Drawings_-_Bldg_24_Sanitary_Swr_Rpr.pdf

PDF 6 MB Posted Jul 14, 2017

Attached to: Building 24 Sanitary Sewer Repair Federal contract opportunity
Solicitation number: AG-32SC-S-17-0051
Issued by: Department of Agriculture Agricultural Research Service Central Program Planning Coordination and Support

About this file

From the source

Drawings

View the file

Other files for this federal contract opportunity

Other files attached to Building 24 Sanitary Sewer Repair, newest first.
File	Type	Posted
Sol_AG-32SC-S-17-0051_Rpr_Bldg_24_Sanitary_Swr_NCAH.pdf	PDF	Jul 21, 2017
ARS371_Progress_&_Payment_Schdl.pdf	PDF	Jul 21, 2017
ARS372_Request_for_Payment.pdf	PDF	Jul 21, 2017
Wage_Decision_IA170145_19May17.pdf	PDF	Jul 21, 2017
Specifications_-_Bldg_24_Sanitary_Swr_Rpr.pdf	PDF	Jul 14, 2017

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

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

D A

Y T

O N

V E

N U

VICINITY MAP

USDA, NATIONAL ANIMAL DISEASE CENTER

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

DRAWING NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

LOCATION MAP

AMES, IOWA

USDA

BUILDING 024 SANITARY SEWER REPAIR

AG-32SC-D-16-0227

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39A

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX Text

HD VET

AutoCAD SHX Text

FARM MGR

AutoCAD SHX Text

VET

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

LN BULK (NIC)

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 1911A

AutoCAD SHX Text

CLOTHING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

BLDG 20

AutoCAD SHX Text

BLDG 21

AutoCAD SHX Text

BLDG 22

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text T100 T101 S101 S102 A100 A101 P100 P101 P102 P103 P104 P105 P106 P107 P108 P109

AutoCAD SHX Text 1 OF 16 2 OF 16 3 OF 16 4 OF 16 5 OF 16 6 OF 16 7 OF 16 8 OF 16 9 OF 16 10 OF 16 11 OF 16 12 OF 16 13 OF 16 14 OF 16 15 OF 16 16 OF 16

AutoCAD SHX Text TITLE SHEET GENERAL NOTES EXISTING FOUNDATION PLAN DIMENSIONED PILE PLAN EXISTING FLOOR PLAN INTERIOR ELEVATIONS & FINISHES OVERVIEW PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN DETAILS

AutoCAD SHX Text

PROJECT LOCATION BUILDING 024

AutoCAD SHX Text

DAYTON AVE

AutoCAD SHX Text

U.S. HWY 30

AutoCAD SHX Text

U.S. INTERSTATE 35

AutoCAD SHX Text

U.S. HWY 69

AutoCAD SHX Text

DAYTON AVE

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

BUILDING 024 SANITARY SEWER REPAIR

AutoCAD SHX Text

NATIONAL ANIMAL DISEASE CENTER

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text T100

AutoCAD SHX Text 1 16

AutoCAD SHX Text 5/18/17

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1336-M

AutoCAD SHX Text

ROBBINS

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

AutoCAD SHX Text

A'HEARN

AutoCAD SHX Text 190th ST

AutoCAD SHX Text 220th ST

AutoCAD SHX Text

TO MASON CITY

AutoCAD SHX Text

TO DES MOINES

AutoCAD SHX Text

TO AMES

AutoCAD SHX Text

CONTRACTOR LAYDOWN AREA

AutoCAD SHX Text

MAIN GATE CONTRACTOR ACCESS

A. PROVIDE 42" TALL TEMPORARY ORANGE HIGH DENSITY PROVIDE 42" TALL TEMPORARY ORANGE HIGH DENSITY 42" TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARDS AND TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. B. PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS OF ITEMS NOT INDICATED TO BE REMOVED BY THIS CONTRACT SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT. C. THESE DESIGN DRAWINGS DEPICT EXISTING CONDITIONS AS LOCATED THESE DESIGN DRAWINGS DEPICT EXISTING CONDITIONS AS LOCATED ON THE BUILDING'S 'AS-BUILT' DRAWING DATED 02/28/08. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ASSETS & UTILITIES, NOTE EXISTING CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICE PRIOR TO BEGINNING CONSTRUCTION. D. THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES OF THE BUILDING AND OUTSIDE OF DESIGNATED WORK AREAS. E. THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE CUTS TO ACCOMMODATE FINAL FINISHES. F. THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL COMPONENTS DURING CONSTRUCTION. G. PRIOR TO ANY TESTING, ALL LINES SHALL BE CLEANED OF DEBRIS PRIOR TO ANY TESTING, ALL LINES SHALL BE CLEANED OF DEBRIS AND FLUSHED CLEAN WITH WATER AS NECESSARY. ALL NEW SEWER LINES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C924. H. THE CONTRACTOR SHALL VIDEO AND RECORD ALL NEW SANITARY THE CONTRACTOR SHALL VIDEO AND RECORD ALL NEW SANITARY SEWER CONSTRUCTION. VIDEO INSPECTION SHALL OCCUR PRIOR TO THE BACKFILLING PIPE & CONSTRUCTION OF THE NEW SLAB. PRIOR TO VIDEO, FLUSH THE PIPING WITH CLEAN WATER. THE VIDEO QUALITY SHALL PROVIDE A CLEAR VIEW OF THE ENTIRE PERIPHERY OF THE PIPE AND NOTE THE DISTANCE TRAVELED. PROVIDE A PLAN SHEET WITH LABELED COPY OF ALL VIDEOS/DIRECTION OF TRAVEL AND BASELINE DISTANCE. PROVIDE VIDEO IN A MPEG FORMAT TO THE CONTRACTING OFFICER. I. EQUIPMENT UTILIZED FOR WORK IN THE BUILDING SHALL BE SAFE EQUIPMENT UTILIZED FOR WORK IN THE BUILDING SHALL BE SAFE FOR INDOOR USE. USE OF FUEL POWERED VEHICLES AND EQUIPMENT IS PROHIBITED. J. HEAVY EQUIPMENT AND DEMOLITION EQUIPMENT SHALL BE SIZED HEAVY EQUIPMENT AND DEMOLITION EQUIPMENT SHALL BE SIZED AND SELECTED BY THE CONTRACTOR TO PREVENT ANY DAMAGE TO RETAINED STRUCTURAL/ARCHITECTURAL FEATURES K. PROVIDE A FIRE WATCH DURING ALL HOT WORK WITH A SUITABLE PROVIDE A FIRE WATCH DURING ALL HOT WORK WITH A SUITABLE FIRE EXTINGUISHER MAINTAINED IN A STATE OF READINESS FOR INSTANT USE AT ALL TIMES. L. DO NOT BLOCK EGRESS PATHS FROM OCCUPIED SPACES AT DO NOT BLOCK EGRESS PATHS FROM OCCUPIED SPACES AT ANYTIME DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO MEANS OF EGRESS FROM EACH OCCUPIED SPACE DURING ALL PHASE OF CONSTRUCTION. ANY WORK THAT DOES NOT ALLOW COMPLIANCE WITH THIS REQUIREMENT WILL NEED TO BE PERFORMED AFTER NORMAL WORKING HOURS AND ARRANGED WITH THE COR. M. THE CONTRACTOR WILL NOT BE PROVIDED ELECTRICITY FOR HIS JOB THE CONTRACTOR WILL NOT BE PROVIDED ELECTRICITY FOR HIS JOB TRAILER. N. THE CONTRACTOR SHALL PROTECT ALL POWER AND DATA SERVICE THE CONTRACTOR SHALL PROTECT ALL POWER AND DATA SERVICE DURING CONSTRUCTION. MAINTAIN ALL EXISTING POWER AND DATA SERVICES. POWER AND DATA SERVICE INTERRUPTIONS SHALL BE ELIMINATED WHERE POSSIBLE. IF UNAVOIDABLE, ALL OUTAGES SHALL BE COORDINATED WITH THE COR AND DOWNTIME SHALL BE LIMITED TO OUTSIDE NORMAL WORKING HOURS. O. THE CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE IN ALL THE CONTRACTOR SHALL MAINTAIN NEGATIVE AIR PRESSURE IN ALL WORK AREAS. PROVIDE A LOCAL EXHAUST SYSTEM IN THE WORK CONTROL AREA IN ACCORDANCE WITH ASSE Z9.2 AND 29 CFR 1926.1101 THAT WILL PROVIDE AT LEAST FOUR AIR CHANGES PER HOUR INSIDE OF THE NEGATIVE PRESSURE ENCLOSURE. LOCAL EXHAUST EQUIPMENT SHALL BE OPERATED 24 HOURS PER DAY, UNTIL THE DUST CONTROL AREA IS REMOVED AND SHALL BE LEAK PROOF TO THE FILTER AND EQUIPPED WITH HEPA FILTERS. MAINTAIN A MINIMUM PRESSURE DIFFERENTIAL IN THE CONTROL AREA OF MINUS 0.02 INCH OF WATER COLUMN RELATIVE TO ADJACENT, UNSEALED AREAS. PROVIDE CONTINUOUS 24-HOUR PER DAY MONITORING OF THE PRESSURE DIFFERENTIAL WITH A PRESSURE DIFFERENTIAL AUTOMATIC RECORDING INSTRUMENT. IN NO CASE SHALL THE BUILDING VENTILATION SYSTEM BE USED AS THE LOCAL EXHAUST SYSTEM FOR THE WORK CONTROL AREA. FILTERS ON EXHAUST EQUIPMENT SHALL CONFORM TO ASSE Z9.2 AND UL 586. THE LOCAL EXHAUST SYSTEM SHALL TERMINATE OUT OF DOORS AND REMOTE FROM ANY PUBLIC ACCESS OR VENTILATION SYSTEM INTAKES. ALL EXHAUST SHALL BE DUCTED OUTSIDE THE BUILDING ENVELOPE. BLOCK AND SEAL OPENINGS IN AREAS WHERE THE RELEASE OF AIRBORNE CONSTRUCTION DUST CAN BE EXPECTED. ESTABLISH A NEGATIVE PRESSURE ENCLOSURE WITH THE USE OF CURTAINS, CONSTRUCTION PARTITIONS, OR OTHER ENCLOSURES IN ORDER TO PREVENT THE ESCAPE OF DUST FROM THE WORK AREA. NEGATIVE PRESSURE ENCLOSURE DEVELOPMENT SHALL INCLUDE PROTECTIVE COVERING OF OPENINGS WITH A CONTINUOUS MEMBRANE OF TWO LAYERS OF MINIMUM 6-MIL PLASTIC SHEET SEALED WITH TAPE TO PREVENT WATER OR OTHER DAMAGE. PROVIDE LOCAL EXHAUST SYSTEM IN THE WORK AREA. OPENINGS WILL BE ALLOWED IN ENCLOSURES OF WORK CONTROL AREAS FOR PERSONNEL AND EQUIPMENT ENTRY AND EXIT, THE SUPPLY AND EXHAUST OF AIR FOR THE LOCAL EXHAUST SYSTEM. REPLACE LOCAL EXHAUST SYSTEM REQUIRED TO MAINTAIN THE EFFICIENCY OF THE SYSTEM. P. COVER AND SEAL ALL LOCKERS WITH FIRE RETARDANT POLY COVER AND SEAL ALL LOCKERS WITH FIRE RETARDANT POLY SHEETING TO PREVENT CONSTRUCTION DUST FROM ENTERING THE LOCKERS. (APPROX. 1,200 SF)

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

PHASING NOTES

AutoCAD SHX Text A. THE BUILDING WILL REMAIN OCCUPIED DURING THE DURATION THE BUILDING WILL REMAIN OCCUPIED DURING THE DURATION OF THIS CONTRACT. RESTROOM SERVICES FOR GOVERNMENT EMPLOYEES WILL BE BE PROVIDED IN BUILDING 20. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE TOILET FACILITIES FOR THEIR EMPLOYEES AND SUBCONTRACTORS. B. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF CONSTRUCTION TO THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. DETAILS SHALL BE PROVIDED NOTING WHERE CONSTRUCTION WILL OCCUR, SEQUENTIAL PHASING AND THE DURATION OF THE WORK TO BE PERFORMED. THE SCHEDULE SHALL ALSO DETAIL HOW THE CONTRACTOR WILL MINIMIZE INTERRUPTIONS TO USDA OPERATIONS. C. PROVIDE TEMPORARY PLASTIC ENGRAVED PLACARDS AT THE PROVIDE TEMPORARY PLASTIC ENGRAVED PLACARDS AT THE ENTRY INTO EACH AREA AFFECTED BY CONSTRUCTION 1. NOTING THAT THE 'FACILITIES ARE CLOSED' NOTING THAT THE 'FACILITIES ARE CLOSED' 2. OR THAT THE AREA IS A 'CONSTRUCTION AREA' WHERE OR THAT THE AREA IS A 'CONSTRUCTION AREA' WHERE REQUIRED. E. FOR UNSCHEDULED WORK, THE CONTRACTOR SHALL PROVIDE FOR UNSCHEDULED WORK, THE CONTRACTOR SHALL PROVIDE A BYPASS OF SEWER WHILE REMOVING AND REPLACING THE BYPASS OF SEWER WHILE REMOVING AND REPLACING THE SANITARY LINE IF THE SHUTDOWN EXCEEDS TWO HOURS. F. JACK HAMMERING, SAWCUTTING AND WORK THAT GENERATES JACK HAMMERING, SAWCUTTING AND WORK THAT GENERATES HIGH NOISE LEVELS SHALL BE PERFORMED AFTER NORMAL USDA WORKING HOURS. NORMAL USDA WORKING HOURS ARE 8:00 A.M. TO 4:30 P.M. THE CONTRACTOR WILL BE ABLE TO WORK FROM 7:00 A.M. TO 6:00 P.M. G. THE CONTRACTOR SHALL VERIFY EXISTING PIPING TYPE PRIOR THE CONTRACTOR SHALL VERIFY EXISTING PIPING TYPE PRIOR TO BEGINNING MAJOR DEMOLITION WORK. HAVE ON HAND MATERIAL REQUIRED TO COMPLETE CONSTRUCTION IN A TIMELY MANNER.

AutoCAD SHX Text A. THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. THE ORIGINAL BUILDING ADDITION WAS UNKNOWINGLY BUILT THE ORIGINAL BUILDING ADDITION WAS UNKNOWINGLY BUILT ON TOP OF ANIMAL MANURE WINDROWS. SETTLEMENT IN THESE AREAS OCCURRED JUST AFTER THE BUILDING WAS OCCUPIED. AT THAT TIME, MICROPILING AND A STRUCTURAL SLAB WAS CONSTRUCTED TO MITIGATE THE BUILDING SLAB AND STRUCTURAL SETTLEMENT. THE GENERAL LIMITS OF THIS REPAIR AND SETTLEMENT ARE NOTED ON THE STRUCTURAL SHEETS. 2. THE INTENT OF THE WORK IS TO REPLACE THE MAIN THE INTENT OF THE WORK IS TO REPLACE THE MAIN LATERAL THAT IS DIRECTLY AFFECTED BY SETTLEMENT. 3. THE SERVICE LATERALS THAT TIE TO THE MAIN LATERAL THE SERVICE LATERALS THAT TIE TO THE MAIN LATERAL HAVE INVERTS THAT ARE APPROXIMATELY A FOOT AND A HALF TO TWO FEET ABOVE THE MAIN. DURING THE DESIGN A VIDEO OF THE LINES WERE PERFORMED AND THEY WERE DRAINING PROPERLY. SO, IT WAS CONCLUDED THAT THE MAJORITY OF SETTLEMENT HAS OCCURRED AND IS UNIFORM IN THE LATERAL ALLOWING THE MAJORITY OF THE ANTICIPATED FLOW THROUGH THE PIPE.

AutoCAD SHX Text

DESIGN NARRATIVE FOR PROJECT SCOPE

AutoCAD SHX Text

STRUCTURAL NOTES

AutoCAD SHX Text A. REVIEW ALL PROJECT DOCUMENTS PRIOR TO BIDDING. REVIEW ALL PROJECT DOCUMENTS PRIOR TO BIDDING. REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO BIDDING WORK. DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. B. THE EXTENT OF UNDERGROUND UTILITIES IS UNKNOWN. IT THE EXTENT OF UNDERGROUND UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING CONSTRUCTION DURING EXCAVATION. C. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE CONTRACTING OFFICER. D. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. E. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS AND MAKE MINOR ADJUSTS IN PLUMBING ALIGNMENT TO ADDRESS INTERFERENCE. F. EXCAVATING UNDER OR NEAR IN-PLACE EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ FOUNDATIONS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED. SLAB ON GRADE NOTES: A. CAPILLARY BARRIER SHALL BE A COMPACTED DURABLE CAPILLARY BARRIER SHALL BE A COMPACTED DURABLE COARSE AGGREGATE WITH #57 GRADATION OR APPROVED EQUAL. B. VAPOR RETARDERS SHALL MEET THE REQUIREMENTS OF VAPOR RETARDERS SHALL MEET THE REQUIREMENTS OF ASTM E1745. ALL LAPS SHALL BE SEALED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. C. CONCRETE SHALL OBTAIN A MINIMUM 4000 PSI STRENGTH CONCRETE SHALL OBTAIN A MINIMUM 4000 PSI STRENGTH AT 28 DAYS. CONCRETE SLUMP SHALL BE BETWEEN 3" AND 5" UNLESS PRIOR APPROVAL IS RECEIVED IN WRITING FROM THE CONTRACTING OFFICER. D. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL DEMONSTRATE THE STABILITY OF THE SUB-GRADE. E. IMPORTED SOIL SHALL BE CLASSIFIED AS: SP, SP-SM, GP, IMPORTED SOIL SHALL BE CLASSIFIED AS: SP, SP-SM, GP, GW, SW, SC OR SM (WITH LESS THAN 15% PASSING A #200 SIEVE). F. CONCRETE AGGREGATES SHALL BE SELECTED TO MINIMIZE CONCRETE AGGREGATES SHALL BE SELECTED TO MINIMIZE SHRINKAGE, FACILITATE CONSTRUCTION AND CONFORM TO ASTM C33/C33M, UNIFORMLY GRADED AND AS FOLLOWS: NOMINAL MAXIMUM AGGREGATE SIZE OF 1 INCH. A COMBINED SIEVE ANALYSIS MUST INDICATE A WELL GRADED AGGREGATE FROM COARSEST TO FINEST WITH NOT MORE THAN 18 PERCENT AND NOT LESS THAN 8 PERCENT RETAINED ON AN INDIVIDUAL SIEVE, EXCEPT THAT LESS THAN 8 PERCENT MAY BE RETAINED ON COARSEST SIEVE AND ON NO. 50 SIEVE, AND LESS THAN 8 PERCENT MAY BE RETAINED ON SIEVES FINER THAN NO. 50.

AutoCAD SHX Text REINFORCED CONCRETE A. ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318. B. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. LOCATION SLUMP MAX. AGGREGATE SLUMP MAX. AGGREGATE MAX. AGGREGATE SLAB 4" ± 1" ASTM #57 4" ± 1" ASTM #57 ASTM #57 C. USE REGULAR WEIGHT CONCRETE. SUBMIT DESIGN MIX FOR USE REGULAR WEIGHT CONCRETE. SUBMIT DESIGN MIX FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE. ALL MIX DESIGNS MUST CLEARLY INDICATE INTENDED USE AND LOCATION. D. REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615, GRADE 60, WITH MINIMUM YIELD STRENGTH = 60,000 PSI. E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A185. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A185. F. LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. G. MATCH EXISTING CONTROL JOINT ALIGNMENT AND MATCH EXISTING CONTROL JOINT ALIGNMENT AND CONSTRUCTION. PROVIDE A SAWED AND SEALED JOINT. H. PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING: SLABS (TOP AND BOTTOM STEEL) (TOP AND BOTTOM STEEL) INTERIOR 1" CLR. I. PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318 (6.3). J. PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP IN SLABS LIMIT FREE FALL DROP TO 3'-0". ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING CONVEYING AND PLACEMENT. K. ADHESIVE ANCHORS SHALL CONSIST OF ALL-THREAD A307 ADHESIVE ANCHORS SHALL CONSIST OF ALL-THREAD A307 ROD GROUTED WITH A LOW DEFLECTION CERAMIC-FILLED EPOXY INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL.

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

BUILDING 024 SANITARY SEWER REPAIR

AutoCAD SHX Text

NATIONAL ANIMAL DISEASE CENTER

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text T101

AutoCAD SHX Text 2 16

AutoCAD SHX Text 5/18/17

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1336-M

AutoCAD SHX Text

ROBBINS

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

A'HEARN

KEY PLAN

EXISTING FOUNDATION PLAN

TYP. EXISTING SLAB (W/O MICRO PILES) TYP. EXISTING SLAB (W/ MICRO PILES)

AutoCAD SHX Text

VB50

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text S2

AutoCAD SHX Text S3

AutoCAD SHX Text S4

AutoCAD SHX Text S5

AutoCAD SHX Text S2.5

AutoCAD SHX Text H.5

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-42

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX Text

HD VET

AutoCAD SHX Text

FARM MGR

AutoCAD SHX Text

VET

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

LN BULK (NIC)

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 1911A

AutoCAD SHX Text

CLOTHING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

SPREAD FOOTING SCHEDULE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

PLAN SIZE

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text F3

AutoCAD SHX Text F4

AutoCAD SHX Text

6'-0" SQ.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

7-#5 EW - BOTTOM

AutoCAD SHX Text

4'-0" SQ.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

5-#5 EW - BOTTOM

AutoCAD SHX Text

5'-0" SQ.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

6-#5 EW - BOTTOM

AutoCAD SHX Text

7'-0" SQ.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

PILASTER SCHEDULE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

PILASTER SIZE

AutoCAD SHX Text

VERT. REINF.

AutoCAD SHX Text

TIES TOP

AutoCAD SHX Text P1

AutoCAD SHX Text 2'-0"X2'-0"

AutoCAD SHX Text

TIES BAL

AutoCAD SHX Text 8-#8

AutoCAD SHX Text

#3 TIES 3 @ 2"

AutoCAD SHX Text #3 @ 12"

AutoCAD SHX Text

#3 TIES 3 @ 2"

AutoCAD SHX Text

#3 TIES 3 @ 2"

AutoCAD SHX Text

#3 TIES 3 @ 2"

AutoCAD SHX Text 2'-6"X2'-6"

AutoCAD SHX Text 12 #8

AutoCAD SHX Text P2

AutoCAD SHX Text P3

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 6 #6

AutoCAD SHX Text

P4-BOLLARD

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 6-#8

AutoCAD SHX Text

NOTE: 1. PILASTERS TO BE CENTERED UNDER COLUMN U.N.O.

AutoCAD SHX Text #3 @ 12"

AutoCAD SHX Text

COLUMN SCHEDULE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

ANCHOR BOLTS

AutoCAD SHX Text C2

AutoCAD SHX Text C1

AutoCAD SHX Text C3

AutoCAD SHX Text C4

AutoCAD SHX Text

HSS 6X6X 1/4

AutoCAD SHX Text 3/4"X12"X1'-0"

AutoCAD SHX Text

(4) 3/4" DIA.

AutoCAD SHX Text

10" DIA XS PIPE

AutoCAD SHX Text 1 1/2"X18"X1'-6"

AutoCAD SHX Text

(4) 3/4" DIA. WELDED WASHERS

AutoCAD SHX Text

HSS 6X6X 5/8

AutoCAD SHX Text 3/4"X12"X1'-0"

AutoCAD SHX Text

(4) 3/4" DIA.

AutoCAD SHX Text

5" DIA STD PIPE

AutoCAD SHX Text 3/4"X12"X1'-0"

AutoCAD SHX Text

(4) 3/4" DIA.

AutoCAD SHX Text

NOTE: 1. FOOTINGS TO BE CENTERED UNDER COLUMN U.N.O.

AutoCAD SHX Text

8-#5 EW - TOP & BOTTOM

AutoCAD SHX Text

NOTE: 1. COLUMNS TO BE CENTERED AT GRID LINES U.N.O.

AutoCAD SHX Text F5

AutoCAD SHX Text 5'-0"x7'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

8-#5 SHORT - TOP & BOTTOM

AutoCAD SHX Text

6-#5 LONG - TOP & BOTTOM

AutoCAD SHX Text

EA SET: #3 TIES 3 @ 2"

AutoCAD SHX Text

P5-BOLLARD

AutoCAD SHX Text 2'-0"X4'-0"

AutoCAD SHX Text #3 @ 12"

AutoCAD SHX Text

(2) SETS OF 8 #7

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text 3/4"X12"X1'-3"

AutoCAD SHX Text

AT TYP COL

AutoCAD SHX Text

AT VB CONN

AutoCAD SHX Text

SEE B/S9.3.2

AutoCAD SHX Text

SEE B/S9.3.2

AutoCAD SHX Text

AutoCAD SHX Text C1

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text P2

AutoCAD SHX Text

F1 T/FTG= -3'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

F1 T/FTG= -3'-0"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F2 T/FTG= -3'-0"

AutoCAD SHX Text

F2 T/FTG= -3'-0"

AutoCAD SHX Text

F1 T/FTG= -3'-0"

AutoCAD SHX Text

F1 T/FTG= -3'-0"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F2 T/FTG= -7'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text

GB STEP

AutoCAD SHX Text

GB STEP

AutoCAD SHX Text

GB STEP

AutoCAD SHX Text

GB STEP

AutoCAD SHX Text

T/SL= -6"

AutoCAD SHX Text

T/SL= -1 1/4"

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C2

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text C3

AutoCAD SHX Text C4

AutoCAD SHX Text P1

AutoCAD SHX Text

F5 T/FTG= -7'-0"

AutoCAD SHX Text P3

AutoCAD SHX Text P1

AutoCAD SHX Text

F1 T/FTG= -7'-0"

AutoCAD SHX Text

T/GB= -2'-8"

AutoCAD SHX Text

T/GB= -4'-8"

AutoCAD SHX Text

T/GB= -4'-8"

AutoCAD SHX Text

F3 T/FTG= -3'-0"

AutoCAD SHX Text

KN1

AutoCAD SHX Text

T/SL= -1 1/4"

AutoCAD SHX Text

T/GB= -2'-8"

AutoCAD SHX Text

T/GB= -4'-8"

AutoCAD SHX Text

F4 T/FTG= -6'-6"

AutoCAD SHX Text P5

AutoCAD SHX Text

F1 T/FTG= -3'-0"

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text P4

AutoCAD SHX Text

KN4

AutoCAD SHX Text

KN5

AutoCAD SHX Text

KN5

AutoCAD SHX Text

P4 (4) PLACES KN2

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

F4 T/FTG= -2'-6"

AutoCAD SHX Text

P4 (4) PLACES

AutoCAD SHX Text P4

AutoCAD SHX Text

P4 (3) PLACES

AutoCAD SHX Text

T/WALL = 0'-0"

AutoCAD SHX Text

T/FTG= -7'-0"

AutoCAD SHX Text

T/SL= -6" SEE KN1, KN6

AutoCAD SHX Text

T/SL= -3" COORD WITH EXISTING EQUIPMENT; SEE KN6

AutoCAD SHX Text

T/SL= -1'-0" SEE KN6

AutoCAD SHX Text C1

AutoCAD SHX Text P1

AutoCAD SHX Text

CL STORM DRAIN SEE W/S3.3.1

AutoCAD SHX Text

F1 T/FTG= -3'-0"

AutoCAD SHX Text

KN7

AutoCAD SHX Text

KN7

AutoCAD SHX Text

BEAM ABOVE F/S9.3.2

AutoCAD SHX Text

F1 T/FTG= -1'-0"

AutoCAD SHX Text

BM ABOVE F/S9.3.2

AutoCAD SHX Text P1

AutoCAD SHX Text

T/SL= -6"

AutoCAD SHX Text T/F= -7'-0"

AutoCAD SHX Text P4

AutoCAD SHX Text T/W= 0'-0"

AutoCAD SHX Text

P4 (5) PLACES

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39A

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX Text

HD VET

AutoCAD SHX Text

FARM MGR

AutoCAD SHX Text

VET

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

LN BULK (NIC)

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 1911A

AutoCAD SHX Text

CLOTHING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

BLDG 20

AutoCAD SHX Text

BLDG 21

AutoCAD SHX Text

4" COMPACTED GRANULAR FILL

AutoCAD SHX Text

VAPOR RETARDER

AutoCAD SHX Text 6"x6" W2.9xW2.9

AutoCAD SHX Text

VAPOR RETARDER

AutoCAD SHX Text

GRANULAR FILL ON EARTH

AutoCAD SHX Text

MICROPILE

AutoCAD SHX Text

#5 @ 12" O.C., EACH WAY, TOP AND BOTTOM

AutoCAD SHX Text 12"x12"x3/4" BASE PLATE (TYP.)

AutoCAD SHX Text

BLDG 24

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S101

AutoCAD SHX Text

LEGEND: EXISTING SLAB W/ MICROPILES MICROPILE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S101

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S101

AutoCAD SHX Text 24'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

EPM

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

BUILDING 024 SANITARY SEWER REPAIR

AutoCAD SHX Text

NATIONAL ANIMAL DISEASE CENTER

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

EXISTING FOUNDATION PLAN

AutoCAD SHX Text S101

AutoCAD SHX Text 3 16

AutoCAD SHX Text 5/18/17

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1336-M

AutoCAD SHX Text

ROBBINS

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

DIMENSIONED PILE PLAN

LEGEND:

MODIFIED SLAB

MICROPILE

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX Text

HD VET

AutoCAD SHX Text

FARM MGR

AutoCAD SHX Text

VET

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

LN BULK (NIC)

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 1911A

AutoCAD SHX Text

CLOTHING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text S2

AutoCAD SHX Text S3

AutoCAD SHX Text S4

AutoCAD SHX Text S5

AutoCAD SHX Text S2.5

AutoCAD SHX Text H.5

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39A

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX Text

HD VET

AutoCAD SHX Text

FARM MGR

AutoCAD SHX Text

VET

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

LN BULK (NIC)

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 1911A

AutoCAD SHX Text

CLOTHING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

BLDG 20

AutoCAD SHX Text

BLDG 21

AutoCAD SHX Text GENERAL NOTES: 1. FINISH FLOOR ELEVATION = 1001.25' FINISH FLOOR ELEVATION = 1001.25' 2. ALL DIMENSIONS TO CENTER LINES UNLESS ALL DIMENSIONS TO CENTER LINES UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

BLDG 24

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S102

AutoCAD SHX Text 24'

AutoCAD SHX Text

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

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

EPM

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

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

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

BUILDING 024 SANITARY SEWER REPAIR

AutoCAD SHX Text

NATIONAL ANIMAL DISEASE CENTER

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

DIMENSIONED PILE PLAN

AutoCAD SHX Text S102

AutoCAD SHX Text 4 16

AutoCAD SHX Text 5/18/17

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1336-M

AutoCAD SHX Text

ROBBINS

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

EXISTING FLOOR PLAN

AutoCAD SHX Text

45 LOCKERS

AutoCAD SHX Text

45 LOCKERS

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

SERUM

AutoCAD SHX Text

BANKING EQ

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text 1737L

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

IDF

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-34

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

AutoCAD SHX Text 4C

AutoCAD SHX Text 1633A

AutoCAD SHX Text

TISSUE

AutoCAD SHX Text

CULTURE

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text 1637L

AutoCAD SHX Text

CANDLING

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

VIRUS

AutoCAD SHX Text

ISO

AutoCAD SHX Text

TLT

AutoCAD SHX Text

TLT

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text 1540A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-41

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text 1440A

AutoCAD SHX Text

MEN

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-24

AutoCAD SHX Text

TLT

AutoCAD SHX Text

TLT

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-23

AutoCAD SHX Text

IDF

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

AutoCAD SHX Text 4C

AutoCAD SHX Text 1334B

AutoCAD SHX Text

AutoCAD SHX Text 1334A

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

SORT

AutoCAD SHX Text

UNION

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

AutoCAD SHX Text 1234A

AutoCAD SHX Text 4C

AutoCAD SHX Text 1234B

AutoCAD SHX Text

MASS

AutoCAD SHX Text

SPEC

AutoCAD SHX Text

EQUIP

AutoCAD SHX Text

CULTURE

AutoCAD SHX Text

STAIR #5

AutoCAD SHX Text

STAIR #6

AutoCAD SHX Text

ELEV #5

AutoCAD SHX Text

ELEV #3

AutoCAD SHX Text

ELEV #4

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

EMER

AutoCAD SHX Text

ELEC

AutoCAD SHX Text 1240A

AutoCAD SHX Text

MECH SHAFT

AutoCAD SHX Text

VEST

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-38

AutoCAD SHX Text

CONF

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

CONF

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

CONF

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

MECH

AutoCAD SHX Text 1338A

AutoCAD SHX Text

MECH

AutoCAD SHX Text 1638A

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-42

AutoCAD SHX Text

MECH SHAFT

AutoCAD SHX Text

MECH SHAFT

AutoCAD SHX Text

STAIR #8

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX Text

HD VET

AutoCAD SHX Text

FARM MGR

AutoCAD SHX Text

VET

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

LN BULK (NIC)

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text 1911A

AutoCAD SHX Text

CLOTHING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEC

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text S2

AutoCAD SHX Text S3

AutoCAD SHX Text S4

AutoCAD SHX Text S5

AutoCAD SHX Text S2.5

AutoCAD SHX Text H.5

AutoCAD SHX Text

ROOF HT ~20'

AutoCAD SHX Text

LAY-IN CEILING HT 11'

AutoCAD SHX Text

ROOF HT 20'

AutoCAD SHX Text

ROOF HT 20'

AutoCAD SHX Text PROVIDE TEMPORARY PARTITION DURING CONSTRUCTION FOR DUST CONTROL. AT A MINIMUM PARTITION SHALL BE 3-5/8" METAL STUDS AT 24" O.C. WITH 1/2" GYPSUM BOARD ON ONE SIDE (NON-WORK AREA SIDE). DRYWALL SHALL BE TAPED BUT NOT FINISHED.

AutoCAD SHX Text

APPROX. ALIGNMENT OF PIPE REPLACEMENT

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39

AutoCAD SHX Text

PEDESTRIAN

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text 1-39A

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-50

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-51

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-52

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-51A

AutoCAD SHX Text

CORR

AutoCAD SHX Text 1-53

AutoCAD SHX Text

VEST

AutoCAD SHX Text 1-53A

AutoCAD SHX Text

TRASH/

AutoCAD SHX Text

RECYCLE

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1914B

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1914A

AutoCAD SHX Text

TOUCH

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RECEIVING

AutoCAD SHX Text

DOCK/STAGING

AutoCAD SHX Text

LN FILL

AutoCAD SHX Text

VEHICLE CHARGING

AutoCAD SHX Text

LN ARCHIVE

AutoCAD SHX Text

FREEZERS

AutoCAD SHX Text 1914C

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916A

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

COOLER

AutoCAD SHX Text 1916B

AutoCAD SHX Text

SHIPPING

AutoCAD SHX Text

IT STORAGE/

AutoCAD SHX Text

WORK ROOM

AutoCAD SHX Text

CONDITIONED

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

MAINTENANCE SHOP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

IDF

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SERVICES

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text 1935A

AutoCAD SHX Text

COATS

AutoCAD SHX Text

MUD

AutoCAD SHX Text 1937A

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

ARS SPV

AutoCAD SHX Text

VET

AutoCAD SHX Text

VET

AutoCAD SHX…

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

File details come from the government source that posted it. Updated Nov 14, 2017.