09 Attachment 09 Warroad Final 100 Drawings.pdf

DEPARTMENT OF HOMELAND SECURITY

CUSTOMS AND BORDER PROTECTION

BORDER PATROL AIR AND MARINE

PROJECT INFORMATION

PROJECT TEAM

SCOPE OF WORK

SEQUENCE OF OPERATIONS

INDEX OF SHEETS

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MIKE MONRONEY AERONAUTICAL CENTER

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OKLAHOMA CITY, OKLAHOMA

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AutoCAD SHX Text SCOPE: TOWER REPLACEMENT TOWER REPLACEMENT SECTOR: GRAND FORKS GRAND FORKS STATION: WARROAD WARROAD SITE: WARROAD, MN WARROAD, MN COORDINATES: N 49.9006° /W -95.3937° N 49.9006° /W -95.3937° PROGRAM: TALMECTALMEC

AutoCAD SHX Text SPONSOR AGENCY: DHS-CBP-BPAM DHS-CBP-BPAM SPONSOR PROGRAM MANAGER: SCOTT SOMERVILLE SCOTT SOMERVILLE SPONSOR PROJECT ENGINEER: SCOTT HEISER SCOTT HEISER SERVICE AGENCY: FAALC FAALC SERVICE PROGRAM MANAGER: JAMES EVANS JAMES EVANS SERVICE PROJECT ENGINEER: COREY YEARGER COREY YEARGER AE FIRM: THE JOHNSON McADAMS FIRM, P.A. THE JOHNSON McADAMS FIRM, P.A. PROJECT MANAGER: TOM TOLLISON, P.E.TOM TOLLISON, P.E.

AutoCAD SHX Text REPLACE EXISTING 200 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT EXISTING 200 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT EXISTING 200 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 200 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 200 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT GUYED TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT TOWER WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT WITH NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT NEW 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 200 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT SUPPORTING TOWER (SST), 12 FT X 20 FT SUPPORTING TOWER (SST), 12 FT X 20 FT TOWER (SST), 12 FT X 20 FT TOWER (SST), 12 FT X 20 FT (SST), 12 FT X 20 FT (SST), 12 FT X 20 FT 12 FT X 20 FT 12 FT X 20 FT FT X 20 FT FT X 20 FT X 20 FT X 20 FT 20 FT 20 FT FT FT PREFABRICATED EQUIPMENT BUILDING, BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT EQUIPMENT BUILDING, BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT EQUIPMENT BUILDING, BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT BUILDING, BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT BUILDING, BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT BACK-UP GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT GENERATOR AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT AND 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT 10 DAY NATURAL GAS FUEL SUPPLY. PROJECT DAY NATURAL GAS FUEL SUPPLY. PROJECT DAY NATURAL GAS FUEL SUPPLY. PROJECT NATURAL GAS FUEL SUPPLY. PROJECT NATURAL GAS FUEL SUPPLY. PROJECT GAS FUEL SUPPLY. PROJECT GAS FUEL SUPPLY. PROJECT FUEL SUPPLY. PROJECT FUEL SUPPLY. PROJECT SUPPLY. PROJECT SUPPLY. PROJECT PROJECT PROJECT SHALL ALSO INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION ALSO INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION ALSO INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION FROM EXISTING TOWER TO NEW TOWER AND RELOCATION FROM EXISTING TOWER TO NEW TOWER AND RELOCATION EXISTING TOWER TO NEW TOWER AND RELOCATION EXISTING TOWER TO NEW TOWER AND RELOCATION TOWER TO NEW TOWER AND RELOCATION TOWER TO NEW TOWER AND RELOCATION TO NEW TOWER AND RELOCATION TO NEW TOWER AND RELOCATION NEW TOWER AND RELOCATION NEW TOWER AND RELOCATION TOWER AND RELOCATION TOWER AND RELOCATION AND RELOCATION AND RELOCATION RELOCATION RELOCATION OF ELECTRICAL EQUIPMENT FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND ELECTRICAL EQUIPMENT FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND ELECTRICAL EQUIPMENT FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND EQUIPMENT FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND EQUIPMENT FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND FROM EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND EXISTING EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND EQUIPMENT BUILDING TO NEW BUILDING. UPON COMPLETION AND BUILDING TO NEW BUILDING. UPON COMPLETION AND BUILDING TO NEW BUILDING. UPON COMPLETION AND TO NEW BUILDING. UPON COMPLETION AND TO NEW BUILDING. UPON COMPLETION AND NEW BUILDING. UPON COMPLETION AND NEW BUILDING. UPON COMPLETION AND BUILDING. UPON COMPLETION AND BUILDING. UPON COMPLETION AND UPON COMPLETION AND UPON COMPLETION AND COMPLETION AND COMPLETION AND AND AND ACCEPTANCE OF NEW TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE OF NEW TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE OF NEW TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE NEW TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE NEW TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE TOWER AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE AND EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE EQUIPMENT, THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE THE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE EXISTING TOWER AND EQUIPMENT BUILDING SHALL BE TOWER AND EQUIPMENT BUILDING SHALL BE TOWER AND EQUIPMENT BUILDING SHALL BE AND EQUIPMENT BUILDING SHALL BE AND EQUIPMENT BUILDING SHALL BE EQUIPMENT BUILDING SHALL BE EQUIPMENT BUILDING SHALL BE BUILDING SHALL BE BUILDING SHALL BE SHALL BE SHALL BE BE BE DEMOLISHED.

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1. CLEAR AND GRUB SITE AS REQUIRED. CLEAR AND GRUB SITE AS REQUIRED. 2. PROVIDE COMPACTED FILL AS REQUIRED. PROVIDE COMPACTED FILL AS REQUIRED. 3. CONSTRUCT TOWER FOUNDATION. CONSTRUCT TOWER FOUNDATION. 4. CONSTRUCT TOWER. CONSTRUCT TOWER. 5. CONSTRUCT BUILDING CONSTRUCT BUILDING 6. TRANSFER ANTENNAS FROM EXISTING TOWER TO NEW. TRANSFER ANTENNAS FROM EXISTING TOWER TO NEW. 7. TRANSFER ELECTRICAL EQUIPMENT FROM EXISTING BUILDING TO NEW. TRANSFER ELECTRICAL EQUIPMENT FROM EXISTING BUILDING TO NEW. 8. DEMOLISH EXISTING TOWER AND EQUIPMENT BUILDING.DEMOLISH EXISTING TOWER AND EQUIPMENT BUILDING.

AutoCAD SHX Text SHEET NAME NAME C000 COVER SHEET COVER SHEET C001 GENERAL NOTES GENERAL NOTES C100 SITE PLAN SITE PLAN C101 SITE LAYOUT SITE LAYOUT C102 FENCE DETAILS FENCE DETAILS C200 SEDIMENT AND EROSION CONTROL DETAILS SEDIMENT AND EROSION CONTROL DETAILS S000 STRUCTURAL GENERAL NOTES, ABBREVIATIONS, & LEGEND STRUCTURAL GENERAL NOTES, ABBREVIATIONS, & LEGEND S100 TOWER FOUNDATION PLAN AND DETAILS TOWER FOUNDATION PLAN AND DETAILS S101 EQUIPMENT BLDG. DETAILS EQUIPMENT BLDG. DETAILS S102 MISC. TOWER DETAILS MISC. TOWER DETAILS E101 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN E102 ELECTRICAL GROUNDING PLAN ELECTRICAL GROUNDING PLAN E103 FENCE GROUNDING PLAN FENCE GROUNDING PLAN E104 TOWER/ICE BRIDGE GROUNDING PLAN TOWER/ICE BRIDGE GROUNDING PLAN E105 LIGHTNING PROTECTION PLAN LIGHTNING PROTECTION PLAN R100 PROPERTY SURVEYPROPERTY SURVEY

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REVIEWED BY

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: COREY YEAGER, P.E.

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ISSUED BY STRUCTURE SUPPORT BRANCH

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DESIGNED BY TOLLISON

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DRAWN BY WOODARD

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CHECKED BY JOHNSON

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DATE:

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6973GH-19C-00086

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TACCOM-GFN-WRD-C000

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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WARROAD, MINNESOTA COVER SHEET

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FIRM

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THE

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (601) 455-4943

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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PROJECT LOCATION

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350TH STREET

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WARROAD

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WARROAD, MN

AutoCAD SHX Text Professional Engineer I hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report certify that this plan, specification, or report certify that this plan, specification, or report that this plan, specification, or report that this plan, specification, or report this plan, specification, or report this plan, specification, or report plan, specification, or report plan, specification, or report specification, or report specification, or report or report or report report report was prepared by me or under my direct supervision and prepared by me or under my direct supervision and prepared by me or under my direct supervision and by me or under my direct supervision and by me or under my direct supervision and me or under my direct supervision and me or under my direct supervision and or under my direct supervision and or under my direct supervision and under my direct supervision and under my direct supervision and my direct supervision and my direct supervision and direct supervision and direct supervision and supervision and supervision and and and that I am a duly Licensed Professional Engineer under I am a duly Licensed Professional Engineer under I am a duly Licensed Professional Engineer under am a duly Licensed Professional Engineer under am a duly Licensed Professional Engineer under a duly Licensed Professional Engineer under a duly Licensed Professional Engineer under duly Licensed Professional Engineer under duly Licensed Professional Engineer under Licensed Professional Engineer under Licensed Professional Engineer under Professional Engineer under Professional Engineer under Engineer under Engineer under under under the laws of the state of Minnesota. Signature: Typed or Printed name: Alan Barger Alan Barger Date: License Number: 57595 License Number: 57595 57595

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ENGINEER

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MIKE MONRONEY AERONAUTICAL CENTER

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OKLAHOMA CITY, OKLAHOMA

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AutoCAD SHX Text EROSION CONTROL NOTES: 1. THE STORMWATER SEDIMENT AND EROSION CONTROL PLAN SHOWN ON DRAWING C200 SHALL BE THE STORMWATER SEDIMENT AND EROSION CONTROL PLAN SHOWN ON DRAWING C200 SHALL BE IMPLEMENTED AND MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. 2. THE CONTRACTOR SHALL PERFORM INSPECTIONS AND MAINTENANCE OF THE EROSION CONTROL THE CONTRACTOR SHALL PERFORM INSPECTIONS AND MAINTENANCE OF THE EROSION CONTROL MEASURES AS REQUIRED. 3. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES TO PREVENT CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES TO PREVENT SILTATION OF ADJACENT PROPERTY AND DRAINAGE FACILITIES. 4. ANY SILTATION OF ADJACENT PROPERTY OR DRAINAGE FACILITIES SHALL BE REMOVED BY THE ANY SILTATION OF ADJACENT PROPERTY OR DRAINAGE FACILITIES SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE BY GOVERNMENT. 5. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION HAS PROGRESSED ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION HAS PROGRESSED AND SILTATION IS NO LONGER ANTICIPATED. 6. ALL AREAS WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH SEED AND ALL AREAS WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH SEED AND MULCH OR SOD AS SOON AS PRACTICAL AFTER BEING DISTURBED. THESE AREAS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY GOVERNMENT 7. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES ON A DAILY THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES ON A DAILY BASIS DURING CONSTRUCTION INCLUDING THE REPAIR OR REPLACEMENT OF ANY FAILED MEASURES. 8. THE CONTRACTOR SHALL USE ORGANIC OR SYNTHETIC MULCHES ON CUT AND EMBANKMENT SLOPES THE CONTRACTOR SHALL USE ORGANIC OR SYNTHETIC MULCHES ON CUT AND EMBANKMENT SLOPES WHICH HAVE NOT BEEN COMPLETED TO PLAN GRADE OR WHERE THE WEATHER OR SOIL CONDITIONS WILL NOT PERMIT COMPLETING THEM WITHIN A REASONABLE TIME OR ON OTHER AREAS WHERE SOIL EROSION IS LIKELY TO OCCUR. 9. THE CONTRACTOR SHALL REMOVE MUD TRACKED ONTO PUBLIC RIGHT-OF-WAY IN A TIMELY BASIS THE CONTRACTOR SHALL REMOVE MUD TRACKED ONTO PUBLIC RIGHT-OF-WAY IN A TIMELY BASIS 10. SILT FENCES SHALL BE USED TO CONTROL AND CONTAIN THE SEDIMENT FROM STOCKPILED SOILS. SILT FENCES SHALL BE USED TO CONTROL AND CONTAIN THE SEDIMENT FROM STOCKPILED SOILS. STORMWATER POLLUTION PREVENTION SEQUENCE CONSTRUCTION STAGE 1 A. CONSTRUCT SILT TRAPS ON FENCES AT ALL EXISTING PRIMARY STORMWATER DISCHARGE POINTS CONSTRUCT SILT TRAPS ON FENCES AT ALL EXISTING PRIMARY STORMWATER DISCHARGE POINTS PRIOR TO PERFORMING ANY SITE GRADING. THIS SHALL CONSIST OF PLACING SEDIMENT CHECK DAMS AND SILT FENCING AS NECESSARY. B. PLACE ALL EROSION CONTROL MEASURES SO THAT NO DIRECT DISCHARGE OF STORM WATER CAN BE PLACE ALL EROSION CONTROL MEASURES SO THAT NO DIRECT DISCHARGE OF STORM WATER CAN BE MADE WITHOUT PASSING THROUGH THESE TEMPORARY DETENTION MEASURES. CONSTRUCTION STAGE 2 A. COORDINATE CONSTRUCTION ACTIVITIES TO CONTROL DISTURBANCE TO NATURAL GROUND WITHIN COORDINATE CONSTRUCTION ACTIVITIES TO CONTROL DISTURBANCE TO NATURAL GROUND WITHIN CONSTRUCTION LIMITS. B. PERFORM GRADING TRANSVERSE TO SLOPES. PERFORM GRADING TRANSVERSE TO SLOPES. C. PROVIDE CONTINUOUS SILT FENCING ALONG ENTIRE LENGTH OF TOE SLOPES PRIOR TO PLACING FILL PROVIDE CONTINUOUS SILT FENCING ALONG ENTIRE LENGTH OF TOE SLOPES PRIOR TO PLACING FILL MATERIAL OR GRADING. CONSTRUCTION STAGE 3 A. ESTABLISH GRASS GROUND COVER ON FINISHED SLOPES AFTER GRADING OPERATIONS ARE ESTABLISH GRASS GROUND COVER ON FINISHED SLOPES AFTER GRADING OPERATIONS ARE COMPLETE. B. ESTABLISH SILT FENCE AND SEDIMENT CHECK DAMS AT NEW DISCHARGE POINTS. ESTABLISH SILT FENCE AND SEDIMENT CHECK DAMS AT NEW DISCHARGE POINTS. CONSTRUCTION STAGE 4 A. MAINTAIN PERIMETER BARRIERS UNTIL SLOPES AND DISTURBED AREAS HAVE ATTAINED SPECIFIED MAINTAIN PERIMETER BARRIERS UNTIL SLOPES AND DISTURBED AREAS HAVE ATTAINED SPECIFIED GRASS COVER. B. REMOVE BARRIERS (SILT FENCES, HAY BALES, ETC.) AND DISPOSE OF IN ACCORDANCE WITH ALL REMOVE BARRIERS (SILT FENCES, HAY BALES, ETC.) AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS, RULES, ORDINANCE, AND APPLICABLE REGULATIONS. C. REMOVE SEDIMENT BUILD-UPS IN DETENTION FACILITIES AND DOWNSTREAM CHANNELS AND/OR REMOVE SEDIMENT BUILD-UPS IN DETENTION FACILITIES AND DOWNSTREAM CHANNELS AND/OR PIPING AS REQUIRED. D. FINISH SITE GRADING AND ESTABLISH GRASS COVER ON ALL DISTURBED AREAS. FINISH SITE GRADING AND ESTABLISH GRASS COVER ON ALL DISTURBED AREAS. UTILITY NOTES 1. CONTRACTOR TO NOTIFY ENGINEER, GOVERNMENT REPRESENTATIVE, AND THE LOCAL UTILITY CONTRACTOR TO NOTIFY ENGINEER, GOVERNMENT REPRESENTATIVE, AND THE LOCAL UTILITY DEPARTMENTS PRIOR TO COMMENCING WORK ON INSTALLATION OF UTILITIES 48 HOURS IN ADVANCE. GENERAL SITE GRADING NOTES: 1. TOP SOIL TO BE STOCKPILED ON SITE & SPREAD OVER SLOPES UPON COMPLETION OF GRADING. TOP SOIL TO BE STOCKPILED ON SITE & SPREAD OVER SLOPES UPON COMPLETION OF GRADING. 2. ALL EXCESS EXCAVATED MATERIAL TO BE SPREAD ON SITE IN A MANNER NOT TO BLOCK DRAINAGE ALL EXCESS EXCAVATED MATERIAL TO BE SPREAD ON SITE IN A MANNER NOT TO BLOCK DRAINAGE PATTERNS AS DIRECT BY THE GOVERNMENT AUTHORIZED REPRESENTATIVE. 3. ALL DISTURBED AREAS OF THE SITE SHALL BE SEEDED & FERTILIZED.ALL DISTURBED AREAS OF THE SITE SHALL BE SEEDED & FERTILIZED.

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REVIEWED BY

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ISSUED BY STRUCTURE SUPPORT BRANCH

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DESIGNED BY TOLLISON

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DRAWN BY WOODARD

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CHECKED BY JOHNSON

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DATE:

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6973GH-19C-00086

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TACCOM-GFN-WRD-C001

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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WARROAD, MINNESOTA GENERAL NOTES

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FIRM

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THE

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (601) 455-4943

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text SPECIAL CONDITIONS 1. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND SECURE FROM THE THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND SECURE FROM THE GOVERNMENT ANY ADDITIONAL INFORMATION, IF NECESSARY, THAT MAY BE REQUISITE TO A CLEAR AND FULL UNDERSTANDING OF THE WORK. 2. ANY WORK OR MATERIAL WHICH IS NOT DIRECTLY OR INDIRECTLY NOTED IN THE SPECIFICATIONS ANY WORK OR MATERIAL WHICH IS NOT DIRECTLY OR INDIRECTLY NOTED IN THE SPECIFICATIONS AND DRAWINGS, BUT IS NECESSARY FOR THE PROPER CARRYING OUT OF THE OBVIOUS INTENTION IS TO BE UNDERSTOOD AS REQUIRED, ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS MUST BE REPORTED TO THE GOVERNMENT FOR CORRECTION AND INTERPRETATION BEFORE THE WORK IS EXECUTED. 3. DURING THE BIDDING PERIOD, ANY DISCREPANCIES, CONFLICTS, AND/OR QUESTIONS OF DURING THE BIDDING PERIOD, ANY DISCREPANCIES, CONFLICTS, AND/OR QUESTIONS OF INTERPRETATION IN THE DOCUMENTS SHALL BE SUBMITTED TO THE GOVERNMENT PROMPTLY FOR CLARIFICATION. THE GOVERNMENT SHALL ISSUE WRITTEN ADDENDA TO BIDDERS CLARIFYING SUCH MATTERS. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR ORAL INSTRUCTIONS. IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR PROPER COMPREHENSION IN THE DIVISION OF THE WORK. NO ALLOWANCE SHALL BE MADE, AFTER THE BID OPENING, FOR MISUNDERSTANDING ON THE PART OF THE CONTRACTOR. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECS. AND THE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECS. AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL AND STATE GOVERNING AUTHORITIES PREPARATION AND SAFETY: 1. THE CONTRACTOR AND HIS SUBCONTRACTOR'S SHALL PERFORM ALL WORK IN A SAFE AND THE CONTRACTOR AND HIS SUBCONTRACTOR'S SHALL PERFORM ALL WORK IN A SAFE AND ORDERLY MANNER, AVOIDING HAZARDOUS CONDITIONS WHEREVER POSSIBLE. 2. THE CONTRACTOR AND HIS SUBCONTRACTOR'S SHALL ERECT SUITABLE BARRIERS AROUND THE CONTRACTOR AND HIS SUBCONTRACTOR'S SHALL ERECT SUITABLE BARRIERS AROUND HAZARDOUS DEMOLITION AND CONSTRUCTION AREAS TO DETOUR LOCAL TRAFFIC AND PREVENT NORMAL ACCESS TO SUCH AREAS BY UNAUTHORIZED PERSON. 3. THE CONTRACTOR AND HIS SUBCONTRACTOR'S SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CONTRACTOR AND HIS SUBCONTRACTOR'S SHALL PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES AND STANDERS. SITE SAFETY: IT IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE METHODS OF WORK PERFORMANCE AND SEQUENCING OF CONSTRUCTION. SITE SAFETY IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR NOTES: 1. THE CONTRACTOR SHALL PROVIDE SUPERVISION AS REQUIRED TO DIRECT THE WORK REQUIRED. THE CONTRACTOR SHALL PROVIDE SUPERVISION AS REQUIRED TO DIRECT THE WORK REQUIRED. REQUIRED. 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO COMPLETE THE WORK. 3. THE CONTRACTOR SHALL PERFORM ALL WORK AS SHOWN OR IMPLIED IN COMPLIANCE WITH ALL THE CONTRACTOR SHALL PERFORM ALL WORK AS SHOWN OR IMPLIED IN COMPLIANCE WITH ALL STATE OF MINNESOTA AND FEDERAL CODES, RULES, AND REGULATIONS. 4. THE CONTRACTOR SHALL HAVE AND MAINTAIN GENERAL LIABILITY AND WORKERS COMPENSATION THE CONTRACTOR SHALL HAVE AND MAINTAIN GENERAL LIABILITY AND WORKERS COMPENSATION INSURANCE THROUGHOUT THE PROJECT AS REQUIRED BY THE CONTRACT AND GOVERNMENT. 5. CHANGE ORDERS SHALL BE COMPLETED AND AGREED TO BY ALL PARTIES PRIOR TO ANY CHANGE ORDERS SHALL BE COMPLETED AND AGREED TO BY ALL PARTIES PRIOR TO ANY CHANGES IN WORK & EXECUTION OF THAT WORK. PROJECT WARRANTY: THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. THIS WARRANTY SHALL COVER ALL WORK PERFORMED BY HIM AND HIS SUBCONTRACTOR. GENERAL NOTES: 1. THE CONTRACTOR SHALL REPORT TO THE GOVERNMENT ANY ERROR, INCONSISTENCY, OR OMISSION THE CONTRACTOR SHALL REPORT TO THE GOVERNMENT ANY ERROR, INCONSISTENCY, OR OMISSION HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE FIELD REPRESENTATIVE. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE GOVERNMENT. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE WORK. 3. EXISTING ELEVATIONS & LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR EXISTING ELEVATIONS & LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS & UNTIL JOB IS COMPLETED. 5. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY CONTRACTOR & ALL AREAS SHALL BE ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY CONTRACTOR & ALL AREAS SHALL BE LEFT CLEAN IN A CONDITION AT ALL TIMES. 6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS & WORKERS. 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, PHONE, & TOILET FACILITIES AS THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, PHONE, & TOILET FACILITIES AS REQUIRED.

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: COREY YEAGER, P.E.

AutoCAD SHX Text Professional Engineer I hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report certify that this plan, specification, or report certify that this plan, specification, or report that this plan, specification, or report that this plan, specification, or report this plan, specification, or report this plan, specification, or report plan, specification, or report plan, specification, or report specification, or report specification, or report or report or report report report was prepared by me or under my direct supervision and prepared by me or under my direct supervision and prepared by me or under my direct supervision and by me or under my direct supervision and by me or under my direct supervision and me or under my direct supervision and me or under my direct supervision and or under my direct supervision and or under my direct supervision and under my direct supervision and under my direct supervision and my direct supervision and my direct supervision and direct supervision and direct supervision and supervision and supervision and and and that I am a duly Licensed Professional Engineer under I am a duly Licensed Professional Engineer under I am a duly Licensed Professional Engineer under am a duly Licensed Professional Engineer under am a duly Licensed Professional Engineer under a duly Licensed Professional Engineer under a duly Licensed Professional Engineer under duly Licensed Professional Engineer under duly Licensed Professional Engineer under Licensed Professional Engineer under Licensed Professional Engineer under Professional Engineer under Professional Engineer under Engineer under Engineer under under under the laws of the state of Minnesota. Signature: Typed or Printed name: Alan Barger Alan Barger Date: License Number: 57595 License Number: 57595 57595

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ENGINEER

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ORIENTATION OF THIS BEARING SYSTEM IS

BASED ON AN ROSEAU COUNTY

HORIZONTAL DATUM

VERTICAL DATUM = NAVD88

UNDERGROUND ELECTRIC

UNDERGROUND TELECOM

GUY CABLE SUPPORT

EDGE OF WOODED AREA

CONTOUR

ROADWAY CENTERLINE

POWER POLE

BENCHMARK

CONTROL POINT

GUY ANCHOR

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REQUIRED BY CONTRACTOR

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CP 1 - BENCHMARK

BENCH-TIE SPIKE IN POWER POLE

ELEV=1124.86

CP 2 - REBAR WITH PLASTIC CAP

MARKED "WSN CONTROL" N=231069.66 E=681909.22

ELEV=1124.28

CP 3 - REBAR WITH PLASTIC CAP

MARKED "WSN CONTROL"

N=231109.05 E=682047.31 ELEV=1122.53

AutoCAD SHX Text 2 1124.28 CP-CPNT cap

AutoCAD SHX Text 3 1122.53 CP-CPNT cap

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MIKE MONRONEY AERONAUTICAL CENTER

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OKLAHOMA CITY, OKLAHOMA

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REVIEWED BY

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: COREY YEAGER, P.E.

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ISSUED BY STRUCTURE SUPPORT BRANCH

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DESIGNED BY TOLLISON

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DRAWN BY WOODARD

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CHECKED BY JOHNSON

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DATE:

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6973GH-19C-00086

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TACCOM-GFN-WRD-C100

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REV

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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WARROAD, MINNESOTA SITE PLAN

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FIRM

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THE

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (601) 455-4943

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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SITE LAYOUT

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LEG 'C'

AutoCAD SHX Text KEYED NOTES: EXISTING 200' GUYED TOWER TO BE DEMOLISHED AFTER COMPLETION AND ACCEPTANCE OF NEW TOWER AND EQUIPMENT BUILDING. EXISTING FIBERGLASS EQUIPMENT BUILDING AND FOUNDATION TO BE DEMOLISHED AFTER COMPLETION AND ACCEPTANCE OF NEW TOWER AND EQUIPMENT BUILDING. NEW CHAIN LINK FENCE W/12' WIDE DOUBLE SWING GATE AND 4' WIDE PERSONNEL GATE CONCRETE GRADE BEAM, SEE S100 THE CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING AROUND THE SITE DURING CONSTRUCTION AS NECESSARY TO PROTECT THE PUBLIC AND PROVIDE CONSTRUCTION SITE SECURITY. 500 GALLON PROPANE TANK WITH FOUNDATION EXISTING ELECTRICAL SERVICE POLE NEW PRE-CAST EQUIPMENT BUILDING NEW ICE BRIDGE PROVIDE AGGREGATE SURFACING WITHIN LIMITS OF FENCING TIMBER BORDER, TYP. PROVIDE FILL MATERIAL WITH MAX. SLOPE 3'H TO 1'V (3) 8" CONCRETE FILLED BOLLARDS AT 36" O.C.

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LEG 'A'

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APPROXIMATE LIMITS OF CLEARING AND GRUBBING

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350TH STREET (ASPHALT)

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TBM CP-1

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PROPANE TANK PAD

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500 GALLON PROPANE TANK

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TANK SADDLE

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EXPANSION ANCHOR AS REQUIRED BY TANK SIZE PRIOR

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SOIL BORING B-1 (APPROXIMATE LOCATION)

AutoCAD SHX Text Professional Engineer I hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report certify that this plan, specification, or report certify that this plan, specification, or report that this plan, specification, or report that this plan, specification, or report this plan, specification, or report this plan, specification, or report plan, specification, or report plan, specification, or report specification, or report specification, or report or report or report report report was prepared by me or under my direct supervision and prepared by me or under my direct supervision and prepared by me or under my direct supervision and by me or under my direct supervision and by me or under my direct supervision and me or under my direct supervision and me or under my direct supervision and or under my direct supervision and or under my direct supervision and under my direct supervision and under my direct supervision and my direct supervision and my direct supervision and direct supervision and direct supervision and supervision and supervision and and and that I am a duly Licensed Professional Engineer under I am a duly Licensed Professional Engineer under I am a duly Licensed Professional Engineer under am a duly Licensed Professional Engineer under am a duly Licensed Professional Engineer under a duly Licensed Professional Engineer under a duly Licensed Professional Engineer under duly Licensed Professional Engineer under duly Licensed Professional Engineer under Licensed Professional Engineer under Licensed Professional Engineer under Professional Engineer under Professional Engineer under Engineer under Engineer under under under the laws of the state of Minnesota. Signature: Typed or Printed name: Alan Barger Alan Barger Date: License Number: 57595 License Number: 57595 57595

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REVIEWED BY

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SUBMITTED BY: JAMES EVANS

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ISSUED BY STRUCTURE SUPPORT BRANCH

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DESIGNED BY TOLLISON

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DRAWN BY WOODARD

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CHECKED BY JOHNSON

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DATE:

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (601) 455-4943

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SCALE:

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STIE LAYOUT

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12' DOUBLE GATE

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4' SINGLE GATE

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CHAIN LINK FENCE

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DRILLED PIER

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GRADE BEAM

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500 GALLON PROPANE TANK AND CONCRETE FOUNDATION

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PRE-FAB. EQUIP. BLDG. F.F. ELEV 1123.0'

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APPROX.

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LADDER

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ICE BRIDGE

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TIMBER BORDER

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PROPERTY LINE, SEE R100

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MOUND CONCRETE

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8" SCH. 40 STEEL BOLLARD CONCRETE FILLED. PAINT AN APPROVED SAFETY YELLOW.

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(2) 16" #4 BARS THREADED THROUGH A 3/4" HOLE AND TACK WELDED. ONE EACH WAY.

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GROUND SURFACE

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CONCRETE

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AutoCAD SHX Text Professional Engineer I hereby certify that this plan, specification, or report was hereby certify that this plan, specification, or report was hereby certify that this plan, specification, or report was certify that this plan, specification, or report was certify that this plan, specification, or report was that this plan, specification, or report was that this plan, specification, or report was this plan, specification, or report was this plan, specification, or report was plan, specification, or report was plan, specification, or report was specification, or report was specification, or report was or report was or report was report was report was was was prepared by me or under my direct supervision and that I am a by me or under my direct supervision and that I am a by me or under my direct supervision and that I am a me or under my direct supervision and that I am a me or under my direct supervision and that I am a or under my direct supervision and that I am a or under my direct supervision and that I am a under my direct supervision and that I am a under my direct supervision and that I am a my direct supervision and that I am a my direct supervision and that I am a direct supervision and that I am a direct supervision and that I am a supervision and that I am a supervision and that I am a and that I am a and that I am a that I am a that I am a I am a I am a am a am a a a duly Licensed Professional Engineer under the laws of the state Licensed Professional Engineer under the laws of the state Licensed Professional Engineer under the laws of the state Professional Engineer under the laws of the state Professional Engineer under the laws of the state Engineer under the laws of the state Engineer under the laws of the state under the laws of the state under the laws of the state the laws of the state the laws of the state laws of the state laws of the state of the state of the state the state the state state state of Minnesota. Signature: Typed or Printed name: Alan Barger Alan Barger Date: License Number: 57595 License Number: 57595 57595

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END, CORNER & BRACE

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POST TYPES

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FENCE

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MIN. ANCHOR SIZE

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8.625 IN (219 mm)

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6.625 IN (168.3 mm)

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4.000 IN (101.6 mm)

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2.875 IN (73 mm)

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STEEL POST DIAMETER

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GATE POST FOUNDATIONS

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SIZE

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GA WIRES)

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FABRIC (9

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MESH

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POST SCHEDULE (NEW) (GALVANIZED)

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TIE WIRES, ±24" O.C.

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BARBS

AutoCAD SHX Text ATTACH FENCE FABRIC TO TENSION WIRE W/HOG RINGS AT 24" O.C. (TYP. ALL FENCE BAYS)

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BARBS

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TIE WIRES, ±12" O.C.

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REINFORCING WIRE MESH TO BE ATTACHED @ 24" INTERVAL WITH HOG RINGS

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CONCRETE ANCHOR

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TENSION WIRE (TYP.)

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#9 GA. STEEL WIRE

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STRETCHER BAR BAND TO BE 4" MAX. FROM TOP AND BOTTOM AND SPACED 12" O.C. MAX.

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FABRIC

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STRETCHER BAR TO ENGAGE LINK EACH FABRIC LINK

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STRETCHER BAR (WIRE SIMILAR)

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CARRIAGE BOLT

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PLAN AT STRETCHER BAR

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DETAIL AT STRETCHER BAR

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LINE POST ATTACHMENT

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TYPICAL BRACE BAY

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STRETCHER BAR TO ENGAGE LINK EACH FABRIC LINK

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GALV. STEEL POST (SEE STEEL POST (SEE SCHEDULE FOR SIZE)

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CONCRETE ANCHOR

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BARBS

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GALVANIZED STEEL POST (SEE SCHEDULE FOR SIZE)

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TIE WIRES, ±24" O.C.

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BARBS

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TENSION WIRE (TYP.)

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GATE POST

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CONCRETE ANCHOR

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EXTENSION ARMS 45° OUTWARD, TYP.

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3 STRANDS OF BARBED WIRE, TYP.

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TYPICAL INTERMEDIATE BRACE BAY, EACH SIDE

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TIE WIRES, ±24" O.C.

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BARBS

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STRETCHER BANDS @ 12" MAX. O.C.

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TIE WIRES, ±12" O.C.

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REINFORCING WIRE MESH TO BE ATTACHED @ 24" INTERVALS W/HOG RINGS

AutoCAD SHX Text #4 BHD COPPER GROUND ATTACHED TO FENCE FABRIC, GATE POST AND GROUND ROD @ EACH GATE POST, TYP.

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SEE E103 FOR GROUNDING

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SEE SCHEDULE

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1 1/2" GALV. PIPE GATE FRAME

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TIE WIRES + 12" O.C. TOP

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AND BOTTTOM GATE FRAME

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RIVETED

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1" GALV. PIPE BRACE

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2" MESH FABRIC (11

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GA WIRES)

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STRETCHER BAR

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1 1/2" GALV. PIPE

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FRAME, TYP.

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3/8" DIA. TRUSS

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RODS (ADJ.) W/

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TURNBUCKLE, TYP.

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DIA.

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RIVETED, TYP.

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BARBS

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GATE POST

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CONCRETE

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ANCHOR

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WIDTH OF GATE OPENING 12'

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TYPICAL INTERMEDIATE

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BRACE BAY, EACH SIDE

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SEE E103 FOR GROUNDING

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TYPICAL LINE BAY

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TYPICAL DOUBLE GATE

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MIKE MONRONEY AERONAUTICAL CENTER

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OKLAHOMA CITY, OKLAHOMA

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REV

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CHKD:

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APPVD:

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REV

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CHKD:

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APPVD:

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REVIEWED BY

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ISSUED BY STRUCTURE SUPPORT BRANCH

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DESIGNED BY TOLLISON

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DRAWN BY WOODARD

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CHECKED BY JOHNSON

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DATE:

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6973GH-19C-00086

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TACCOM-GFN-WRD-C102

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REV

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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WARROAD, MINNESOTA FENCE DETAILS

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FIRM

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THE

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (601) 455-4943

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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SCALE:

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FENCE DETAILS

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NONE

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SWING GATE DETAILS

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NONE

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TYPICAL FENCE DETAILS

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NONE

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TIMBER BORDER @ FRAME

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NONE

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6" AGGREGATE SURFACE, ASTM SIZE 57 STONE

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FENCE LINE

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6X6 TREATED TIMBER

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FINISH GRADE

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FINISH GRADE

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: COREY YEAGER, P.E.

AutoCAD SHX Text Professional Engineer I hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report hereby certify that this plan, specification, or report certify that this plan, specification, or report certify that this plan, specification, or report…