Tab 16 SIR Attach 3 Drawings.pdf

PDF 6 MB Posted Jul 27, 2023

Attached to: Requirement for the replacement of the Tactical Communications (TACCOM) tower and existing shelter in Republic, WA (Klondike)
Solicitation number: 6973GH-23-R-00166
Issued by: Department of Transportation Federal Aviation Administration Franchise Acquisition Services

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Written by GovTribe AI · Dec 20, 2023

This structural engineering document package provides plans and specifications for the replacement of an existing Tactical Communications tower and shelter in Republic, WA. The project involves demolishing the existing 52-foot monopole tower and 8' x 16' fiberglass equipment shelter and constructing a new 60-foot self-supporting tower, 12' x 20' equipment building, 500-gallon propane tank, and associated site work. The structural steel tower and foundation are to be designed and analyzed according to TIA-222-H standards. Galvanized steel will be used for all tower components and anchor bolts. The precast concrete equipment building will include separate generator and equipment rooms. Construction is planned to minimize service interruptions during the two-day maximum estimated cutover to the new facilities.

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Other files

File	Type	Posted
Tab 16 SIR Attach 10 RFI Responses w Clarifications for 6973GH-23-R-00166.pdf	PDF	Aug 28, 2023
Tab 20 Amendment 0004.pdf	PDF	Aug 28, 2023
Tab 20 Amendment 0003.pdf	PDF	Aug 24, 2023
Tab 16 SIR Attach 9 RFI Responses for 6973GH-23-R-00166.pdf	PDF	Aug 24, 2023
Tab 20 Amendment 0002.pdf	PDF	Aug 20, 2023
Tab 20 Amendment 0001.pdf	PDF	Aug 7, 2023
Tab 16 SIR Attach 6 Performance Bond.pdf	PDF	Jul 27, 2023
Tab 16 SIR Attach 2 Specifications.pdf	PDF	Jul 27, 2023
Tab 16 SIR 6973GH-23-R-00166.pdf	PDF	Jul 27, 2023
Tab 16 SIR Attach 5 Experience Form.docx	DOCX document	Jul 27, 2023
Tab 16 SIR Attach 4 Contractors Release Form DOT F4220.4.doc	DOC document	Jul 27, 2023
Tab 16 SIR Attach 1 Klondike SOW updated.pdf	PDF	Jul 27, 2023
Tab 16 SIR Attach 7 Payment Bond.pdf	PDF	Jul 27, 2023
Tab 16 SIR Attach 8 DB Wage.pdf	PDF	Jul 27, 2023

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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: SPOKANE SPOKANE STATION: SPOKANE SPOKANE SITE: KLONDIKE KLONDIKE COORDINATES: LAT-48.6752, LONG- 118.7302 LAT-48.6752, LONG- 118.7302 -118.7302 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: CORY YEAGER CORY YEAGER 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 52 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT EXISTING 52 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT EXISTING 52 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 52 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 52 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT MONO POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT POLE TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT TOWER WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT WITH NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT NEW 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 60 FT SELF SUPPORTING TOWER (SST), 12 FT X 20 FT 60 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 NATURAL GAS FUEL SUPPLY. PROJECT SHALL EQUIPMENT BUILDING, BACK-UP GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL EQUIPMENT BUILDING, BACK-UP GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL BUILDING, BACK-UP GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL BUILDING, BACK-UP GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL BACK-UP GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL BACK-UP GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL GENERATOR AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL AND NATURAL GAS FUEL SUPPLY. PROJECT SHALL NATURAL GAS FUEL SUPPLY. PROJECT SHALL NATURAL GAS FUEL SUPPLY. PROJECT SHALL GAS FUEL SUPPLY. PROJECT SHALL GAS FUEL SUPPLY. PROJECT SHALL FUEL SUPPLY. PROJECT SHALL FUEL SUPPLY. PROJECT SHALL SUPPLY. PROJECT SHALL SUPPLY. PROJECT SHALL PROJECT SHALL PROJECT SHALL SHALL SHALL ALSO INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF INCLUDE RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF RELOCATION OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF OF EXISTING ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF 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 OF ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF ANTENNAS FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF FROM EXISTING TOWER TO NEW TOWER AND RELOCATION OF EXISTING TOWER TO NEW TOWER AND RELOCATION OF EXISTING TOWER TO NEW TOWER AND RELOCATION OF TOWER TO NEW TOWER AND RELOCATION OF TOWER TO NEW TOWER AND RELOCATION OF TO NEW TOWER AND RELOCATION OF TO NEW TOWER AND RELOCATION OF NEW TOWER AND RELOCATION OF NEW TOWER AND RELOCATION OF TOWER AND RELOCATION OF TOWER AND RELOCATION OF AND RELOCATION OF AND RELOCATION OF RELOCATION OF RELOCATION OF OF OF 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. DEMOLISH EXISTING ROHN TOWER AND FOUNDATION. DEMOLISH EXISTING ROHN TOWER AND FOUNDATION. 2. CONSTRUCT NEW TOWER FOUNDATION AND EQUIPMENT BUILDING FOUNDATION. CONSTRUCT NEW TOWER FOUNDATION AND EQUIPMENT BUILDING FOUNDATION. 3. CONSTRUCT NEW TOWER AND NEW EQUIPMENT BUILDING. CONSTRUCT NEW TOWER AND NEW EQUIPMENT BUILDING. 4. TRANSFER ANTENNAS FROM EXISTING TOWER TO NEW. TRANSFER ANTENNAS FROM EXISTING TOWER TO NEW. 5. TRANSFER ELECTRICAL EQUIPMENT FROM EXISTING BUILDING TO NEW. TRANSFER ELECTRICAL EQUIPMENT FROM EXISTING BUILDING TO NEW. 6. DEMOLISH EXISTING TOWER AND EQUIPMENT BUILDING. DEMOLISH EXISTING TOWER AND EQUIPMENT BUILDING. 7. GRADE TOWER SITE AS INDICATED GRADE TOWER SITE AS INDICATED 8. CONSTRUCT CHAIN LINK FENCE CONSTRUCT CHAIN LINK FENCE 9. RESTORE SITE TO PRE-CONSTRUCTION CONDITION.RESTORE SITE TO PRE-CONSTRUCTION CONDITION.

AutoCAD SHX Text SHEET NAME NAME C000 COVER SHEET COVER SHEET C001 GENERAL NOTES GENERAL NOTES C100 SITE SURVEY AND DEMOLITION PLAN SITE SURVEY AND DEMOLITION PLAN C101 SITE PLAN SITE PLAN C102 SITE LAYOUT SITE LAYOUT C103 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 DETAILS FENCE GROUNDING DETAILS E104 ELECTRICAL DETAILS ELECTRICAL DETAILS E105 LIGHTNING PROTECTION/EQUIPMENT RELOCATION PLANLIGHTNING PROTECTION/EQUIPMENT RELOCATION PLAN

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REVIEWED BY

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: CORY YEAGER

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ISSUED BY STRUCTURE SUPPORT BRANCH

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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-SPW-SPW-C000

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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KLONDIKE, WASHINGTON COVER SHEET

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FIRM

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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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PROJECT LOCATION

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KLONDIKE

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KLONDIKE MOUNTAIN

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REPLUBIC, WA

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REPUBLIC, WA

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KNOB HILL RD

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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 OWNER. 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. 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. 7. 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 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. UTILITY NOTES 1. CONTRACTOR TO NOTIFY ENGINEER, OWNER REPRESENTATIVE, AND THE LOCAL UTILITY DEPARTMENTS CONTRACTOR TO NOTIFY ENGINEER, OWNER REPRESENTATIVE, AND THE LOCAL UTILITY DEPARTMENTS PRIOR TO COMMENCING WORK ON INSTALLATION OF UTILITIES 48 HOURS IN ADVANCE. GENERAL SITE GRADING NOTES: 1. 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 OWNER AUTHORIZED REPRESENTATIVE. SITE SECURITY NOTES: 1. SITE SHALL BE KEPT SECURE FROM PUBLIC AT ALL TIMES DURING CONSTRUCTION.SITE SHALL BE KEPT SECURE FROM PUBLIC AT ALL TIMES DURING CONSTRUCTION.

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REVIEWED BY

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ISSUED BY STRUCTURE SUPPORT BRANCH

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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-SPW-SPW-C001

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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KLONDIKE, WASHINGTON GENERAL NOTES

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FIRM

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

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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 OWNER 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 OWNER 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 OWNER PROMPTLY FOR CLARIFICATION. THE OWNER SHALL ISSUE WRITTEN ADDENDA TO BIDDERS CLARIFYING SUCH MATTERS. THE OWNER 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 WASHINGTON 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 OWNER. 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 OWNER ANY ERROR, INCONSISTENCY, OR OMISSION HE THE CONTRACTOR SHALL REPORT TO THE OWNER 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 OWNER. 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 IN A CLEAN 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: CORY YEAGER

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ENGINEER

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SEE C101

A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 26, TWN. 37 N., RGE. 32 E. W.M.

FERRY COUNTY, WASHINGTON.

KLONDIKE TOWER SITE

VERTICAL DATUM

BASIS OF BEARING

UTILITY NOTES

LEGEND

SCALE ( IN FEET )

20 40

N O

R T

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AutoCAD SHX Text 3868.27

AutoCAD SHX Text F26"

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AutoCAD SHX Text 3861.26

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UPP

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UTVFIBER

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UTVFIBER

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UTVFIBER

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UTVFIBER

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UTFIBERMARKER

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UGA

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UGA

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UPP

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UGA

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UPGR

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VTR1FT ANT TWR CUT ON 36 CONC

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HUB AND TACK

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UPROPTANK

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UPROPTANK

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UFIBGLASSTOWER

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UPVC

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UGRNDRODX2

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ROCKBASK

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ROCKBASK

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LOCBOX

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LOCBOX

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LOCBOX

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UPROPTANK

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REBAR AND CAP

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REBAR AND CAP

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BORE

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UPMT

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UPP TOWER BASE

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SOLARWXSTATION

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SUMON

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POSTDMBALLYHOO5

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GPSTRIPOD

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SUMONALUMCAP

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705 3947.30 TOWERTOP

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706 3968.03 TOWERTOP

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707 3935.58 TOWERTOP

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TOWERTOP

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FIBER VAULT

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FIBER MARKER

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CONC TOWER BASE

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ABANDONED

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ABANDONED

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PROPANE TANK

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PAINTED LOCATE LIMITS

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EXISTING MONOPOLE

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CONC TOWER BASE

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ABANDONED CONC TOWER BASE

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GROUND ROD

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GENERATOR ON CONC PAD

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CONDUIT

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END LOCATE

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FOUND REBAR AND CAP

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FOUND SPIKE DCI CONTROL POINT #91

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FOUND ALUM CAP ON REBAR ABOVE GRADE LS 19649

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FOUND FERRY COUNTY BRASS DISK ELEV=3874.17

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WOOD POST W/ TAG BALLY HOO #5

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GPS TRIPOD NGS P021

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SOLAR STATION

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TEST PIT

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ROCK BASKET WITH ANTENNA

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TOP WHIP =3992.82

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TOWER TOP=3947.30 TOP WHIP=3968.03

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TOP WHIP=3935.58

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ELEVATED PLATFORM ON UTILITY POLES

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CINDER BLOCK BLDG FF=3888.19

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FIBERGLASS SHACK ON BLOCKS

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6' CHAIN LINK/BARBED WIRE

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SECURED AREA UNABLE TO ACCESS

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GRAVEL DRIVE

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AHBL #102 HUB AND TACK N:618064.7570 E:2148534.6540 ELEV:3878.39

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AHBL #101 HUB AND TACK N:617872.1790 E:2148468.8620 ELEV:3876.47

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GUY LINE (TYP)

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TOP WHIP=3933.73

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NO UTILITY PAINT OBSERVED AT TIME OF SURVEY

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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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ISSUED BY STRUCTURE SUPPORT BRANCH

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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-SPW-SPW-C100

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REV

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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KLONDIKE, WASHINGTON SITE SURVEY AND DEMOLITION 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

AutoCAD SHX Text NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A.

AutoCAD SHX Text NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET.

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1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS-BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS-BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION.

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FOUND MONUMENT AS NOTED

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FOUND SURVEY MARKER

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SOIL BORE

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GUY ANCHOR

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UTILITY POWER POLE

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F-FIR

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HUB AND TACK

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GUY LINE

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OVERHEAD UTILITIES

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FENCE

AutoCAD SHX Text KEYED NOTES: EXISTING ROHN TOWER (APPROXIMATELY 60 FEET TALL), CONCRETE FOUNDATION, GUYS AND GUY FOUNDATIONS TO BE DEMOLISHED. TOWER IS NOT IN USE AND HAS NO EQUIPMENT MOUNTED ON IT. ALL DEMOLISHED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR. EXISTING FIBERGLASS EQUIPMENT BUILDING (8'x16', APPROX.) TO BE DEMOLISHED. THE EQUIPMENT BUILDING CONTAINS ANTENNA EQUIPMENT (COMMUNICATION RACKS, SIGNAL GENERATORS, POWER SOURCES, ETC.), MISCELLANEOUS ELECTRICAL DEVICES, HVAC EQUIPMENT AND AN EMERGENCY GENERATOR. THE CONTRACTOR SHALL RELOCATE THE ANTENNA EQUIPMENT ONCE THE NEW TOWER AND EQUIPMENT BUILDING HAS BEEN ACCEPTED BY THE GOVERNMENT. THE REMAINING DEVICES WITHIN THE BUILDING, INCLUDING THE EMERGENCY GENERATOR, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF OFF GOVERNMENT PROPERTY. EXISTING 52' TALL MONOPOLE ANTENNA TO BE DEMOLISHED AFTER ACCEPTANCE OF NEW TOWER AND EQUIPMENT BUILDING. THE CONTRACTOR SHALL RELOCATE EXISTING ANTENNAS FROM THE MONOPOLE TO THE NEW TOWER. A LIST OF TOWER MOUNTED EQUIPMENT IS PROVIDED ON DRAWING S100. EXISTING PROPANE TANK TO BE REMOVED FROM SITE. EXISTING ROHN GUYS AND GUY FOUNDATIONS TO BE DEMOLISHED.

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UNKNOWN TENANT

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SITE SURVEY

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AutoCAD SHX Text DESCRIPTION OF LEASE: THIS SPACE SHALL BE AT THE CURRENT FRANSON PEAK REPEATER SITE, LOCATED ON A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER (NW1/4NW1/4) OF SECTION TWENTY-SEVEN (27), TOWNSHIP THIRTY-NINE (39) NORTH. RANGE THIRTY-THREE (33) EWM, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE NE CORNER, WHICH IS 17 CHAINS E. AND 4 CHAINS S. OF THE NW CORNER OF 12 CHAINS E. AND 4 CHAINS S. OF THE NW CORNER OF SEC. 27, T.39N., R.33 EWM (ORIGINAL G.L.O. SURVEY); THENCE W. 4 CHAINS TO THE NW CORNER; THENCE S. 2.5 CHAINS TO THE SW CORNER; THENCE E. 4 CHAINS TO THE SE CORNER; THENCE N. 2.5 CHAINS TO THE NE CORNER, OR THE PLACE OF BEGINNING.

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UNKNOWN TENANT

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APPROXIMATE AREA FOR SOIL DISPOSAL

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: CORY YEAGER

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SCALE ( IN FEET )

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LEG 'C'

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LEG 'A'

NEW SST

NEW ICE BRIDGE

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FOUNDATION

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TOP ELEV 3881.50

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FIBER VAULT

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FIBER MARKER

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CONC TOWER BASE

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PROPANE TANK

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ABANDONED CONC TOWER BASE

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GENERATOR ON CONC PAD

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CONDUIT

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ABANDONED

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END LOCATE

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BROKEN CONC BASE

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FOUND REBAR AND CAP

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FOUND SPIKE DCI CONTROL POINT #91

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TOP WHIP =3992.82

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TOWER TOP=3947.30 TOP WHIP=3968.03

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TOP WHIP=3935.58

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TOP WHIP=3927.77

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CINDER BLOCK BLDG FF=3888.19

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6' CHAIN LINK/BARBED WIRE

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SECURED AREA UNABLE TO ACCESS

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GRAVEL DRIVE

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NO UTILITY PAINT OBSERVED AT TIME OF SURVEY

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AHBL #102 HUB AND TACK N:618064.7570 E:2148534.6540 ELEV:3878.39

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MIKE MONRONEY AERONAUTICAL CENTER

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OKLAHOMA CITY, OKLAHOMA

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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-SPW-SPW-C101

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REV

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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KLONDIKE, WASHINGTON 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

AutoCAD SHX Text EXISTING NEW NEW FOUND MONUMENT HUB AND TACK FOUND SURVEY MARKER TEST PIT GUY ANCHOR UTILITY POWER POLE F-FIR GUY LINE OVERHEAD UTILITIES FENCE CONTOUR CHAIN LINE FENCE UNDERGROUND COMMUNICATION LINE EQUIPMENT BUILDING SELF SUPPORTING TOWER AGGREGATE SURFACE

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SCALE:

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SITE PLAN

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LEGEND:

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AutoCAD SHX Text KEYED NOTES: MAXIMUM SLOPE TO BE 1V:3H SLOPE 10%, MINIMUM WIDTH=12.0' UNDERGROUND GAS LINE TO EMERGENCY GENERATOR. 3" AGGREGATE SURFACE, TYP. 4' PERSONAL GATE

AutoCAD SHX Text NOTE: EXISTING CONSTRUCTION TO BE DEMOLISHED OR REMOVED IS NOT SHOWN ON THIS DRAWING FOR CLARITY. CONTRACTOR IS TO BE AWARE THAT SOME ITEMS MAY NOT BE DEMOLISHED UNTIL THE NEW TOWER IS FUNCTIONABLE AND THIS BEEN ACCEPTED BY THE CONTRACTING OFFICER.

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SUBMITTED BY: JAMES EVANS

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SCALE ( IN FEET )

10 20

N O

R T

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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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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-SPW-SPW-C102

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REV

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DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION

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KLONDIKE, WASHINGTON SITE LAYOUT

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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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SITE LAYOUT

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EQUIP. ROOM

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GEN. ROOM

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500 GALLON PROPANE TANK

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CHAIN LINK FENCE

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TANK FOUNDATION

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12' SWING GATE

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EQUIPMENT BUILDING

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TOWER

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TOWER FOUNDATION

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EXISTING CHAIN LINK FENCE

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EXISTING FENCE CORNER

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EXISTING FENCE CORNER

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4' PERSONNEL GATE

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SUBMITTED BY: JAMES EVANS

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APPROVED BY: CORY YEAGER

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ENGINEER

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END, CORNER & BRACE

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POST TYPES

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LINE

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FENCE

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HEIGHT

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POST TYPE & MIN. SIZE

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MIN. ANCHOR SIZE

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FOUNDATION HOLE DIAMETER

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AutoCAD SHX Text 36 IN (914.4 mm)

AutoCAD SHX Text 24 IN (609.6 mm)

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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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AutoCAD SHX Text 12-18 FT (3.7-5.5 m)

AutoCAD SHX Text 18-24 FT (5.5-7.3 m)

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GATE LEAF LENGTH

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SIZE

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WEIGHT

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12' TO 26'

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LBS/LF

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GATE OPENING

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ROUND

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HOLE

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POST

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DEPTH

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DEPTH

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HOLE

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DIA.

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POST SCHEDULE (NEW) (GALVANIZED)

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LBS/LF

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MINIMUM POST SIZE

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SIZE

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WEIGHT

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LBS/LF

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HOLE

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MIN. ANCHOR SIZE

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ROUND

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DIA.

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DEPTH

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DEPTH

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HOLE

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POST

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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

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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 LINE BAY

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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

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SEE E103 FOR GROUNDING

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A…

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File details come from the government source that posted it. Updated Jul 27, 2023.