Attachment 01 - Summary of Work_Specifications 20220516-FINAL.pdf
PDF 3 MB Posted
- Attached to
- Construct Exterior Dirt Floor Pens Federal contract opportunity
- Solicitation number
- 12805B23R0020
About this file
This solicitation package seeks proposals to construct exterior dirt floor pens at the USDA Agricultural Research Service facility in El Reno, Oklahoma. The scope of work includes regrading land, modifying gate valves and water spigots, removing and modifying gates and concrete curbs, constructing sixteen loafing pens and one holding pen connected to an existing barn, installing fencing and gates, and enclosing existing steel columns with steel plate. Offerors must visit the site by the specified date to participate. Proposals are due on May 16, 2022. The selected contractor will be responsible for project management and construction activities in accordance with the drawings and specifications. The solicitation was issued by the USDA Agricultural Research Service Plains Area office.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 2023.06.02 RFI-2 - Questions and Answers.pdf | ||
| Site visit sign in sheet.pdf | ||
| RFI-1 Questions and Answers from site visit May 18 2023.pdf | ||
| Attachment 02 - Wage Determination.pdf | ||
| Solicitation - 12805B23R0020.pdf | ||
| Attachment 06 - ARS-372 Request for Payment.pdf | ||
| Attachment 04 - Contractor Certification Regarding EMR.pdf | ||
| Attachment 03 - Bond Forms.pdf | ||
| Attachment 05 - ARS 371 Construction Progress and Payment Schedule.pdf |
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Text version
USDA -ARS, GRAZINGLANDS RESEARCH LABORATORY
CONSTRUCT EXTERIOR DIRT FLOOR PENS
ASSET # 6218BEC16
3040 WILLIAMS DRIVE, SUITE 600
FAIRFAX, VIRGINIA 22031
P: 703-691-2115 www. .com
TM
PROJECT NUMBER: SAGQ17856.02
FINAL SUBMISSION
..\..\SAGQ17056.03\10-SAGQ17056.03_ASC\For cover\Seal Engineering.JPG
7207 W. CHEYENE STREET. EL RENO, OKLAHOMA 73036
COVER SHEET
CS
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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PPM
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EPM
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SETTY
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DATE
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USDA
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NO.
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DATE
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BY
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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ASSET # 6218BEC16
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SS
AutoCAD SHX Text 05/16/22
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FINAL SUBMISSION
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ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.
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KB
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FLOOR PENS
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CONSTRUCT EXTERIOR DIRT
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A0.01
LIST OF DRAWINGS
GENERAL NOTES,SYMBOLS
AND ABBREVIATIONS
GENERAL NOTES REINFORCED CONCRETE (FENCE PIERS)SYMBOLS
MATERIAL DESIGNATION
SUMMARY OF WORK
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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PPM
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EPM
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SETTY
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DATE
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USDA
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NO.
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DATE
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BY
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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MM/DD/YY
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__ SUBMISSION
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ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.
AutoCAD SHX Text Plotted By: Plot Date: 5/2/2022 5/2/2022 10:28:41 AM
AutoCAD SHX Text Saved By: Save Date:
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KB
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AutoCAD SHX Text Drawing Number On Which Detail Is Drawn
AutoCAD SHX Text Drawing Number From Which Detail Is Taken
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AutoCAD SHX Text Drawing Number On Which Detail Is Drawn
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AutoCAD SHX Text Room Number
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AutoCAD SHX Text Plaster or Grout
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BE REVIEWED AND APPROVED BY THE PROJECT MANAGER.
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REQUIRED TO MAINTAIN THEIR EXISTING APPEARANCE, UNLESS NOTED
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PROTECT AND REPAIR ALL AREAS AFFECTED BY THE CONSTRUCTION AS
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PROVIDE DUST PROTECTION BARRIERS DURING CONSTRUCTION.
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THESE AREAS, EQUIPMENT AND PERSONNEL FROM DAMAGE/DANGER AND
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ADJACENT AREAS TO REMAIN IN OPERATION DURING CONSTRUCTION, PROTECT
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THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL AND OR WORK THAT
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IS NOT IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS.
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OTHERWISE.
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AND THE BEGINNING OF THE AFFECTED WORK. WORK THAT PROCEEDS IN
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EXTENDED DATES AS OTHERWISE DEFINED IN THE CONTRACT
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PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, EXCEPT FOR
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WORK RESULTING THEREFROM. ALL WORK IS TO BE GUARANTEED FOR THE
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ANY DEFECTS AND PAY ALL EXPENSES FOR ANY OTHER DAMAGE TO OTHER
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WORKMANSHIP. UPON WRITTEN NOTICE, THE CONTRACTOR SHALL REMEDY
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RESPONSIBILITY FOR NEGLIGENCE, FAULTY MATERIALS OR POOR
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SHALL RELIEVE THE CONTRACTOR OR SUBCONTRACTORS OF THE
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NO PROVISION IN THE CONTRACT DOCUMENTS, NOR FINAL PAYMENT,
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COMPLETED OR REVISITED AFTER THE CERTIFICATE OF SUBSTANTIAL
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FACILITATE THE GENERAL PROGRESS OF THE WORK. ANY WORK TO BE
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COORDINATE THEIR WORK WITH ALL ADJACENT TRADES SO AS TO
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ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE
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A GOOD WORKMANLIKE STANDARD OF CARE. EACH TRADE SHALL AFFORD
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SPECIFICALLY NOTED OTHERWISE. ALL WORK SHALL BE ACHIEVED IN
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REQUIRED FOR THE FULL PERFORMANCE OF THEIR WORK, UNLESS
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EACH CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT
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COMPENSATION INSURANCE AND ALL OTHER INSURANCES, AS REQUIRED
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STATE OF OKLAHOMA. ALL CONTRACTORS SHALL CARRY WORKMAN'S
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REGISTERED AND LICENSED TO COMPLETE THEIR WORK IN THE
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THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE LEGALLY
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SUITABLY MODIFY SUCH WORK SHALL BE BORNE SOLELY BY THE
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RISK AND THE COSTS OF ANY CHANGES REQUIRED BY THE OWNER TO
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VIOLATION OF THIS PRINCIPLE IS ENTIRELY AT THE CONTRACTOR'S OWN
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MANAGER ALL STAGING OF THE WORK AND SHALL COORDINATE, 14 DAYS
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IN ADVANCE OF ANY INTERRUPTIONS IN THE NORMAL OPERATION OF THE
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL
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OF ALL CONSTRUCTION DEBRIS AND REFUSE ON A DAILY BASIS AND SHALL
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NO SUBSTITUTIONS SHALL BE ALLOWED IN BASE BID. ALL SUBSTITUTIONS MUST
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THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT
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PAY ALL FEES INCURRED THEREBY.
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BUILDING (ELECTRICAL, MECHANICAL, PLUMBING, ETC..).
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DOCUMENTS.
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COMPLETION SHALL BE COORDINATED WITH THE PROJECT
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CONTRACTOR.
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MANAGER PRIOR TO SUCH WORK BEING DONE.
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INSTALLATION OF THEIR WORK. ALL SUBCONTRACTORS SHALL
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BY LAW, AND AS OTHERWISE INDICATED BY THE OWNER.
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TO THE PROJECT MANAGER AT THE EARLIEST OPPORTUNITY,
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THESE DOCUMENTS HAVE BEEN PREPARED TO ADHERE TO THE 2014
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INTERNATIONAL BUILDING CODE, INCLUDING ITS ADOPTED REFERENCES,
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REGULATIONS AND ORDINANCES.
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FOR INSURING THAT THEIR WORK ADHERES THERE TO, AND TO ALL APPLICABLE
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THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE
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STANDARDS SUPPLEMENTS,
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THE CONSTRUCTION DOCUMENTS ARE COMPOSED OF THE CONSTRUCTION
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AND A SUITABLE RESOLUTION ESTABLISHED PRIOR TO THE SUBMITTAL OF BIDS
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AMBIGUITIES OR INCONSISTENCIES CONTAINED THEREIN, SHALL BE REPORTED
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EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS, OR ANY
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BEFORE BEGINNING THEIR WORK. ANY DISCREPANCIES BETWEEN THE
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SUBCONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS
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AND DIMENSIONAL INTENTS. DO NOT SCALE THE DRAWINGS. EACH
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THESE DRAWINGS ARE DIAGRAMMATIC ONLY, ESTABLISHING RELATIONSHIP
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DRAWINGS.
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CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE DESIGN TEAM FOR APPROVAL.
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SHOP DRAWINGS TO INCLUDE DIMENSIONS AND NOTATION OF COORDINATION
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USDA PROJECT NO:SIGQ 212911.10
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CANADIAN COUNTY,OKLAHOMA
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USDA DIRT FLOOR PENS
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SHEET
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DWG.
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TITLE
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AutoCAD SHX Text A0-01
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GENERAL NOTES, SYMBOLS & ABBREVIATIONS
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EXISTING CONDITIONS ,DEMOLITION PLANS & DETAILS
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CS
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COVER SJHEET
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TOPOGRAPHIC SURVEY
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CIVIL SITE GRADING PLAN
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CIVIL SITE LAYOUT PLAN
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PROPOSED PLAN-NEW CONSTRUCTION & DETAILS
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A. CLASSES OF CONCRETE CLASSES OF CONCRETE
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1. ALL CONCRETE SHALL CONFORM TO THE FOLLOWIMG REQUIREMENTS UNLESS NOTED OTHRWISE ON THE DRAWINGS.
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a. MINIMUM CONCRETE STRENGTH (f'c)=4,500 psi.
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b. CONCRETE TYPE=NORMAL WEIGHT CONCRETE.
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c. EXPOSURE CLASS=C1
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d. MAXIMUM W/CM RATIO=0.40
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e. AIR CONTENT=N/A
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f. MAXIMUM AGGREGATE SIZE=1.5"
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B HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS.
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1. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN ANY CONCRETE POURS UNLESS SHOWN ON THE DRAWINGS. THEARCHITECT/ENGINEER SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING.
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C REINFORCING STEEL
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1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THESE NOTES.
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D. REINFORCING STEEL COVERAGE
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1. REFER TO DRAWINGS FOR ALL COVER AND SPACING REQUIREMENTS.
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E. SPLICES AND HOOKS IN REINFORCING STEEL.
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1. REFER TO DRAWINGS FOR ALL SPLICE AND HOOK REQUIREMENTS.
AutoCAD SHX Text THE EL RENO LOCATION DESIRES TO CONSTRUCT SIXTEEN (16) LOAFING PENS, LOCATED AND CONNECTED TO THE SOUTH SIDE OF BARN 16, AutoCAD SHX Text THE EAST CAMPUS, HEADWATER BARN. THIS PROJECT WILL CONSTRUCT PENS SIMILAR TO EXISTING PENS OF BUILDING 23, HOWEVER OF A
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DIFFERENT SIZE. THE ITEMIZED SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:
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1. REGRADING OF THE LAND TO THE SOUTH OF BARN 16, TO PROVIDE A RELATIVELY LEVEL AREA FOR THE PENS WITH MODEST SLOPE
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TO THE EAST;
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MODIFICATIONS TO THREE (3) GATE VALVE ENCLOSURES;
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3. RELOCATION OF TWO WATER SPIGOTS;.
AutoCAD SHX Text 4 .MODIFICATIONS TO SIXTEEN (16) EXISTING GATES AND REMOVAL OF ASSOCIATED CONCRETE CURBS;
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5. REMOVAL OF THE EXISTING CONCRETE CURB, IN ITS ENTIRETY, ALONG COLUMN "D";
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AutoCAD SHX Text CONSTRUCTION OF SIXTEEN (16) LOAFING PENS ALIGNING WITH THE SIXTEEN (16) EXISTING PENS, WITH GATES AT THE NORTH AND
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7. CONSTRUCTION OF A HOLDING PEN, AT THE EAST END OF THE PENS WITH A SINGLE GATE AT THE SOUTH END OF THE PEN;
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8. CONSTRUCTION OF A 10 FOOT WIDE AISLE ALONG THE SOUTHERN PERIMETER OF THE PENS, TURNING NORTH AT THE EAST END OF
AutoCAD SHX Text 10.. ALL NEW GATES SHALL HAVE THE ABILITY TO SWING 90 DEGREES, AND BE EQUIPPED WITH HARDWARE TO ENABLE SECURING THE
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12. HINGES, LATCHING MECANISMS, END FEMALE BOLT RECEIVERS SHALL BE SIMILAR TO THOSEUSED AT THE EXISTING PENS AT BARN 23.
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SOUTH ENDS OF EACH PEN;
AutoCAD SHX Text THE HOLDING PEN, WITH A NEW GATE ENGAGING THE EXISTING FENCE THE AISLE WILL HAVE GATES ON THE SOUTHERN SIDE
AutoCAD SHX Text OF THE THE AISLES ALIGNING WITH THE SEVENTEEN NEW PENS (16 LOAFING PENS AND 1 HOLDING PEN)
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9. THE EXISTING COLUMNS, ALONG THE SOUTHERN PERIMETER OF BARN 16,SHALL BE ENCLOSED WITH 1/8" WELDED STEEL PLATE, AutoCAD SHX Text STARTING 1" ABOVE THE CONCRETER SURFACE EXTENDING UP 6'-0" ABOVE THE CONCRETE FLOOR.
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GATE AT THE CLOSED 90 DEGREE POSITIONS.
AutoCAD SHX Text 05/02/2022
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AutoCAD SHX Text A103
PARTIAL TYPICAL PEN PLAN & DETAILS
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CP #1
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SHUT OFF SWITCH BOX
& WATER PUMP
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FENCE, 6BW
FENCE, 6BW
FENCE, 6BW
FENCE, 6BW
FENCE, 6BW
FENCE, 5BW
FENCE, METAL
PIPE
WATER VALVE
TOP OF NUT = 1375.96
WATER VALVE
TOP OF SILT = 1375.50
FENCE, 5BW
FENCE, 5BW
4" PVC
FL = 1379.16
4" PVC
FL = 1378.79
WATER VALVE
TOP OF NUT = 1376.05
WATER VALVE
TOP OF NUT = 1376.05
WATER VALVE
TOP OF NUT = 1378.28
1/2" STEEL
PIPE
6" WOOD POST
ABOVE GROUND
WATER VALVE
TOP OF NUT = 1377.07
WATER VALVE
TOP OF NUT = 1376.02
WATER VALVE
TOP OF NUT = 1377.90
WATER VALVE
TOP OF NUT = 1377.75
WATER VALVE
TOP OF NUT = 1377.79
WATER VALVE
TOP OF NUT = 1377.37
WATER VALVE
TOP OF NUT = 1377.02
WATER VALVE
TOP OF NUT = 1376.93
WATER VALVE
TOP OF NUT = 1376.74
WATER VALVE
TOP OF NUT = 1377.01
BM #2
Point Table
Point #
Description
CP 1 / SET 5/8IN IP W CAP
BM 2 / SET CUT X CTR OF HDWL
Northing
200,618.7553
200,351.9751
Easting
1,963,781.9980
1,963,668.4220
Elevation
1,377.42
1,379.43
18" PLSTC BUSTED
FL = 1376.17
18" PLSTC
FL = 1375.87
18" PLSTC
FL = 1377.01
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STEEL
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STEEL
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STEEL
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STEEL
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STEEL
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STEEL
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STEEL
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STEEL
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STEEL
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STEEL
COLUMNS
STEEL
COLUMNS
STEEL
COLUMNS
STEEL
COLUMN
T-POST
WATER VALVE
TOP OF NUT = 1375.10
WATER VALVE
TOP OF NUT = 1374.51
18" PLSTC
FL = 1377.38
18" PLSTC
FL = 1376.07
18" PLSTC
FL = 1376.12
18" PLSTC
FL = 1376.08
18" PLSTC
FL = 1376.38
18" PLSTC
FL = 1376.33
18" PLSTC
FL = 1376.37
18" PLSTC
FL = 1376.06
SHEET METAL
BARN
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18" PLSTC
FL = 1375.95
ELEV AT TH = 1380.23
3' GATE
OPENING
ELEV AT TH = 1380.10
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2" CONDUIT
ON BLD FACE
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FENCE, 5' PIPE
6' GATE
OPENING
FENCE, PIPE
FENCE, PIPE
BENCHMARK
BOLLARD
CONTROL POINT
EM
ELECTRIC METER
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ELECTRIC PEDESTAL
E
ELECTRIC VAULT
FIRE HYDRANT
FIBER OPTIC MARKER
FIBER OPTIC VAULT
GAS MARKER
GAS VALVE
GAS VENT PIPE
GUY WIRE
LIGHT POLE
POWER POLE
SIGN
SPRINKLER
SPRINKLER CONTROL VALVE
SEWER MANHOLE
TELEPHONE PEDESTAL
TREE CONIFEROUS
TREE DECIDUOUS
TELEPHONE MARKER
TELEPHONE VAULT
WATER METER
WATER VALVE
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LP
SCV
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SEWER CLEANOUT
CO
LIGHT
ELECTRIC MARKER
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FIBER OPTIC PEDESTAL
FO
GAS METER
GM
MAILBOX
PULL BOX
PIPELINE MARKER
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SPIGOT
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SPIG
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JOB NO.
21-0106
SCALE
1" = 20'
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O U
N T
Y
O K
L A
H O
M A
D R
A F
T I N
G
C
O M
P L
E T
E
R E
V I S
I O
N S
M
M
1" = 20'
R E
V I E
W E
D
J F
DATE
9/28/21
L E
G E
N D
F O
U N
D
M
O N
U M
E N
T
A
S
D
E S
C R
I B
E D
S E
T
M
G
I L
W
I T
H
S
H I N
R
S E
T
I R
P
T
H
C
P
F E
N C
E
X
C A
N A
D I A
N
C
O U
N T
Y
S E
C T
I O
N
S T
A T
E
O
F
O
K L
A H
O M
A
C A
N A
D I A
N
C O
U N
T Y
S U
B J
E C
T
T R
A C
T
R W
T
N
U S
R
O U
XXXXXXXXXXXXXXXXXXX
W
WW
WW
W
SPIG SPIG
WWWWWWWW
W
WM
W
X
O H
E O
H E
O H
E O
H E
O H
E
XX
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X
X
X
CP
#1
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
WIRE
1WIRE
1WIRE
SHUT OFF
SWITCH BOX
& WATER PUMP
W
IR
E
W
IR
E
FENCE,
6BW
FENCE,
6BW
FENCE,
6BW
FENCE,
6BW
FENCE,
6BWFENCE,
6BW
FENCE,
6BW
FENCE,
6BW
FENCE,
5BW
FENCE,
5BW
FENCE,
METAL
PIPE
WATER VALVE
TOP OF NUT =
1375.96
WATER VALVE
TOP OF SILT =
1375.50
FENCE,
5BW
FENCE,
5BW
FENCE,
5BW
4" PVC
FL = 1379.16
4" PVC
FL = 1378.79
WATER VALVE
TOP OF NUT =
1376.05
WATER VALVE
TOP OF NUT =
1376.05
WATER VALVE
TOP OF NUT =
1378.28
1/2" STEEL
PIPE
6" WOOD
POST
ABOVE
GROUND
WATER VALVE
TOP OF NUT =
1377.07
WATER VALVE
TOP OF NUT =
1376.02
WATER VALVE
TOP OF NUT =
1377.90
WATER VALVE
TOP OF NUT =
1377.75
WATER VALVE
TOP OF NUT =
1377.79
WATER VALVE
TOP OF NUT =
1377.37
WATER VALVE
TOP OF NUT =
1377.02
WATER VALVE
TOP OF NUT =
1376.93
WATER VALVE
TOP OF NUT =
1376.74
WATER VALVE
TOP OF NUT =
1377.01
BM
#2
18" PLSTC
BUSTED
FL = 1376.17 18" PLSTC
FL = 1375.87
18" PLSTC
FL = 1377.01
O
HE
STEEL
COLUMN
STEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMN
STEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMNS
STEEL
COLUMNSSTEEL
COLUMNSSTEEL
COLUMN
T-POST
WATER VALVE
TOP OF NUT =
1375.10
WATER VALVE
TOP OF NUT =
1374.51
18" PLSTC
FL = 1377.38
18" PLSTC
FL = 1376.07
18" PLSTC
FL = 1376.12
18" PLSTC
FL = 1376.08
18" PLSTC
FL = 1376.38
18" PLSTC
FL = 1376.33
18" PLSTC
FL = 1376.37
18" PLSTC
FL = 1376.06
SHEET
METAL
BARN
GRA
VE
L
GRAV
EL
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
18" PLSTC
FL = 1375.95
ELEV AT TH =
1380.23
FENCE, 5'
PIPE
3'
GATE
OPENING
ELEV AT TH =
1380.10
W
IR
E
2"
CONDUIT
ON BLD
FACE
X
FENCE, 5'
PIPE
6'
GATE
OPENING
FENCE,
PIPE
FENCE,
PIPE
FG1379.80
FG1379.16
FG1378.96
2.0%
FG1379.80
FG1379.93
FG1379.16
FG1378.96 FL1376.06
FL1376.34
FL1378.10
2.0%
EXISTING DRIVE
FG1379.16
FG1378.96
15%
MAX
15%
MAX
FL1378.50
CIVIL SITE GRADING PLAN
Walter P. Moore and Associates, Inc.
7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133
918.806.7200
GRADING NOTES:
1. NEW CONTOURS DENOTE TOP OF FINISHED PAVING OR GRADED AREA AS INDICATED. ALL SPOT ELEVATIONS ARE
TO FINISHED GRADE, UNLESS NOTED OTHERWISE.
2. NOTIFY ENGINEER IF EXISTING GROUND CONDITIONS VARY FROM THOSE SHOWN ON PLANS.
3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. NO PONDING OF WATER SHALL BE ALLOWED. THE CONTRACTOR SHALL GRADE ALL AREAS TO POSITIVELY DRAIN AWAY FROM BUILDINGS.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER AND STABILIZE ANY SOFT SOILS AS NEEDED TO
REACH OPTIMUM SOIL CONDITIONS.
5. ALL DISTURBED AREAS SHALL BE SODDED. CONTRACTOR SHALL BE RESPONSIBLE FOR SODDED AREAS UNTIL
GROWTH IS ESTABLISHED.
6. ALL WASTE OR SPOIL SHALL BE TAKEN TO A CITY APPROVED SITE OR SPREAD IN AREAS OUTSIDE OF THE PAVING
AS DIRECTED BY THE OWNER AND ENGINEER.
7. TOPSOIL SHALL BE STRIPPED, STOCKPILED ON-SITE AND SPREAD AFTER GRADING OPERATIONS. TOPSOIL SHALL BE SPREAD TO A DEPTH NOT EXCEEDING 6 INCHES AND COORDINATED WITH THE LANDSCAPE PLANS AND
SPECIFICATIONS.
8. CONTRACTOR SHALL PROVIDE WATER AS REQUIRED TO OBTAIN SPECIFIED COMPACTION.
9. DENSITY TESTING WILL BE PROVIDED BY THE OWNER. ANY FAILING TEST SHALL BE RE-TESTED AT THE
CONTRACTOR'S EXPENSE UNTIL PASSING TESTS ARE OBTAINED.
10. THE EARTHWORK CONTRACTOR IS ULTIMATELY RESPONSIBLE TO IMPORT OR EXPORT MATERIAL AS NECESSARY
TO ACHIEVE THE GRADES SHOWN ON THE CIVIL ENGINEER'S DOCUMENTS.
11. OFF-SITE BORROW SOILS SHALL BE EVALUATED AND APPROVED BY THE OWNER PRIOR TO USE ON THE SITE. ALL
PROPOSED FILL SOILS SHALL BE TESTED AND APPROVED PRIOR TO PLACEMENT.
12. ALL DIMENSIONS OR ELEVATIONS MARKED TO MATCH EXISTING SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY CONFLICTS WITH THE DRAWINGS PRIOR TO CONSTRUCTION.
13. GENERAL FILL MATERIAL MAY BE ANY NATIVE SOIL FREE OF DEBRIS, TRASH, ROCKS OVER 2 INCHES IN DIAMETER AND OTHER OBJECTIONABLE MATERIAL. GENERAL FILL SHALL BE PLACED AND COMPACTED IN LIFTS NOT EXCEEDING 8" IN THICKNESS TO 95 PERCENT STANDARD DENSITY AS DEFINED BY ASTM D 698. IF FINE GRAINED SILT OR CLAY SOIL IS USED FOR FILL, CLOSE MOISTURE CONTROL WILL BE REQUIRED TO ACHIEVE THE
RECOMMENDED COMPACTION.
14. WHEN RUBBLE IS ENCOUNTERED, IT SHALL BE OVER-EXCAVATED AND REMOVED, AND LAWFULLY DISPOSED OF.
THE OVER-EXCAVATED AREAS SHALL BE RE-FILLED WITH GENERAL FILL.
15. THE CONTRACTOR IS RESPONSIBLE TO ENSURE ALL EXCAVATIONS ARE MADE IN ACCORDANCE WITH CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARDS. IN ADDITION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH OSHA STANDARDS AND REGULATIONS PERTAINING
TO ALL ASPECTS OF THE WORK INCLUDING ENTERING CONFINED SPACES.
SEDIMENTATION & EROSION CONTROL NOTES:
1. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE EXECUTION OF ANY DEMOLITION OR GRADING WORK AND SHALL BE MAINTAINED BY THE GRADING CONTRACTOR FOR THE
DURATION OF THE PROJECT.
2. SEDIMENT FILTER, SILT FENCE AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE CONSTRUCTED PER LOCAL
JURISDICTIONAL REQUIREMENTS.
3. SEDIMENT COLLECTED BEHIND THE SEDIMENT FILTERS AND SILT FENCES SHALL BE REMOVED WHEN SEDIMENT
REACHES ONE THIRD THE HEIGHT OF THE BARRIER.
4. SEDIMENT FILTERS AND SEDIMENT FENCES SHALL BE INSPECTED AND MAINTAINED NO LESS THAN WEEKLY OR WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.5 INCHES OR MORE. MAINTENANCE SHALL INCLUDE BUT NOT LIMITED
TO SEDIMENT REMOVAL, BARRIER REPAIR AND/OR REPLACEMENT.
5. THE CONTRACTOR SHALL CONSTRUCT AS A MINIMUM ONE STABILIZED CONSTRUCTION ENTRANCE. IF ADDITIONAL INGRESS OR EGRESS TO THE CONSTRUCTION SITE IS REQUIRED, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THESE ADDITIONAL STABILIZED CONSTRUCTION ENTRANCES WITH THE CONSTRUCTION MANAGER.
USAGE OF NON-STABILIZED POINTS FOR INGRESS AND EGRESS WILL NOT BE PERMITTED. THE STABILIZED ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY AND PAVED DRIVING LANES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT. REPAIR OF THE ENTRANCE(S) OR CLEANING OF THE RIGHT-OF-WAY AND PAVED DRIVING LANES THAT HAVE BEEN SOILED SHALL BE PERFORMED BY THE CONTRACTOR AT HIS OWN EXPENSE, SATISFACTORY TO THE CONSTRUCTION MANAGER. WHEN NECESSARY, VEHICLE WHEELS AND TIRES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING ONTO PUBLIC RIGHT-OF-WAY AND PUBLIC STREETS. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE.
6. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PERIODICALLY WATER THE SITE TO CONTROL DUST.
7. SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE REMOVED FOLLOWING CONSTRUCTION OR UPON PERMANENT STABILIZATION OF THE DISTURBED AND GRADED AREAS, WHICHEVER OCCURS LAST.
8. CONSTRUCTION ENTRANCE SHALL BE THE FIRST CONSTRUCTION WORK ON THE PROJECT.
9. INSTALL SEDIMENT BARRIERS DOWN SLOPE FROM CONSTRUCTION ACTIVITIES THAT DISTURB SITE SOIL.
10. CONSTRUCT ROCK SURFACE FOR TEMPORARY PARKING, IF NEEDED.
11. FINAL GRADING - SEDIMENT BARRIERS WILL BE MAINTAINED DOWN SLOPE FROM DISTURBED SOIL DURING THIS
OPERATION AND REMOVED UPON COMPLETION OF ON-SITE STABILIZATION.
12. THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE DETERMINED BY PROJECT CONSTRUCTION PROGRESS. DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS
DISTURBED.
LEGEND:
C0.01
MAY 5, 2022
XXXXXXXXXXXXXXXXXXX
W
WW
WW
W
SPIG SPIG
WWWWWWWW
W
WM
W
X
O H
E O
H E
O H
E O
H E
O H
E
XX
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
4" PVC
FL = 1379.16
4" PVC
FL = 1378.79
18" PLSTC
BUSTED
FL = 1376.17 18" PLSTC
FL = 1375.87
18" PLSTC
FL = 1377.01
O
HE
18" PLSTC
FL = 1377.38
18" PLSTC
FL = 1376.07
18" PLSTC
FL = 1376.12
18" PLSTC
FL = 1376.08
18" PLSTC
FL = 1376.38
18" PLSTC
FL = 1376.33
18" PLSTC
FL = 1376.37
18" PLSTC
FL = 1376.06
18" PLSTC
FL = 1375.95
X
10'
.5
PROPOSED FENCE
(RE: ARCH FOR DETAILS)
LOWER VALVE LID
(RE: DETAIL THIS
SHEET)
10' 12.7'
LOWER VALVE LID
(RE: DETAIL THIS
SHEET)
LOWER VALVE LID
(RE: DETAIL THIS
SHEET)
15' (TYP)
EXISTING DRIVE
RELOCATE FROST FREE
YARD HYDRANT TO EDGE
OF BUILDING
14.7'
CONNECT TO EXISTING
FENCE
(RE: ARCH FOR DETAILS)
RELOCATED FROST
FREE HYDRANT
RELOCATED FROST
FREE HYDRANT
PROP GRASS
LINED SWALE
2.4' 10'
(TYP) (TYP)
230'
Walter P. Moore and Associates, Inc.
7666 E 61st St., Suite 251 Tulsa, Oklahoma 74133
918.806.7200
C0.02
CUT EX. VALVE
CAN TO 8" FROM
TOP OF VALVE ASSEMBLY
REPLACE CAP AND INFILL
EX. 2" GATE VALVE
EX. 2" PVC WATER (IRR)
8"
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF EL RENO, OKLAHOMA, THE REQUIREMENTS SET FORTH IN THE OKLAHOMA DEPARTMENT OF TRANSPORTATION (ODOT) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2019 EDITION, AND THE REQUIREMENTS OF ANY OTHER ENTITIES HAVING JURISDICTION OVER THESE IMPROVEMENTS. IN THE CASE OF A DISCREPANCY BETWEEN THE ABOVE REQUIREMENTS, THE MOST STRINGENT REQUIREMENT SHALL BE FOLLOWED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY WORK ORDERS AND PERMITS FROM THE CITY OF EL RENO OR OTHER PERMITTING AGENCY, INCLUDING PROVISIONS OF BONDS AND INSURANCE AS REQUIRED. THE CONTRACTOR SHALL PAY ALL PERMIT FEES, DUMP FEES AND OTHER ASSOCIATED FEED REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOT START THE WORK UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
JURISDICTIONAL AUTHORITIES.
3. ALL WASTE OR SPOIL SHALL BE TAKEN TO A CITY APPROVED SITE OR SPREAD IN AREAS OUTSIDE OF THE STREET RIGHTS-OF-WAY AS
DIRECTED BY THE OWNER AND ENGINEER.
4. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY, UTILITIES AND STRUCTURES OUTSIDE THE
SCOPE OF WORK AND REPAIR SAME AT HIS OWN EXPENSE.
5. CIVIL ENGINEER WILL NOT INTERPRET SOILS REPORTS OR ACCEPT RESPONSIBILITY FOR ALTERNATIVE METHODS PROPOSED BY THE
CONTRACTOR.
6. CORRECTIVE MEASURES DIRECTED BY THE ENGINEER MAY INCLUDE COMPLETE REMOVAL AND REPLACEMENT AT NO COST TO OWNER IN
CASES OF POOR WORKMANSHIP OR UNSATISFACTORY IN-PLACE CONDITIONS.
7. CONTRACTOR AND ALL RELATED CONSTRUCTION ACTIVITIES ARE REQUIRED TO MAINTAIN NORMAL NOISE LEVELS AND ALL EQUIPMENT
AND VEHICLES ARE REQUIRED TO BE PROPERLY MUFFLED.
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURFACE AND UNDERGROUND FACILITIES DURING ALL PHASES OF WORK. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE AND FOR THE CONTRACTOR'S
GUIDANCE ONLY.
9. UNDERGROUND FACILITIES, WHETHER INDICATED OR NOT, SHALL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR THE NOTIFICATION CENTER OF OKLAHOMA ONE CALL "CALL OKIE" TO MARK OR FLAG THE LOCATION OF THEIR FACILITIES IN THE FIELD (1-800-522-6543 OR 811) NO SOONER THAN TEN DAYS NOR LATER THAN 48 HOURS, (EXCLUDING SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS), PRIOR TO EXCAVATION.
10. THE CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ANY DAMAGES TO EXISTING LOCATED FACILITIES CAUSED DIRECTLY OR INDIRECTLY
BY HIS OPERATIONS.
11. SURVEY INFORMATION PROVIDED BY OWNER. BEFORE PROCEEDING, THE CONTRACTOR SHALL SATISFY HIMSELF THAT A CONFLICT DOES NOT EXIST AND THAT THE UNDERGROUND WORK CAN BE PERFORMED AS SHOWN ON THE PLANS. IF, IN THE OPINION OF THE CONTRACTOR, A CONFLICT DOES EXIST, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER WHO WILL MAKE THE FINAL DETERMINATION FOR
RESOLVING THE CONFLICT.
12. THE CONTRACTOR SHALL SATISFACTORILY CLEAN THE AREA OF ALL RUBBISH, EXCESS MATERIAL, MUD AND DEBRIS AND ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. ALL DISTURBED AREAS SHALL BE RESTORED TO A LEVEL AND SMOOTH SURFACE PRIOR TO ACCEPTANCE OF THE WORK. DEBRIS, ETC. SHALL BE DISPOSED OF AT AN APPROVED FACILITY IN A LEGAL
MANNER.
13. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WORKING SIGNS, LIGHTS, FLASHERS AND FLAG PERSONS AS REQUIRED BY THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", TO PROVIDE FOR THE SAFETY OF WORKERS AND THE PUBLIC AT LARGE. TEMPORARY FENCING SHALL BE INSTALLED AROUND ANY OPEN AREAS OF THE SITE.
14. THE CONTRACTOR SHALL NOT ENCROACH ON PRIVATE PROPERTY OUTSIDE THE WORK AREAS WITHOUT WRITTEN PERMISSION FROM THE
AFFECTED PROPERTY OWNER.
15. ELEVATIONS ARE REFERENCED TO THE NAVD88 DATUM.
DEMOLITION NOTES:
1. CONTRACTOR SHALL CONFORM WITH ALL APPLICABLE CODES (LOCAL, STATE AND FEDERAL) FOR DEMOLITION, DUST CONTROL, EROSION
CONTROL AND DISPOSAL OF DEMOLITION MATERIAL AND DEBRIS.
2. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN TO THE EXTENT KNOWN. THE EXACT LOCATIONS AND NOTIFICATIONS OF THE
PROPER AGENCY IS THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO ANY EXCAVATION.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, PAVEMENT AND OTHER IMPROVEMENTS NOT SCHEDULED FOR REMOVAL. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY CONSTRUCTION OPERATIONS
SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
4. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL UNSUITABLE MATERIALS AND DEBRIS ENCOUNTERED OR GENERATED BY THE REMOVAL OPERATIONS, INCLUDING CONCRETE, ASPHALT, OIL, BRICK, ROCK PIPES, ETC. NO UNSUITABLE MATERIAL, SUCH AS DETERMINED BY THE OWNER'S REPRESENTATIVE, SHALL BE USED FOR BACKFILLING OR EMBANKMENT CONSTRUCTION. THE COST FOR
DISPOSAL OF THE UNSUITABLE MATERIAL SHALL BE SUBSIDIARY TO THE PROJECT.
5. STORM WATER POLLUTION PREVENTION PLAN BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED PRIOR TO ANY REMOVALS.
6. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE HAULED OFF-SITE AND PROPERLY DISPOSED OF. THE OWNER SHALL HAVE FIRST RIGHTS TO ANY MATERIALS THAT HE DEEMS SALVAGEABLE. MISCELLANEOUS STRUCTURES, CONCRETE, RUBBLE AND OTHER ITEMS SHALL BE REMOVED COMPLETELY OR DEMOLISHED TO 3' BELOW EXISTING GRADE.
SITE PLAN NOTES:
1. ALL PAVEMENT DIMENSIONS ARE TO FACE OF CURB OR EDGE OF PAVEMENT, AND ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE
OF WALL, UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL KEEP THE SITE CLEAN DURING CONSTRUCTION AND SUPPLY CONSTRUCTION CONTAINERS OR DUMPSTERS TO
MAINTAIN ALL TRASH AND DEBRIS.
3. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE ACCURACY AND LOCATION OF SITE BOUNDARY AND DIMENSIONS. ANY DISCREPANCIES DISCOVERED BETWEEN FIELD VERIFIED LOCATIONS AND PLAN LOCATIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER OF RECORD FOR RESOLUTION PRIOR TO PROCEEDING.
LEGEND:
CIVIL SITE LAYOUT PLAN
MAY 5, 2022
GRAVEL
EXISTING CONDITIONS
DEMOLITION PLANS
AND DETAILS
A101
AutoCAD SHX Text
SPIG
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AutoCAD SHX Text A
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EXISTING FENCE
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EXISTING FENCE
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NEW FENCE
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EXISTING GATE
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NEW GATE
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EXISTING 3 1/2" DIA. FENCE POST TO REMAIN
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REMOVE 5 " H X 6" WIDE 12" H X 6" WIDE CURB FROM COL. 1 TO COL. 11
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EXISTING CONCRETE SLAB & CURB TO REMAIN.
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EXISTING CON.SLAB
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MAX
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STEEL CAP PLATE ON 2" DIA. PIPE
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EXISTING STEEL GATE
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1" STL PIPE VERTICALS, SCRIBED AND WELDED TO ADJACENT PIPES
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NEW 2" DIA. STEEL PIPE EXTENSION SCRIBED AND WELDED
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EXISTING FLOOR SLAB.
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SEE DET. 7/A102 FOR REINFORCEMENT OF FENCE TYP. BOTH SIDES OF GATE OPENING.
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EXISTING GATE OPENING
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REMOVE EXISTING PIPE AND CURB FOR WITH OF GATE OPENING
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GRADE
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EXISTING CONCRETE CURB AND PIPE
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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PPM
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EPM
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SETTY
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DATE
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USDA
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NO.
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DATE
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BY
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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USDA PROJECT NO:SIGQ 212911.10
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SS
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MM/DD/YY
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__ SUBMISSION
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ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.
AutoCAD SHX Text Plotted By: Plot Date: 5/2/2022 5/2/2022 10:22:55 AM
AutoCAD SHX Text Saved By: Save Date:
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KB
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CANADIAN COUNTY,OKLAHOMA
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USDA DIRT FLOOR PENS
AutoCAD SHX Text 05/02/2022
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GENERAL NOTES
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LEGEND
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EXISTING WORK SHOWN IS BASED ON AVAILABLE DOCUMENTATION
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AND SPOT CHECKS ON SURVEY CONTRACTOR TO FIELD VERIFY
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PROCEEDING WITH WORK.
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EXISTING CONDITIONS AND COORDINATE WITH ENGINEER PRIOR TO
AutoCAD SHX Text A.
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THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL EQUIPMENT
AutoCAD SHX Text B.
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WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE
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CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING
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CONDITIONS WITH IN THE PROJECT AREA ANY DISCREPANCIES OR
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CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE COORDINATE.
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CONTRACTOR TO FIELD COORDINATE ALL REMOVAL STORAGE
AutoCAD SHX Text C.
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DISPOSAL OF EXISTING EQUIPMENT WITH THE FACILITY.
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ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES
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SAFETY REGULATIONS AND OWNERS REQUIREMENTS.
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CONTRACTOR SHALL SCHEDULE ALL WORK IN ACCORDANCE WITH
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OWNERS REQUIREMENTS.
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ALL EXISTING NOT UNDER SCOPE OF WORK SHALL REMAIN AS IS.
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BARN 16-EXISTING CONDITIONS-DEMOLITION
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CA-100
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KEY NOTES
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SEE DETAIL 2/101 PER DEMOLITION REQUIREMENTS
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AT EACH EXISTING GATE AT COLUMN LINE "C"
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REMOVE EXISTING CONCRETE CURB ALONG EXISTING
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FENCE LINE FROM COL. LINE "1" TO COL. LINE "11"
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SEE DETAIL 4/A101
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CURB DEMOLITION DETAIL AT COL.LINE "D"
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EXISTING GATE-BOTTOM PIPE RAIL ADDITION
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EXISTING GATE OPENING DEMOLITION
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HORIZONTAL PIPES SHALL BE ASTM A53 GRADE 13
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VERTICAL PIPES IN FOOTING SHALL BE X-STRONG PIPES ASTM A53
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GRADE 13
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ALL PIPES SHALL BE SADDLED AND PJP WELDED
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DONT USED.
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DONT USED.
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CONTRACTOR SHALL PREPARE DIMENSIONED LAYOUT DRAWING
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OF ENTIRE INSTALLATION,FOR REVIEW AND APPROVAL BY
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OWNER PRIOR TO INITIATING WORK.
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CONTRACTOR TO VERIFY WITH OWNER EXACT LOCATION OF GATES
ALONG COLUMN LINE D"
ASPHALT
ASPHALT
PROPOSED PLAN-NEW
CONSTRUCTION AND
DETAILS
A102
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SPIG
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EXISTING AISLE
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EXISTING AISLE
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EXISTING AISLE
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SPIG
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16 NEW OUTDOOR PENNS
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NEW AISLE
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NEW AISLE
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EXISTING FENCE
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NEW FENCE
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EXISTING GATE
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NEW GATE
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PIPE SCRIBED AND WELDED TYP. 12 LOCATIONS
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GRADE
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CL GATE
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PIPE SCRIBED AND WELDED TYP. 6 LOCATIONS
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ALL PIPE ELEMENTS ARE 2" DIA. STEEL PIPE
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GRADE
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1/2" DIA. STEEL PIPE
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1 1/4" DIA. STEEL PIPE
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2 3/8" DIA. STEEL PIPE
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4" DIA. STEEL PIPES
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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PPM
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EPM
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SETTY
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DATE
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USDA
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NO.
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DATE
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BY
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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USDA PROJECT NO:SIGQ 212911.10
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SS
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MM/DD/YY
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__ SUBMISSION
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ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.
AutoCAD SHX Text Plotted By: Plot Date: 5/2/2022 5/2/2022 10:24:40 AM
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CANADIAN COUNTY,OKLAHOMA
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USDA DIRT FLOOR PENS
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GENERAL NOTES
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LEGEND
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EXISTING WORK SHOWN IS BASED ON AVAILABLE DOCUMENTATION
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AND SPOT CHECKS ON SURVEY CONTRACTOR TO FIELD VERIFY
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PROCEEDING WITH WORK.
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EXISTING CONDITIONS AND COORDINATE WITH ENGINEER PRIOR TO
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THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL EQUIPMENT
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WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE
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CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING
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CONDITIONS WITH IN THE PROJECT AREA ANY DISCREPANCIES OR
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CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE COORDINATE.
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CONTRACTOR TO FIELD COORDINATE ALL REMOVAL STORAGE
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DISPOSAL OF EXISTING EQUIPMENT WITH THE FACILITY.
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ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES
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SAFETY REGULATIONS AND OWNERS REQUIREMENTS.
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CONTRACTOR SHALL SCHEDULE ALL WORK IN ACCORDANCE WITH
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OWNERS REQUIREMENTS.
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ALL EXISTING NOT UNDER SCOPE OF WORK SHALL REMAIN AS IS.
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BARN 16-PROPOSED PLAN-NEW WORK PLAN
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CA-100
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ALIGN
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ALIGN
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ALIGN
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ALIGN
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ALIGN
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PROVIDE A NEW 10' WIDE NEW AISLE SEE SITE PLAN FOR LOCATION
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PROVIDE TYP. STEEL FENCE PANEL SEE 5/A102
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ADD BOTTOM PIPE RAIL TO 16 GATES SEE DETAIL 3/A101
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NEW CONSTRUCTION NOTES
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PROVIDE TYP.STEEL GATE PANEL SEE 4/A102
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AutoCAD SHX Text 316" STEEL PLATE WELDED TO EXISTING COL. FLANGES TO 6'-8" HIGH. LEAVE 1" GAP AT BASE TO CONCRETE
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STEEL CLADING AT COLUMNS D/1,4,7,9 & 10
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STEEL CLADING AT COLUMNS D/2,3,5,6,8 &9
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AutoCAD SHX Text 316" STEEL PLATE WELDED TO EXISTING COL. FLANGES TO 6'-8" HIGH. LEAVE 1" GAP AT BASE TO CONCRETE
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EXISTING STRUCTURE SLAB LINE
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EXISTING STRUCTURE SLAB LINE
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TYPICAL NEW STEEL GATE PANEL
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AutoCAD SHX Text Scale: 3/4"=1'-0"
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TYPICAL NEW STEEL FENCE PANEL
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FENCE POST
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1" STEEL PIPE TYP. OF 3
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GATE POST
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12" DIA. STEEL HINGE PIN
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TYPICAL GATE STEEL HINGE(2 PER GATE)
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AutoCAD SHX Text NEW 3"X " STEEL STRAP 316" STEEL STRAP WELDED TO EXISTING 2 "PIPE 14"PIPE AND THROUGH BOLTED TO CONCRETE CURB WITH 8" X " 34" BOLT,WELDED SECURE.
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EXISTING CONCRETE CURB (6" H X 5 " W)12" W)
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EXISTING 2 1/4" PIPE FENCE
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TYPICAL STRAP DETAIL
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TYP. OF 6
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TYP. OF 4
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NOT USED
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NOT USED
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HORIZONTAL PIPES SHALL BE ASTM A53 GRADE 13
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VERTICAL PIPES IN FOOTING SHALL BE X-STRONG PIPES ASTM A53
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GRADE 13
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ALL PIPES SHALL BE SADDLED AND PJP WELDED
PARTIAL TYPICAL PEN PLAN
AND DETAILS
A103
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CL OF PEN 10'-0" CLEAR GATE OPENING
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IN GROUND FENCE POST PIER (TYP)SEE DETAIL 2/A103
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EXISTING FENCE
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NEW 9'-3" WIDE GATE PANELS
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EDGE OF EXISTING CONCRETE CURB
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NEW GATE IN EXISTING FENCE
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EXIST.AISLE
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EXISTING GATE-MODIFIED PIER DETAIL 3/A101
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EXISTING PEN DEMISING FENCE
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SEE DETAIL 2/A101 FOR CURB DEMOLITION
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SEE DETAIL 7/A102 FOR BOTTOM RAIL ATTACHMENT TO CURB
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NEW FENCE
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IN SLAB FENCE POST SEE 3/A103
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EXISTING FENCE
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DIA
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TOP OF PIER
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ELEV. 0'-0"'
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BOTTOM OF PIER
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ELEV. -4'-0"
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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PPM
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EPM
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SETTY
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DATE
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USDA
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NO.
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DATE
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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USDA PROJECT NO:SIGQ 212911.10
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SS
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MM/DD/YY
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__ SUBMISSION
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ORIGINAL DRAWING SIZE IS 36" X 48", SCALE ENTITIES ACCORDINGLY IF REDUCED.
AutoCAD SHX Text Plotted By: Plot Date: 5/2/2022 5/2/2022 10:25:59 AM
AutoCAD SHX Text Saved By: Save Date:
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CANADIAN COUNTY,OKLAHOMA
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USDA DIRT FLOOR PENS
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PARTIAL TYPICAL PEN PLAN
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CA
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TYPICAL IN-GROUND FENCE POST PIER
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FENCE POST 4" DIA. X DIA. STRENG PIPE (ASTM A53 GRADE 13)
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SOIL
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3" CLEAR COVER
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LAP TIE ENDS 12" MIN
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4 VERTICAL # 3S
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# 3 TIES STARTING AT 3 TIES STARTING AT BOTTOM OF POST
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SAWCUT 18" SQUARE OPENING [N EXISTING SLAB.
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TYPICAL IN-SLAB FENCE POST PIER
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FENCE POST 4" DIA. X DIA. STRENG PIPE (ASTM A53 GRADE 13)
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EXISTING CONCRETE SLAB.
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NEW FENCE POST PIER SEE X/AXXX FOR DETAILS
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CONCRETE
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10'
| 20210928-21-0106 - Setty - USDA Barn El Reno - Topo- PDF |
| Sheets and Views |
| plat-22 x 34 (20) |
| ArchCombined |
| A0.01 1-A0-01 |
| Sheets and Views |
| A0-01 |
| A101 |
| Sheets and Views |
| 101 |
| A102 |
| Sheets and Views |
| 102 |
| A103 |
| Sheets and Views |
| 103 |
| CS-CS |
| Sheets and Views |
| CS |
| USDA El Reno Pens - Civil Plans 2022-05-02 (1) |
| M04-21007-00-GR |
| M04-21007-00-LA |
File details come from the government source that posted it. Updated .