED

WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE

OF SPLICE AND CONNECTION TO BE MADE.

4. ALL STEEL EXPOSED TO WEATHER OR AS NOTED ON PLAN SHALL BE HOT-DIP GALVANIZED

AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 G60. ABRADED AREAS TO BE

TOUCHED UP WITH COLD GALVANIZING COMPOUND IN ACCORDANCE WITH ASTM A780.

14. ALL GALVANIZED HOLLOW SECTIONS SHALL HAVE WELDED CAP PLATES TO SEAL

EXPOSED ENDS.

15. CUTS, HOLES, OPENINGS, ETC., REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE

WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS. BURNING OF

HOLES AND CUTS IN THE FIELD SHALL NOT BE ALLOWED, EXCEPT BY WRITTEN

AUTHORIZATION FROM THE STRUCTURAL ENGINEER.

16. FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS, HANGERS, EXPANSION JOINT

ANGLES, STRUTS, ETC.) AS CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND

MECHANICAL/ELECTRICAL DRAWINGS.

17. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL

STRUCTURAL STEEL FOR ARCHITECT/STRUCTURAL ENGINEER’S REVIEW BEFORE

FABRICATION.

1 100% DESIGN SUBMITTAL 07/11/24

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S004

Designer

Checker

07/11/24

GENERAL NOTES

POST-INSTALLED ANCHORS

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/24

1. ANCHORS SERVING AS THE BASIS OF DESIGN ARE SHOWN ON THE DRAWINGS.

ACCEPTABLE ALTERNATIVE ANCHORS MAY BE SUPPLIED PROVIDED THE QUANTITY AND

CONFIGURATION MATCH THE CAPACITY OF THE DESIGN ANCHOR QUANTITY AND

CONFIGURATION. ANY ALTERNATES ARE TO BE SUBMITTED TO THE STRUCTURAL

ENGINEER FOR REVIEW. INSTALL IN ACCORDANCE WITH MANUFACTURER’S WRITTEN

INSTRUCTIONS. BELOW SUMMARIZES EACH ANCHOR TYPE USED ON THE PROJECT.

2. MECHANICAL ANCHORS:

a. EXPANSION ANCHORS

ANCHORED

INTO

BASIS OF DESIGN ACCEPTABLE ALTERNATES

GROUTED

MASONRY

HILTI KB3 (ESR-1385) DEWALT POWER STUD+ SD1 (ESR-2966)

SIMPSON WEDGE-ALL (ESR-1396)

UNCRACKED

CONCRETE

HILTI KB3 (ESR-2302) DEWALT POWER STUD+ SD2 (ESR-2502) RED

HEAD TRUBOLT+ (ESR-2427) SIMPSON STRONG

BOLT 2 (ESR-3037)

CRACKED

CONCRETE

HILTI KBTZ (ESR-1917) DEWALT POWER STUD+ SD2 (ESR-2502) RED

HEAD TRUBOLT+ (ESR-2427) SIMPSON STRONG

BOLT 2 (ESR-3037)

b. THREADED SCREW ANCHORS

ANCHORED

INTO

BASIS OF DESIGN ACCEPTABLE ALTERNATES

GROUTED

MASONRY

HILTI KWIK HUS-EZ

(ESR-3056)

DEWALT WEDGE-BOLT+ (ESR-1678) SIMPSON

TITEN HD (ESR-1056)

UNCRACKED

CONCRETE

HILTI KWIK HUS-EZ

(ESR-3027)

DEWALT POWER SCREW-BOLT+ (ESR-3889)

SIMPSON TITEN HD (ESR-2713)

CRACKED

CONCRETE

HILTI KWIK HUS-EZ

(ESR-3027)

DEWALT POWER SCREW-BOLT+ (ESR-3889)

SIMPSON TITEN HD (ESR-2713)

3. ADHESIVE ANCHORS: SHALL CONSIST OF DEFORMED REINFORCING BARS OR ASTM A193

GRADE B7 RODS, HEAVY DUTY NUTS AND WASHERS AND A TWO COMPONENT

STRUCTURAL ADHESIVE. WHERE ANCHORING INTO HOLLOW MASONRY, A SCREEN TUBE

SHALL BE PROVIDED.

ANCHORED

INTO

BASIS OF DESIGN ACCEPTABLE ALTERNATES

HOLLOW

MASONRY

HILTI HIT-HY 270

(ESR-4143)

DEWALT AC 100+ GOLD (ESR-3200) SIMPSON

SET-XP (ESR-0265)

GROUTED

MASONRY

HILTI HIT-HY 270

(ESR-4143)

DEWALT AC 100+ GOLD (ESR-3200) RED HEAD A7

ACRYLIC (ESR-3951) SIMPSON SET-XP (ESR-0265)

CONCRETE HILTI HIT-HY 200

(ESR-3187)

DEWALT AC 200+ (ESR-4027) SIMPSON SET-3G

(ESR-4057)

4. CRACKED CONCRETE REPRESENTS ALL CONCRETE FOR PROJECTS LOCATED IN SEISMIC

DESIGN CATEGORY C OR HIGHER, TENSILE ZONES SUCH AS BOTTOMS OF BEAMS AND

SLABS, OR WHERE NOTED ON THE DRAWINGS.

1 100% DESIGN SUBMITTAL 07/11/24

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S005

PC/LS

02/20/24

TESTING AND INSPECTION

TESTING, INSPECTIONS, AND OBSERVATIONS

1. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION. SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS “SPECIAL INSPECTIONS” AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE.

2. SEE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS OR SPECIFICATIONS FOR TESTING AND INSPECTION

REQUIREMENTS OF NON-STRUCTURAL COMPONENTS.

3. DUTIES OF THE INSPECTION AGENCY PER IBC CHAPTER 17:

a. SUBMIT A PROPOSED TESTING AND INSPECTION PROGRAM TO THE OWNER, THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW AND

APPROVAL AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF WORK.

b. PERFORM ALL TESTING AND INSPECTION REQUIRED PER APPROVED TESTING AND INSPECTION PROGRAM.

c. FURNISH INSPECTION REPORT TO THE BUILDING OFFICIAL, THE OWNER, THE ARCHITECT, STRUCTURAL ENGINEER AND THE GENERAL CONTRACTOR. THE REPORTS SHALL BE COMPLETED AND FURNISHED WITHIN 48 HOURS OF INSPECTED WORK.

d. SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTION

AGENCY’S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.

4. SPECIAL INSPECTIONS AND TESTS ARE REQUIRED FOR MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER’S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN CHAPTER 17 OF THE IBC OR IN STANDARDS REFERENCED BY

THE IBC. THESE ITEMS INCLUDE:

a. POST-INSTALLED ANCHORS - INSPECTION

5. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL.

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/241 100% DESIGN SUBMITTAL 07/11/24

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S006

PC/LS

02/20/24

TESTING AND INSPECTION

VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC MATERIAL STD

REFERENCE

IBC

REFERENCE

CONCRETE CONSTRUCTION

1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY

PLACEMENT

X ACI 318: CH 20,

25.2, 25.3, 26.2.1-26.6.3

1908.4

2. MATERIAL IDENTIFICATION OF REINFORCING (TYPE/GRADE) X AISC 341: TABLE

J9.1

3. REINFORCING STEEL HAS NOT BEEN REBENT IN THE FIELD X AISC 341: TABLE

J9.1

4. REINFORCING STEEL HAS BEEN TIED AND SUPPORTED AS REQUIRED X AISC 341: TABLE

J9.1

5. REINFORCING STEEL CLEARANCES HAVE BEEN PROVIDED X AISC 341: TABLE

J9.1

6. COMPOSITE STEEL MEMBERS HAVE REQUIRED SIZE X AISC 341: TABLE

J9.1

7. REINFORCING BAR WELDING:

a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 X AWS D1.4

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16”; AND X ACI 318: 26.6.4

c. INSPECTS ALL OTHER WELDS X

8. INSPECT ANCHORS CAST IN CONCRETE X ACI 318: 17.8.2

9. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS:

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS

X ACI 318: 17.8.2.4

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a X ACI 318: 17.8.2

10. VERIFY USE OF REQUIRED DESIGN MIX X ACI 318: CH 19,

26.4.2, 26.4.4

1904.1, 1904.2, 1908.2, 1908.3

11. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF

THE CONCRETE

X ASTM C172, ASTM

C31, ACI 318: 26.5,

26.12

1907.10

12. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES

X ACI 318: 26.5 1908.6, 1908.7,

1908.8

13. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X ACI 318:

26.5.3-26.5.5

1908.9

14. INSPECT PRESTRESSED CONCRETE FOR:

a. APPLICATION OF PRESTRESSING FORCES; AND X ACI 318: 26.11.2

b. GROUTING OF BONDED PRESTRESSING TENDONS X

15. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS X ACI 318: 26.9

16. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-

TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS

AND STRUCTURAL SLABS

X ACI 318: 26.11.2

17. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED

X ACI 318: 26.11.2(b)

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/241 100% DESIGN SUBMITTAL 07/11/24

15 16

18'-0"

(E) 8" CONC SLAB

T.O. SLAB ELEVATION (+7'-6")

(E) CONCRETE PIER.

DEMO TO BE FLUSH

WITH TOP OF SLAB

(E) 8" SLAB ON GRADE

SLOPED TO DRAIN.

TOP OF SLAB AT EDGE (0'-0")

W A

L L

Y P

C O

N C

F D

1'-4" 2'-0" 2'-0" 1'-4"

2'-1" 8'-0"

12'-2"

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

:2 :3

R e vi t L o c a l F ile s \S

S D

A -P e o ri a -I

L -N

C A

U R

U p g ra d e s C

S u jit k u m a r.

N .P a d h a n .r v t

SR-S100

PC/LS

02/20/24

DEMOLITION PLAN

N O R

1/4" = 1'-0"1

EXISTING DOCK PIT

NOTES:

1. VERIFY ALL EXISTING CONDITIONS IN FIELD. NOTIFY EOR IF

EXISTING CONDITIONS DEVIATE FROM WHAT IS SHOWN ON PLAN.

2. SEE ARCH AND MEP DRAWINGS FOR DIMENSIONS NOT GIVEN

HERE.

Revision Schedule

NO. DESCRIPTION DATE

KEYNOTES:

1. DEMO SLAB AS NEEDED TO INSTALL PIER AND BOLLARDS. SEE

1/SR-S101 AND ARCH DRAWINGS FOR BOLLARD LOCATION.

REPLACE DEMOED SLAB WITH SLAB OF SAME THICKNESS. SEE

1/SR-S301.

1 100% DESIGN SUBMITTAL 07/11/24

NOTES:

1. SEE SR-S300 FOR SLAB ON GRADE CONSTRUTION DETAILS.

2. SEE ARCH AND MEP DRAWINGS FOR DIMENSIONS NOT GIVEN

HERE.

KEYNOTES:

1. 8" CONCRETE SLAB ON GRADE WITH #5 @ 12" OC, EACH WAY. TOP

OF SLAB (3'-10") FOR BASE BID AND (3'-8") FOR BID OPTION. VERIFY

SLAB ELEVATION WITH EQUIPMENT SUPPLIER. INFILL PIT WITH #57

CRUSHED STONE TO BOTTOM OF SLAB.

2. CONCRETE PIER. SEE 4/SR-S300.

3. SUMP PIT, SEE DETAIL 2/SR-S301. COORDINATE WITH PLUMBING

DRAWINGS.

15 16

18'-0"

(E) 8" CONC SLAB

T.O. SLAB ELEVATION (+7'-6")

W A

L L

Y P

C O

N C

F D

12'-2"

SR-S300

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

:2 :5

R e vi t L o c a l F ile s \S

S D

A -P e o ri a -I

L -N

C A

U R

U p g ra d e s C

S u jit k u m a r.

N .P a d h a n .r v t

SR-S101

PC/LS

02/20/24

FOUNDATION PLAN

N O R

1/4" = 1'-0"1

DOCK PIT FOUNDATION PLAN

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/241 100% DESIGN SUBMITTAL 07/11/24

BACKER ROD AND

SEALANT - SEE SPECS

SAWCUT JOINT WITHIN

24 HOURS OF CONCRETE

PLACEMENT

SLAB ON GRADE

SEE PLAN

S E

E P

L A

T H

N E

S S t)

1/4" t/ M

U M

ENGINEERED FILL

VAPOR RETARDER

NOTE 2

NOTES:

1. COMPACT ALL FILL MATERIAL TO 95% OF THE MAXIMUM

DRY DENSITY PER ASTM D1557.

2. VAPOR RETARDER TO MEET ASTM E1745, CLASS A AND

BE NOT LESS THAN 15 MILS THICK.

SLAB ON GRADE - SEE PLAN

REINFORCING - SEE PLAN

/3 t)

S E

E P

L A

N T

K N

E S

S t)

S E

E P

L A

(E) CONT L4x4x3/8 WITH 5/8"Ø x 6" BOLT @ 2'-0" OC

EL (0'-0")

T.O. (E) SLAB

PIPE 8 STD WITH CONCRETE INFILL

SEE ARCH FOR LOCATION

ROUND OFF TOP OF CONCRETE INFILL

CONCRETE PIER

SEE 4/SR-S300

EL (5'-0")

T.O. LIFT

CONCRETE SLAB SEE PLAN

COORDINATE TOP OF SLAB WITH

DOCK LIFT MANUFACTURER

DOCK LIFT SEE ARCH

WATERSTOP

SEE - GENERAL NOTES

#4 TIES @6" OC. DOWEL

INTO EXITING

FOUNDATION WALL

WITH HILTI HIT-HY 200

EPOXY, MIN 4" EMBED

(7) #4 VERT

EMBED

BOLLARD SEE 1/SR-S300

2'-0" DIAMETER CONCRETE PIER

(E) CONCRETE WALL

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S300

PC/LS

02/20/24

CONCRETE DETAILS

3/4" = 1'-0"2

TYPICAL CONTROL JOINT

3/4" = 1'-0"3

TYPICAL SLAB SECTION

1/4" = 1'-0"1

DOCK PIT SECTION

1/2" = 1'-0"4

PIER PLAN VIEW

Revision Schedule

NO. DESCRIPTION DATE

1 95% DESIGN SUBMITTAL 06/12/241 100% DESIGN SUBMITTAL 07/11/24

SMOOTH DOWEL BARS - SEE

SCHEDULE. DRILL INTO

EXISTING

EXISTING CONCRETE SLAB

UNBONDED

SLAB ON GRADE

SEE TYPICAL

DETAILS

SLAB

THICKNESS

SMOOTH DOWEL

BAR

> 6"

1/2"Ø x 1'-4" @ 18" OC

1"Ø x 1'-4" @ 12" OC

3/4"Ø x 1'-4" @ 12" OC

PLAN

1'-6"

@ 12" EA WAY

COORD WITH PLUMBING

& ARCH FOR DIMENSION

8" SLAB ON GRADE WITH

#5 @ 12" OC EACH WAY

SLAB ON GRADE

SEE PLAN

EL (SEE PLAN)

T.O. SLAB

(5) #4 TIES

Expiration Date of Seal: 11-30-2024

Drawing Sheet / RFI No. Reference:

BE Project Name:

D A

U S

Agricultural Research Service

DWG. NO.

SHEET OF

BE DESIGN

CO:

FACILITY ENGINEER:

DESIGNER:

BED PROJECT NO.:

CHECKED BY:

PROJECT MANAGER:

REAL PROPERTY:

SAFETY & HEALTH:

USDA

GREG KENNEDY

DEBORAH WELLS

CRAIG TIEZZIMP

PEORIA, IL 61604

1815 N UNIVERSITY ST

NATIONAL CENTER

FOR AGRICULTURAL

UTILIZATION

RESEARCH (NCAUR)ORDER DATE:

TASK ORDER NO.:

24001

SHIPPING / RECEIVING

IMPROVEMENTS

C R e v it L o c a l F ile s \S

U S

D A

-P e o ri a

-I L -N

C A

U R

U p g ra d e s C

A u tu m n

.N .B u e s k in g .r v t

SR-S301

PC/LS

06/20/24

CONCRETE DETAILS

Revision Schedule

NO. DESCRIPTION DATE

3/4" = 1'-0"1

NEW TO EXISTING SLAB DETAIL

NO SCALE2

SUMP PIT

AREA NOT IN SCOPE OF WORK

EXISTING…

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