USDA_Ames_Bldg_152_DemoDrawings.pdf

PDF 6 MB Posted Aug 20, 2019

Attached to: Demo Bldg 152 Change House Federal contract opportunity
Solicitation number: 12619719B0006
Issued by: Department of Agriculture Animal and Plant Health Inspection Service Veterinary Services

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File	Type	Posted
A00001Bldg._152_Demo_Pre-Bid_Site_Visit_Questions_from_9-6-2019.doc	DOC document	Sep 11, 2019
A000112619719B0006.pdf	PDF	Sep 11, 2019
A00001Bldg._152_Demo_Pre-Bid_sign-in_sheet_9-6-2019.pdf	PDF	Sep 11, 2019
Building_152_Demolition_specification_appendices.pdf	PDF	Aug 20, 2019
12619719B0006.docx	DOCX document	Aug 20, 2019
General_Decision_NumberAsbestos_worker.docx	DOCX document	Aug 20, 2019
12619719B00061442.pdf	PDF	Aug 20, 2019
Final_Specifications_B_152_Demolition.pdf	PDF	Aug 20, 2019

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D A

Y T

O N

V E

N U

VICINITY MAP

USDA, NATIONAL CENTERS FOR ANIMAL HEALTH

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

DRAWING NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

LOCATION MAP

USDA

DEMOLISH BUILDING 152 CHANGE HOUSE

CONTRACT NUMBER: AG-32SD-C-15-0045

1"=400'

1"=2 MILES

1920 DAYTON AVENUE

AMES, IOWA 50010

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DAYTON AVE

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TO AMES

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MAIN GATE CONTRACTOR ACCESS

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PEDESTRIAN

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WALKWAY

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PEDESTRIAN

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WALKWAY

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DOWN

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LN BULK (NIC)

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BLDG 20

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BLDG 21

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BLDG 22

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CONTRACTOR'S LAYDOWN/JOB TRAILER (AS REQ'D)

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GENERAL CONSTRUCTION LIMITS (BUILDING 152)

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INTERSTATE RIGHT OF WAY FENCE

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SECURITY FENCE

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BLDG 20

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BLDG 21

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BLDG 22

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CONTRACTOR HAUL ROUTE

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WATER TOWER

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COOLING TOWER

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TITLE SHEET

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U.S. HWY 30

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U.S. INTERSTATE 35

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U.S. HWY 69

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DAYTON AVE

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TO MASON CITY

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TO DES MOINES

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SITE DEMOLITION PLAN

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DEMO DETAILS & SCHEDULES

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DEMO ELECTRICAL SITE PLAN

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GENERAL NOTES

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EXISTING SITE PLAN

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EROSION CONTROL DETAILS

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DEMO FLOOR PLAN

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AD100

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COR

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REVISIONS

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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EPM

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REAL PROPERTY

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DATE

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PROJECT NO.

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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A-E FIRM

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

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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USDA AGRICULTURAL RESEARCH SERVICE

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DEMOLISH BUILDING 152 CHANGE HOUSE

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

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TITLE SHEET

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AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

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ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

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AD200

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PROPOSED SITE PLAN

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SITE DETAILS

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DEMO ELECTRICAL PLAN

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ED200

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PROPOSED ELECTRICAL

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EROSION CONTROL PLAN

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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REAL PROPERTY

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EPM

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DATE

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PROJECT NO.

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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A-E FIRM

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

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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USDA AGRICULTURAL RESEARCH SERVICE

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DEMOLISH BUILDING 152 CHANGE HOUSE

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

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GENERAL NOTES

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AEJ

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PLAINS AREA

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AMES, IOWA

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ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

AutoCAD SHX Text DEMOLITION NOTES D-1 PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT. . D-2 AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE (OR SIMILAR) TO ISOLATE HAZARD AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. D-3 CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION CAUSED CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION CAUSED BY WEATHER. DEWATER ALL OPEN SUBGRADES AS REQUIRED TO MAINTAIN STABILITY. D-4 AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED FOR PHASING AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED FOR PHASING AND CONSTRUCTION. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). D-5 THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS. D-6 THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION 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. D-7 IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL COMPONENTS DURING EXECUTION OF THIS CONTRACT. D-8 THE CONTRACTOR SHALL REMOVE, CAP AND TERMINATE ALL UTILITIES AT THEIR THE CONTRACTOR SHALL REMOVE, CAP AND TERMINATE ALL UTILITIES AT THEIR POINTS OF CONNECTION. CONDUITS AND PIPING UNDER ADJACENT PAVEMENTS AND BEYOND THE WORK LIMITS SHALL BE FILLED WITH A FLOWABLE GROUT, UNTIL VISUALLY VERIFIED AT THE REMOTE END OF THE PIPING/CONDUIT. D-9 OWNERSHIP OF DEMOLISHED MATERIAL, NOT LISTED AS REQUIRED TO BE TRANSFERRED OWNERSHIP OF DEMOLISHED MATERIAL, NOT LISTED AS REQUIRED TO BE TRANSFERRED TO THE USDA, WILL BE THE PROPERTY OF THE CONTRACTOR AND WILL BE DISPOSED OF ACCORDING TO THE MOST STRINGENT FEDERAL, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR MUST GENERATE A MANIFEST FOR ALL DISPOSED MATERIALS AND PROVIDE A COPY TO THE CONTRACTING OFFICER. MATERIALS NOTED FOR TRANSFER TO THE USDA FOR HANDLING ARE NOTED IN TABLE 1 THIS SHEET. D-10 FOR ALL ABATEMENT OPERATIONS, THE CONTRACTOR SHALL PROVIDE A COPY OF FOR ALL ABATEMENT OPERATIONS, THE CONTRACTOR SHALL PROVIDE A COPY OF RECORDS FOR TRAINING AND CERTIFICATION OF ABATEMENT PERSONAL TO THE USDA. PROVIDE USDA WITH A COPY OF ALL IOWA DEPARTMENT OF NATURAL RESOURCES ISSUED PERMITS A MINIMUM OF ONE WEEK PRIOR TO BEGINNING WORK. D-11 THE BUILDING COMPONENTS AND ITS CONTENTS WILL BE REMOVED IN ITS ENTIRETY. THE BUILDING COMPONENTS AND ITS CONTENTS WILL BE REMOVED IN ITS ENTIRETY. WASTE FOR BUILDING DEMOLITION MATERIALS IS ANTICIPATE TO EXCEED 300 TONS SO REGULATIONS REQUIRE NON-HAZARDOUS MATERIAL (INCLUDING BRICK AND CONCRETE) TO BE RECYCLED WHERE POSSIBLE. DEMOLITION MATERIALS THAT ARE GENERATED SHALL BE DIVERTED FROM THE LANDFILL TO THE GREATEST EXTENT PRACTICAL. THE REMAINING (NON-RECYCLIBLE) WASTE SHALL DISPOSED OF IN THE BOONE COUNTY LANDFILL. THE CONTRACTOR SHALL CONVEY ALL CONCRETE AND BRICK MATERIAL TO A VENDOR THAT, THROUGH NOTICE TO THE IOWA DEPARTMENT OF NATURAL RESOURCES, WILL RECYCLE THESE ITEMS. GENERATED WASTE, THAT CANNOT BE RECYCLED OR RE-UTILIZED, WILL BE DISPOSED OF AS REQUIRED BY LOCAL REQUIREMENTS. CONTACT THE IOWA WASTE EXCHANGE (IWE) RESOURCE SPECIALIST FOR A CURRENT LIST OF POTENTIAL VENDORS AT (319) 404-1942. PROVIDE WEIGHT TICKETS OR PERCENT OF WASTE RECYCLED TO THE USDA. D-12 COORDINATE UTILITY WORK WITH THE APPROPRIATE UTILITY COMPANY AND USDA. COORDINATE UTILITY WORK WITH THE APPROPRIATE UTILITY COMPANY AND USDA. D-13 VERIFY UTILITIES INDICATED TO BE REMOVED IN THESE DOCUMENTS DO NOT SERVE OTHER FACILITIES PRIOR TO BEGINNING DEMOLITION.

AutoCAD SHX Text GENERAL NOTES GN-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. THE THE CONTRACTOR SHALL IMMEDIATELY COMMUNICATE, IN WRITING TO THE CONTRACTING OFFICER, CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE INSUFFICIENT, INADEQUATE OR INCORRECT FOR PERFORMING THE CONSTRUCTION WORK. GN-2 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS LOCATED AT EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS LOCATED AT THE TIME OF THE DESIGN SITE VISIT. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, NOTE EXISTING CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. UNDERGROUND UTILITIES AND OBSTRCTIONS WERE NOT IDENTIFIED DURING THE DESIGN OF THIS PROJECT. THE THE EXTENT OF UNDERGROUND UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING CONSTRUCTION DURING EXCAVATION. GN-3 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 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. GN-4 VERIFY EXISTING CONDITIONS. WHEN SPECIFIC INFORMATION IS INCORRECT, MISSING OR VERIFY EXISTING CONDITIONS. WHEN SPECIFIC INFORMATION IS INCORRECT, MISSING OR IS IN CONFLICT, BRING THE CONFLICT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK RELATED TO THAT ITEM. GN-5 THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE NEW UTILITIES THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE NEW UTILITIES AND SERVICE. GN-6 THE SITE SHALL BE BACKFILLED WITH BORROW SIMILAR TO NATIVE SOILS AND GRADED THE SITE SHALL BE BACKFILLED WITH BORROW SIMILAR TO NATIVE SOILS AND GRADED TO PROVIDE POSITIVE DRAINAGE AT THE COMPLETION OF THE CONTRACT. ALL DISTURBED AREAS SHALL SHALL HAVE TURF ESTABLISHED TO PREVENT EROSION OF SOILS AND SUBGRADES. COMPACT TO 85% STANDARD PROCTOR.

AutoCAD SHX Text PHASING/ACCESS NOTES P/A-1 THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF CONSTRUCTION TO THE 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 THE LENGTHS OF ANTICIPATED INTERRUPTIONS AND HOW THE CONTRACTOR WILL MINIMIZE INTERRUPTIONS TO THE GOVERNMENT'S NORMAL OPERATIONS. P/A-2 THE CONTRACTOR, SUB-CONTRACTORS AND ALL VENDORS MUST COMPLY WITH THE THE CONTRACTOR, SUB-CONTRACTORS AND ALL VENDORS MUST COMPLY WITH THE NATIONAL CENTERS FOR ANIMAL HEALTH'S SECURITY AND ACCESS REQUIREMENTS. ACCESS REQUIREMENTS. P/A-3 PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL PROVIDE EITHER TEMPORARY OR PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL PROVIDE EITHER TEMPORARY OR THE REQUIRED PERMANENT SECURITY FENCING TO ISOLATE UNAUTHORIZED ACCESS TO THE EAST OF BUILDING 152 (SEE FIGURE 1 THIS SHEET).

AutoCAD SHX Text ENVIRONMENTAL/PERMITTING NOTES E/P-1 THE CONTRACTOR SHALL APPLY AS THE OPERATOR FOR REQUIRED PERMITS AND THE CONTRACTOR SHALL APPLY AS THE OPERATOR FOR REQUIRED PERMITS AND PROVIDE ALL FEES/APPLICATIONS/NOTICES REQUIRED FOR THE PROPOSED CONSTRUCTIONS. E/P-2 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. E/P-3 SEE PROJECT SPECIFICATIONS FOR THE RESULTS OF HAZARDOUS MATERIALS/ SEE PROJECT SPECIFICATIONS FOR THE RESULTS OF HAZARDOUS MATERIALS/ ENVIRONMENTAL TESTING. E/P-4 THE CONTRACTOR SHALL ASSUME THAT ALL EXISTING PAINT COATINGS CONTAIN LEAD. THE CONTRACTOR SHALL ASSUME THAT ALL EXISTING PAINT COATINGS CONTAIN LEAD. THE PAINTED BUILDING MATERIALS CAN BE DISPOSED OF AS NORMAL CONSTRUCTION WASTE WITH THE COATINGS INTACT. THE CONTRACTOR SHALL PROVIDE OSHA WORKER PROTECTION FOR ALL PERSONNEL DISTURBING COATINGS DURING WORK ACTIVITIES. E/P-5 THE CONTRACTOR SHALL ASSUME THAT THE ROOFING UNDER THE METAL ROOFING IS THE CONTRACTOR SHALL ASSUME THAT THE ROOFING UNDER THE METAL ROOFING IS A BUILT-UP ROOFING SYSTEM AND THAT BUILT-UP ROOFING MATERIAL CONTAINS ASBESTOS AND SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

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TABLE 1

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SCHEDULE OF MATERIALS TRANSFERRED TO THE USDA FOR HANDLING

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POTENTIAL HAZARD

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ANTICIPATED ITEM

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NOTE

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PCB

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LIGHT BALAST

AutoCAD SHX Text THE USDA WILL PROVIDE DISPOSAL CONTAINERS IN BUILDING 152. THE CONTRACTOR SHALL IDENTIFY & DOCUMENT THE TOTAL NUMBER OF UNITS, PLACE ITEMS IN CONTAINERS AND PROVIDE MANIFEST TO THE USDA. WITHIN 5 WORKING DAYS OF RECEIVING THE MANIFEST, THE USDA WILL REMOVE THE CONTAINERS FROM BUILDING 152 AND DISPOSE OF IN ACCORDANCE WITH USDA'S ENVIRONMENTAL PROTOCOL. .

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MERCURY

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THERMOSTATS

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MERCURY, HEAVY METALS

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LAMPS

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BUILDING 154

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BUILDING 152

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TIE TO EXISTING SECURITY FENCE POST

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TERMINATE WITH NO GAP EXCEEDING 4 INCHES

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CONTRACTOR LAYDOWN

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SCALE:1"=50'-0"

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FIGURE 1: 1"=50'

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SECURITY VEHICLE GATE AND OPERATOR

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CONTRACTOR ACCESS

AutoCAD SHX Text SERVICES/UTILITIES AND THEIR ANTICIPATED POINTS OF CONNECTION (POC) SERVICE ARE AS FOLLOWS: A. DOMESTIC WATER (ANTICIPATED POC - SITE WEST OF BUILDING 152) DOMESTIC WATER (ANTICIPATED POC - SITE WEST OF BUILDING 152) B. SANITARY SEWER (ANTICIPATED POC - SITE EAST OF BUILDING 152) SANITARY SEWER (ANTICIPATED POC - SITE EAST OF BUILDING 152) C. STORM SEWER/ROOF (ANTICIPATED POC - SITE WEST OF BUILDING 152) STORM SEWER/ROOF (ANTICIPATED POC - SITE WEST OF BUILDING 152) D. ELECTRICAL (ANTICIPATED POC - TRANSFORMER EAST OF BUILDING WITH ELECTRICAL (ANTICIPATED POC - TRANSFORMER EAST OF BUILDING WITH EMERGENCY POWER PROVIDED FROM BUILDING 154) E. COMMUNICATIONS (ANTICIPATED POC - HANDHOLE S.E. OF BUILDING 152) COMMUNICATIONS (ANTICIPATED POC - HANDHOLE S.E. OF BUILDING 152) F. STEAM/CONDENSATE (ANTICIPATED POC - BUILDING 154) STEAM/CONDENSATE (ANTICIPATED POC - BUILDING 154) G. CHILLED WATER (ANTICIPATED POC - DISCONNECTED IN SHED SOUTH OF CHILLED WATER (ANTICIPATED POC - DISCONNECTED IN SHED SOUTH OF BUILDING 154) H. COMPRESSED AIR (ANTICIPATED POC - BUILDING 154) COMPRESSED AIR (ANTICIPATED POC - BUILDING 154) I. SECURITY CONTROL (ANTICIPATED POC - BUILDING 154 ELECTRICAL ROOM) SECURITY CONTROL (ANTICIPATED POC - BUILDING 154 ELECTRICAL ROOM) FOR ADDITIONAL DETAILS, SEE SHEET C101.

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TEMPORARY CONSTRUCTION FENCE

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NORTH DAYTON AVENUE

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SIGN M

EXISTING SANITARY MH

RIM: 1004.78

6" PIPE: 995.33(NW)

8" PIPE: 944.73(N)

8" PIPE: 944.73(S)

EXISTING TRENCH

DRAIN

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RIM: 1008.01

12" RCP:

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6" R

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OVERHEAD ELECTRICAL LINE

BURIED ELECTRICAL LINE

POWER POLE

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BM #800 BURY BOLT ELEV: 1005.84 N: 3479950.39 E: 4899360.50

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CP #806 CUT "X" ELEV: 1006.10 N: 3479810.23 E: 4899592.31

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SLIDING GATE

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8' CHAINLINK FENCE

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8' CHAINLINK FENCE

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ENTRANCE KEYPAD

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TELEPHONE MH RIM: 1005.04

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3' DOOR FFE: 1005.75

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3' DOOR FFE: 1005.74

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STOP SIGN

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ASPHALT

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CONCRETE

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DRIP LINE

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ASPHALT

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CONCRETE

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METAL BUILDING

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EXISTING BUILDING 152

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METAL OVERHANG

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3' DOOR FFE: 1005.75

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3' DOOR FFE: 1005.63

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CONCRETE

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GRASS

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GRASS

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GRASS

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GRASS

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ROCK

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ROCK

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CP# 80505 NAIL ELEV: 1008.25 N: 3479970.62 E: 4899585.41

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CP# 804 CUT "X" ELEV: 1008.01 N: 3479953.27 E: 4899559.22

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CP# 803 CUT "X" ELEV: 1007.27 N: 3479871.45 E: 4899558.08

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2" PVC CONDUIT

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4" PVC CONDUIT

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ELECTRIC MH RIM: 1007.10

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ELECTRIC MH RIM: 1007.41

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3' DOOR FFE: 1005.63

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SWINGING GATE

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UTILITY BOX

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UTILITY BOX

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UTILITY BOX

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CONCRETE

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CONCRETE

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CONCRETE WALK

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CONCRETE WALK

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ROCK

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4" ELEC COND.

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INLETS

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INLETS

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INLETS

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CARD READER

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PAD MOUNTED TRANSFORMER

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GATE OPERATOR

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GAS PIPING

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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CONCRETE

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AutoCAD SHX Text 00.00

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%%UFIELD WORK COMPLETED:

AutoCAD SHX Text 08-10-2018

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%%UNOTES:

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%%USURVEY PREPARED BY:

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CLAPSADDLE-GARBER ASSOCIATES, INC. 1523 S. BELL AVE. SUITE 101 AMES, IOWA 50010

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1. ALL BEARINGS ARE THE RESULT OF G.P.S. ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. OBSERVATIONS. 2. ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D SURVEY QUALITY. 3. THIS SURVEY WAS COMPLETED ON NAD 83 DATUM. SUBTRACT 823.594 FROM THIS SURVEY WAS COMPLETED ON NAD 83 DATUM. SUBTRACT 823.594 FROM ELEVATIONS SHOWN TO GET TO THE CITY OF AMES DATUM. 4. UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (*) HAVE BEEN LOCATED UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (*) HAVE BEEN LOCATED PER THE FOLLOWING ASCE STANDARD "GUIDELINE FOR THE COLLECTION & DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" : (A) - PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE - PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED & SURVEYED UTILITIES) & SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL & VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15- MM VERTICAL & TO APPLICABLE HORIZONTAL SURVEY & MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. (B) -INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE -INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE & APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT & REDUCED ONTO PLAN DOCUMENTS. (C) -INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE-GROUND -INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES & BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (D) - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.

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%%UDATUM & COORDINATE SYSTEM

AutoCAD SHX Text VERTICAL THIS SURVEY WAS COMPLETED ON NAVD_88 DATUM. SUBTRACT 823.594 FROM ELEVATIONS SHOWN TO GET TO THE CITY OF AMES DATUM. HORIZONTAL THIS SURVEY WAS COMPLETED ON IOWA NORTH ZONE NAD_83 (1996)

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COR

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REVISIONS

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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REAL PROPERTY

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EPM

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DATE

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PROJECT NO.

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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A-E FIRM

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

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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USDA AGRICULTURAL RESEARCH SERVICE

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DEMOLISH BUILDING 152 CHANGE HOUSE

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

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EXISTING SITE PLAN

AutoCAD SHX Text C100

AutoCAD SHX Text 3 13

AutoCAD SHX Text 2/8/19

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AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

AutoCAD SHX Text P-022

AutoCAD SHX Text 2718-M

AutoCAD SHX Text

ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

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AutoCAD SHX Text 10'

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SCALE:1"=10'-0"

PLAN/TRUE NORTH

X X

XXX

W (D

B B

SIGN M

EXISTING SANITARY MH

RIM: 1004.78

6" PIPE: 995.33(NW)

8" PIPE: 944.73(N)

8" PIPE: 944.73(S)

EXISTING TRENCH

DRAIN & SLAB

(TO REMAIN)

EXISTING

INTAKE

RIM: 1008.01

12" RCP:

1005.59(E)

8" S

6" R

W(D)W(D)W(D)W(D)

W(D

W(D )W(D)W(D)W(D)

BEG

END

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BM #800 BURY BOLT ELEV: 1005.84 N: 3479950.39 E: 4899360.50

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CP #806 CUT "X" ELEV: 1006.10 N: 3479810.23 E: 4899592.31

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SLIDING GATE

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8' CHAINLINK FENCE

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8' CHAINLINK FENCE

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ENTRANCE KEYPAD

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TELEPHONE MH RIM: 1005.04

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3' DOOR FFE: 1005.75

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3' DOOR FFE: 1005.74

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STOP SIGN

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ASPHALT

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CONCRETE

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DRIP LINE

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ASPHALT

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CONCRETE

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METAL BUILDING

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EXISTING BUILDING

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METAL OVERHANG

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3' DOOR FFE: 1005.75

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3' DOOR FFE: 1005.63

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CONCRETE

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GRASS

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GRASS

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GRASS

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GRASS

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ROCK

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ROCK

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CP# 804 CUT "X" ELEV: 1008.01 N: 3479953.27 E: 4899559.22

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CP# 803 CUT "X" ELEV: 1007.27 N: 3479871.45 E: 4899558.08

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2" PVC CONDUIT

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4" PVC CONDUIT

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ELECTRIC MH RIM: 1007.10

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ELECTRIC MH RIM: 1007.41

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3' DOOR FFE: 1005.63

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SWINGING GATE

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UTILITY BOX

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UTILITY BOX

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UTILITY BOX

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CONCRETE

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CONCRETE

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CONCRETE WALK

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CONCRETE WALK

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ROCK

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INLETS

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INLETS

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INLETS

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CARD READER

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PAD MOUNTED TRANSFORMER

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GATE OPERATOR

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GAS PIPING (TO REMAIN)

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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WATER

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STORM

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STORM

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STORM

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SANITARY

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SANITARY

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ELECTRIC

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DATA

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SEWER

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CHILLED WATER SUPPLY & RETURN/STEAM/CONDENSATE WATER/COMPRESSED AIR

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APPROX. POC: WATER

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POC: SEWER

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POC: SEWER

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POC: DATA

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POC: ELECTRIC

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POC: ELECTRIC

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BUILDING 154 POC:STEAM/HOT WATER/COMPRESSED AIR

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%%UKEYED NOTES:

AutoCAD SHX Text REMOVE AND DISPOSE OF ALL BUILDING COMPONENTS, STRUCTURE AND REMOVE AND DISPOSE OF ALL BUILDING COMPONENTS, STRUCTURE AND UTILITIES INCLUDING FOUNDATION.

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COR

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REVISIONS

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AutoCAD SHX Text Service

AutoCAD SHX Text Research

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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REAL PROPERTY

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EPM

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DATE

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PROJECT NO.

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AutoCAD SHX Text

USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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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

DEMOLISH BUILDING 152 CHANGE HOUSE

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

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SITE DEMOLITION PLAN

AutoCAD SHX Text C101

AutoCAD SHX Text 4 13

AutoCAD SHX Text 2/8/19

AutoCAD SHX Text

AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

AutoCAD SHX Text P-022

AutoCAD SHX Text 2718-M

AutoCAD SHX Text

ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

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AutoCAD SHX Text 10'

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SCALE:1"=10'-0"

AutoCAD SHX Text REMOVE AND DISPOSE OF CONCRETE SIDEWALK. SEE SPECIFICATIONS AND REMOVE AND DISPOSE OF CONCRETE SIDEWALK. SEE SPECIFICATIONS AND ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING DETAIL.

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TRANSFORMER AND CONCRETE PAD (SEE ELECTRICAL SHEETS).

AutoCAD SHX Text REMOVE BUILDING UTILITIES TO THE LIMITS OF DISTURBANCE. CAP/TERMINATE REMOVE BUILDING UTILITIES TO THE LIMITS OF DISTURBANCE. CAP/TERMINATE AT THE UTILITY POINT OF CONNECTION. GROUT FILL ABANDONED CONDUIT OR PIPING NOT REMOVED.

AutoCAD SHX Text BACKFILL TO ELEVATION 1006+/-, GRADE TOPSOIL AND SEED. FINAL GRADING BACKFILL TO ELEVATION 1006+/-, GRADE TOPSOIL AND SEED. FINAL GRADING SHALL PREVENT THE PONDING OF WATER AND PROMOTE SHEETFLOW.

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LEGEND

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BUILDING DEMOLITION

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CONCRETE SIDEWALK DEMOLITION

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TRANSFORMER DEMOLITION

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LINEAR DEMOLITION

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PLAN/TRUE NORTH

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PAVEMENT DEMOLITION

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SAWCUT WHERE ABUT ITEMS ARE TO REMAIN AND REMOVE FULL CONCRETE PAVEMENT SECTION.

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LIMITS OF DISTURBANCE (AREA =19,000 SF)

AutoCAD SHX Text REMOVE SECURITY FENCING AND APPURTENANCES.REMOVE SECURITY FENCING AND APPURTENANCES.

AutoCAD SHX Text INTERCEPT STORM DRAINAGE PIPING FOR INSTALLATION OF NEW CATCH INTERCEPT STORM DRAINAGE PIPING FOR INSTALLATION OF NEW CATCH BASIN(SEE 'PROPOSED SITE')

AutoCAD SHX Text

SAWCUT

SAWCUT WHERE ABUTTING ITEMS TO REMAIN.SAWCUT WHERE ABUTTING ITEMS TO REMAIN.

X X

XXX

B B

SIGN M

EXISTING SANITARY MH

RIM: 1004.78

6" PIPE: 995.33(NW)

8" PIPE: 944.73(N)

8" PIPE: 944.73(S)

EXISTING TRENCH

DRAIN & SLAB TO

REMAIN

EXISTING

INTAKE

RIM: 1008.01

12" RCP:

1005.59(E)

BEG

END

AutoCAD SHX Text

BM #800 BURY BOLT ELEV: 1005.84 N: 3479950.39 E: 4899360.50

AutoCAD SHX Text

CP #806 CUT "X" ELEV: 1006.10 N: 3479810.23 E: 4899592.31

AutoCAD SHX Text

SLIDING GATE

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

ENTRANCE KEYPAD

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TELEPHONE MH RIM: 1005.04

AutoCAD SHX Text

STOP SIGN

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ASPHALT

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CONCRETE

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DRIP LINE

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ASPHALT

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CONCRETE

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CONCRETE

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GRASS

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GRASS

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GRASS

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GRASS

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ROCK

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ROCK

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CP# 80505 NAIL ELEV: 1008.25 N: 3479970.62 E: 4899585.41

AutoCAD SHX Text

CP# 804 CUT "X" ELEV: 1008.01 N: 3479953.27 E: 4899559.22

AutoCAD SHX Text

CP# 803 CUT "X" ELEV: 1007.27 N: 3479871.45 E: 4899558.08

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ELECTRIC MH RIM: 1007.10

AutoCAD SHX Text

ELECTRIC MH RIM: 1007.41

AutoCAD SHX Text

UTILITY BOX

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UTILITY BOX

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UTILITY BOX

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CONCRETE

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CONCRETE

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ROCK

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CARD READER

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GATE OPERATOR

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GAS PIPING

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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DATA

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%%UKEYED NOTES:

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PROVIDE NEW SECURITY FENCE.PROVIDE NEW SECURITY FENCE.

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COR

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REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

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SHEET

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DATE

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AutoCAD SHX Text P.A.

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FIRM

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NO.

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REAL PROPERTY

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EPM

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DATE

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PROJECT NO.

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AutoCAD SHX Text

USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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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

DEMOLISH BUILDING 152 CHANGE HOUSE

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text C102

AutoCAD SHX Text 5 13

AutoCAD SHX Text 2/8/19

AutoCAD SHX Text

AEJ

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AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

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AMES, IOWA

AutoCAD SHX Text P-022

AutoCAD SHX Text 2718-M

AutoCAD SHX Text

ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

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SCALE:1"=10'-0"

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LEGEND

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PROPOSED CONTOUR (1' INTERVAL)

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PLAN/TRUE NORTH

AutoCAD SHX Text PROVIDE NEW CATCH BASIN. FLOW LINE INVERT OF BASIN SHALL BE 0.2' PROVIDE NEW CATCH BASIN. FLOW LINE INVERT OF BASIN SHALL BE 0.2' BELOW INTERCEPTED PIPE AND TOP OF BASIN SHALL BE APPROX 1004.5'

AutoCAD SHX Text

INTERCEPTED PIPE (INVERT 1001.0)

AutoCAD SHX Text BACKFILL AND GRADE SITE WITH MATERIALS SIMILAR TO NATIVE SOILS. GRADE BACKFILL AND GRADE SITE WITH MATERIALS SIMILAR TO NATIVE SOILS. GRADE TO APPROXIMATELY 1006 AND TO PROMOTE SHEETFLOW DRAINAGE. SPREAD SALVAGED TOPSOIL AND RE-ESTABLISH GROUND COVER. WATER AND FERTILIZE AS REQUIRED TO PROVIDE WELL ESTABLISHED TURF.

AutoCAD SHX Text

PROPOSED SECURITY FENCE

X X

XXX

SIGN M

EXISTING SANITARY MH

RIM: 1004.78

6" PIPE: 995.33(NW)

8" PIPE: 944.73(N)

8" PIPE: 944.73(S)

EXISTING TRENCH

DRAIN & SLAB

(TO REMAIN)

EXISTING

INTAKE

RIM: 1008.01

12" RCP:

1005.59(E)

8" S

6" R

BEG

END

BEG

END

BEG

TEMPORARY

GRAVEL TUBE DETAIL

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CP #806 CUT "X" ELEV: 1006.10 N: 3479810.23 E: 4899592.31

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SLIDING GATE

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

8' CHAINLINK FENCE

AutoCAD SHX Text

ENTRANCE KEYPAD

AutoCAD SHX Text

TELEPHONE MH RIM: 1005.04

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ASPHALT

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ASPHALT

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CONCRETE

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METAL BUILDING

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EXISTING BUILDING

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METAL OVERHANG

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CONCRETE

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GRASS

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GRASS

AutoCAD SHX Text

GRASS

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ROCK

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ROCK

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CP# 80505 NAIL ELEV: 1008.25 N: 3479970.62 E: 4899585.41

AutoCAD SHX Text

CP# 804 CUT "X" ELEV: 1008.01 N: 3479953.27 E: 4899559.22

AutoCAD SHX Text

CP# 803 CUT "X" ELEV: 1007.27 N: 3479871.45 E: 4899558.08

AutoCAD SHX Text

4" PVC CONDUIT

AutoCAD SHX Text

ELECTRIC MH RIM: 1007.10

AutoCAD SHX Text

ELECTRIC MH RIM: 1007.41

AutoCAD SHX Text

SWINGING GATE

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UTILITY BOX

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UTILITY BOX

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UTILITY BOX

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CONCRETE

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CONCRETE

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CONCRETE WALK

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CONCRETE WALK

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ROCK

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CLEANOUT

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CARD READER

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GAS PIPING

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GRASS

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GRASS

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GRASS

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GRASS

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WATER

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STORM

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SANITARY

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SANITARY

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DATA

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POC: SEWER

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%%UKEYED NOTES:

AutoCAD SHX Text PROVIDE TEMPORARY SILT FENCE. SEE SHEET C201.PROVIDE TEMPORARY SILT FENCE. SEE SHEET C201.

AutoCAD SHX Text

COR

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REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

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SHEET

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DATE

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AutoCAD SHX Text P.A.

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FIRM

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NO.

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REAL PROPERTY

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EPM

AutoCAD SHX Text A

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DATE

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PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

AutoCAD SHX Text

DESIGNER

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PROJECT MANAGER

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JOB #

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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

DEMOLISH BUILDING 152 CHANGE HOUSE

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

EROSION CONTROL PLAN

AutoCAD SHX Text C103

AutoCAD SHX Text 6 13

AutoCAD SHX Text 2/8/19

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

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AMES, IOWA

AutoCAD SHX Text P-022

AutoCAD SHX Text 2718-M

AutoCAD SHX Text

ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

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AutoCAD SHX Text 10'

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SCALE:1"=10'-0"

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LEGEND

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SILT FENCE

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PLAN/TRUE NORTH

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LIMITS OF DISTURBANCE (AREA =19,000 SF)

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SEDIMENT TUBE

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CONSTRUCTION ACCESS

AutoCAD SHX Text PROVIDE TEMPORARY SEDIMENT TUBE. SEE SHEET C201.PROVIDE TEMPORARY SEDIMENT TUBE. SEE SHEET C201.

AutoCAD SHX Text PROVIDE TEMPORARY CONSTRUCTION ACCESS. SEE SHEET C201.PROVIDE TEMPORARY CONSTRUCTION ACCESS. SEE SHEET C201.

AutoCAD SHX Text SEE SHEET C201 FOR REQUIREMENTS, GENERAL NOTES AND DETAILS. THE CONTRACTOR IS TO PROVIDE, SUBMIT, AND MAINTAIN ALL PERMITTING FOR SWP WITH DNR AND THE CITY OF AMES AS REQUIRED BY LOCAL REGULATIONS. PROVIDE COPIES OF ALL DOCUMENTS TO THE C.O.R.

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GENERAL NOTE

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INLET ELEVATION

AutoCAD SHX Text HEAVY DUTY GRAVEL TUBES (APPROX 7" AVERAGE DIAMETER) PROPERTY TEST METHOD WOVEN (TYPICAL:) TEST METHOD WOVEN (TYPICAL:) WOVEN (TYPICAL:) FABRIC WEIGHT ASTM D-5261 5 OZ./SQ./YD. ASTM D-5261 5 OZ./SQ./YD. 5 OZ./SQ./YD. WIDE WIDTH TENSILE (MD/TD) ASTM D-4595 2400/1650 LBS ASTM D-4595 2400/1650 LBS 2400/1650 LBS GRAB TENSILE (MD/TD) ASTM D-4632 365/200 LBS. ASTM D-4632 365/200 LBS. 365/200 LBS. TRAPEZOID TEAR (MD/TD) ASTM D-4533 115/75 LBS. ASTM D-4533 115/75 LBS. 115/75 LBS. PUNCTURE ASTM D-4833 90 LBS. ASTM D-4833 90 LBS. 90 LBS. APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE (0.425MM). ASTM D-4751 40 US SIEVE (0.425MM). 40 US SIEVE (0.425MM). MULLEN BURST ASTM D-3786 450 PSI. ASTM D-3786 450 PSI. 450 PSI. PERMITTIVITY ASTM D-4491 2.1 SEC-¹ ASTM D-4491 2.1 SEC-¹ 2.1 SEC-¹ PERMEABILITY ASTM D-4491 0.14 CM/SEC ASTM D-4491 0.14 CM/SEC 0.14 CM/SEC WATER FLOW ASTM D-4491 145 GAL/MIN PER SQ. FT. ASTM D-4491 145 GAL/MIN PER SQ. FT. 145 GAL/MIN PER SQ. FT. UV RESISTANCE (500HRS) ASTM D-4355 >90% ASTM D-4355 >90% >90% MATERIAL HIGH DENSITY POLYETHYLENE (HDPE) HIGH DENSITY POLYETHYLENE (HDPE) GRAVEL FILLER AASHTO M43 DURABLE ROCK AASHTO M43 DURABLE ROCK DURABLE ROCK 100% PASSING 1/2” AND 0% PASSING #8 AND 0% PASSING #8

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PEA GRAVEL

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FILL AND STACK TO PROMOTE LEVEL WEIR FLOW

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DRAIN INLET

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*- DO NOT OVER FILL OR STACK WHERE ADJACENT FINISHED SPACES COULD BE FLOODED

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GEOTEXTILE WRAP

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PAVED SURFACE

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CURB INLET ELEVATION

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APPROX 1" BELOW TOC

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CURB INLET

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GRAVEL TUBE

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GRAVEL TUBE

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GRAVEL TUBE

PROVIDE TEMPORARY GRAVEL TUBE. SEE THIS SHEET.PROVIDE TEMPORARY GRAVEL TUBE. SEE THIS SHEET.

CHAIN LINK FENCING NOTES

FENCE DETAIL

GROUNDING DETAIL

OUTRIGGER DETAIL

CATCH BASIN DETAIL

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COR

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REVISIONS

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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REAL PROPERTY

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EPM

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DATE

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PROJECT NO.

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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A-E FIRM

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

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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USDA AGRICULTURAL RESEARCH SERVICE

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DEMOLISH BUILDING 152 CHANGE HOUSE

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

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SITE DETAILS

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AutoCAD SHX Text 7 13

AutoCAD SHX Text 2/8/19

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AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

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AutoCAD SHX Text 2718-M

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ROBBINS

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KUENNEN

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BORDELON

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A'HEARN

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LINE POST

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CORNER POST

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1/4" LARGE FLANGE STRUCTURAL BLIND REVET (TYP)

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LOCK PIN OR Z CUT IN BARBWIRE ARM (TYP)

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LOCK PIN OR Z CUT IN BARBWIRE ARM (TYP)

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BARBED WIRE STRAND (TYP)

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BARBED WIRE STRAND (TYP)

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1/4" LARGE FLANGE STRUCTURAL BLIND REVET (TYP)

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FENCE POST

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#8 AWG SOLID COPPER WIRE

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ATTACH TO METAL FENCE POST WITH GROUND CLAMP

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MOLDED EXOTHERMIC WELD OR APPROVED CLAMP-TYPE FITTING OF BRONZE

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3/4" DIA COPPER-CLAD COPPER-CLAD COPPER-CLAD STEEL GROUND ROD

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SECURE SIDE

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SECURE SIDE

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POST CAP

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TENSION WIRE

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BRACE RAILS

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3/8" DIA TRUSS ROD

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LINE POST

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CHAIN LINK FENCE FABRIC

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POST CAP

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CORNER, END OR PULL POST

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FINISHED GRADE

AutoCAD SHX Text PROVIDE CONCRETE FOOTING. DIAMETER OF FOOTING SHALL BE 4X POST DIAMETER (TYP UNO)

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TIE WIRES (TYP) ALONG TOP RAILS AND POSTS

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TENSION WIRE

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7'-0" MINIMUM

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TYP UNO

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BRACE OR BOTTOM RAIL

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CORNER OR END OR GATE POST

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TURNBUCKLE

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TENSION BAR

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TENSION OR FABRIC BAND

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RAIL END W/ OFFSET LUG

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BRACE BAND

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BOLT & NUT

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BRACE RAIL

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TRUSS ROD

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BRACE BAND

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ROUND LINE POST

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5/16" [8MM] BOLT W/ HEX NUT

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BRACE OR BOTTOM RAIL

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RAIL END W/ OFFSET LUG

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ELEVATION

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ELEVATION - ROUND POST

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PLAN

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PLAN - ROUND POST

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PLAN - ROUND POST

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ELEVATION - ROUND POST

AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

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FENCE FABRIC

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9-GAGE STEEL TIE WIRES (2'-0" O.C. MAX.)

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ELEVATION TOP OR BRACE RAIL ATTACHMENT

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TWIST

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SELVAGE

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1. FENCING AND COMPONENTS SHALL ZINC OR FENCING AND COMPONENTS SHALL ZINC OR ALUMINUM COATED STEEL AND COMPLY WITH FEDERAL SPECIFICATION RR-F-191 2. FABRIC: THE STANDARD FENCE FABRIC SHALL BE FABRIC: THE STANDARD FENCE FABRIC SHALL BE : THE STANDARD FENCE FABRIC SHALL BE ZINC OR ALUMINUM-COATED STEEL WIRE CHAIN LINK WITH MESH OPENINGS NOT LARGER THAN TWO INCHES PER SIDE AND A TWISTED AND BARBED SELVAGE AT TOP AND BOTTOM IN ACCORDANCE WITH THE SPECIFICATIONS. UTILIZE 9-GAUGE FOR BASE INTERIOR OR WHEN JOINING AN EXISTING FENCE WHICH IS ALREADY 9-GAUGE. 3. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL : ONLY 12-GAUGE STEEL TIES SHALL BE USED. COATING OR PLATING WILL BE ELECTROLYTICALLY COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT CORROSION. 4. REINFORCEMENT: TENSION WIRES SHALL BE REINFORCEMENT: TENSION WIRES SHALL BE : TENSION WIRES SHALL BE INSTALLED AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES) ALONG THE TOP AND BOTTOM OF THE FENCE FOR STABILIZATION OF THE FENCE FABRIC. 5. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' : CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN ADDITIONAL 1' IN HEIGHT COMPOSED OF 3 STRANDS OF BARBED WIRE AS REQUIRED. THE TOTAL FENCE HEIGHT SHALL BE 8'. 6. GROUND CLEARANCE: BOTTOM OF THE FENCE GROUND CLEARANCE: BOTTOM OF THE FENCE : BOTTOM OF THE FENCE FABRIC SHALL BE WITHIN TWO INCHES OF FIRM SOIL. 7. TOP GUARDS (OUTRIGGERS): A TOP GUARD IS TOP GUARDS (OUTRIGGERS): A TOP GUARD IS : A TOP GUARD IS AN OVERHANG OF BARBED WIRED ALONG THE TOP OF A FENCE, FACING OUTWARD (AWAY FROM PROTECTED/SECURE SITE) AND UPWARD AT APPROX. 45 ANGLE. TOP GUARD SUPPORTING ARMS WILL BE PERMANENTLY AFFIXED TO THE TOP OF FENCE POSTS TO INCREASE THE OVERALL HEIGHT OF THE FENCE AT LEAST 1 FOOT. THREE STRANDS OF 12-GAUGE BARBED WIRE, EQUALLY SPACED, SHALL BE INSTALLED ON THE SUPPORTING ARMS. 8. FENCE POSTS: SHALL BE ASTM F1043 OR FENCE POSTS: SHALL BE ASTM F1043 OR : SHALL BE ASTM F1043 OR F1083 ROUND PIPE AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS (GRADE A). FENCE POST SPACING AND SIZE (DIAMETER) SHALL BE DETERMINED IN ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS' INSTITUTE (WLG 2445). SPACING SHALL NOT EXCEED 10'-0" OC. SIZE (DIAMETER) SHALL NOT BE LESS THAN THAT SPECIFIED. 9. EXISTING SIGNAGE AND PLACARDS: PRIOR TO EXISTING SIGNAGE AND PLACARDS: PRIOR TO : PRIOR TO DEMOLISHING THE EXISTING FENCE REMOVE AND SALVAGE EXISTING SIGNS/PLAQUE. REINSTALL AS DIRECTED BY THE CONTRACTING OFFICER WITH 9 GAUGE GALVANIZED STEEL TIES (4 TYP).

AutoCAD SHX Text TYPICAL AT ALL CORNER POST, END POST, AND GATE POST, AND A MINIMUM OF ONE GROUNDING ROD PER NEWLY CONSTRUCTED FENCING SECTION

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EXISTING GATE SUPPORT POST OR LEAF

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POST IN CONCRETE AS TO PROVIDE MINIMAL CLEARANCE

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END, CORNER & BRACE

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POST TYPES

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LINE

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FENCE

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HEIGHT

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 5.79

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AutoCAD SHX Text 46"

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LBS/LF

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POST SCHEDULE (NEW) (GALVANIZED)

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MINIMUM POST SIZE

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SIZE

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WEIGHT

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LBS/LF

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HOLE

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MIN. ANCHOR SIZE

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ROUND

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DIA.

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DEPTH

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DEPTH

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HOLE

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POST

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TYP UNO

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TYPICAL TIE TO EXISTING VEHICLE GATE POST

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SCALE:

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KNOCKOUT (TYPICAL)

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1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASTO M 199) & C890. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQ. IN. PER FT. MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL CONCRETE SHALL BE 4000 PSI. ALL CONCRETE SHALL BE 4000 PSI. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF APPROXIMATELY 2 IN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS 2 INCHES. 6. KNOCKOUTS SHALL BE PROVIDED IN THE REQUIRED LOCATION(S). KNOCKOUTS SHALL BE PROVIDED IN THE REQUIRED LOCATION(S). 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62ID. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 9. BACKFILL SHALL BE PLACED IN UNIFORM 6" LIFTS AND COMPACTED TO BACKFILL SHALL BE PLACED IN UNIFORM 6" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR IN A MANOR THAT PREVENTS DISPLACEMENT DURING CONSTRUCTION. 10. PACK AREA BETWEEN THE PIPE AND KNOCKOUT WITH NON-SHRINK GROUT. PACK AREA BETWEEN THE PIPE AND KNOCKOUT WITH NON-SHRINK GROUT. 11. GRADE ADJOINING SURFACES TO DRAIN TO THE GRATE.

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HS20 TRAFFIC RATED GRATE

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TOP ELEVATION

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(2) #3 HOOP

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TOP SECTION

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REINFORCING AS REQUIRED FOR HS20 LOADING

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INVERT ELEVATION

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W = OUTSIDE DIAMETER OF THE LARGEST PIPE + 4" MIN

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GRATE FRAME

A…

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