ESBD_464742_1761747436632_C3 FEN DET Revised 10-27-25.pdf
PDF 257 KB Posted
- Solicitation number
- 735-2026-8247
- Issued by
- Upton County, Texas
About this file
This is a technical drawing document prepared by Corlett, Probst & Boyd, P.L.L.C., engineering firm based in Wichita Falls, Texas, for Midwestern State University. The document, revised on October 27, 2025, provides detailed fence specifications and installation details for the Facilities Shops Yard Expansion project located at the university's existing parking lot in the Highland Addition area. The project encompasses two types of fence configurations with specific material and construction requirements. Type I fencing features 1x8 red cedar board and batten planks stained to a height of 8 feet, supported by 2 7/8-inch schedule 40 galvanized metal poles set in concrete at 8-foot on-center maximum intervals with poles embedded at minimum 30 inches below finish grade. Type II fencing consists of 1x6 red cedar planks stained, with similar pole specifications. Both fence types utilize continuous 2x4 red cedar runners and 2x6 red cedar furring strips, all stained, with concrete bases and reinforcement consisting of two number 4 continuous reinforcing bars with number 3 bars at 24-inch centers. The drawing also includes specifications for concrete flume sections and sidewalk details with 5-inch thick concrete, 3000 PSI strength, reinforced with number 3 bars at designated spacing, and subgrade compaction requirements to 90 percent per ASTM D-698 standards.
The technical specifications indicate a comprehensive fence installation project requiring adherence to precise structural and material standards established by the consulting engineer, Devin G. Smith, Texas Professional Engineer No. 84012. The drawing reflects the revised project scope dated October 27, 2025, incorporating additional flume details as noted on the document. All materials are specified as red cedar with staining requirements, galvanized metal pole components, and reinforced concrete work with specific compaction and strength requirements. The documentation serves as the technical basis for contractor bidding and project execution under the RFP 735-2026-8247 solicitation, with all work subject to completion by March 1, 2026, and prevailing wage compliance requirements established by the state.
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Text version
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CORLETT, PROBST & BOYD, P.L.L.C.
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WICHITA FALLS, TEXAS 76302
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SHEET OF
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SCALE:
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PHONE (940)723-1455
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APPROVED
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CHECKED
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DRAWN
AutoCAD SHX Text S:\WALT\2025\25-0574\25-0574.DWG C3 FEN DET P-10/27/2025 4:06 PM S-10/27/2025 4:04 PM WALTER THOMPSON C3 FEN DET P-10/27/2025 4:06 PM S-10/27/2025 4:04 PM WALTER THOMPSONC3 FEN DET P-10/27/2025 4:06 PM S-10/27/2025 4:04 PM WALTER THOMPSON P-10/27/2025 4:06 PM S-10/27/2025 4:04 PM WALTER THOMPSONP-10/27/2025 4:06 PM S-10/27/2025 4:04 PM WALTER THOMPSON S-10/27/2025 4:04 PM WALTER THOMPSONS-10/27/2025 4:04 PM WALTER THOMPSON WALTER THOMPSONWALTER THOMPSON
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ENGINEERS - SURVEYORS
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TBPE F-279 TBPLS-100541-00
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WAT
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DGS
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DGS
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SEPTEMBER, 2024
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FENCE DETAILS
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FOR EXISTING PARKING LOT
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OUT OF BLOCK 46, HIGHLAND ADDITION
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MIDWESTERN STATE UNIVERSITY
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WICHITA FALLS, WICHITA COUNTY, TEXAS
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4605 OLD JACKSBORO HIGHWAY
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BASIS OF BEARINGS ARE NAD 83 - TEXAS NORTH CENTRAL
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WO#25-0574
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DEVIN G. SMITH
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REGISTERED PROFESSIONAL ENGINEER NO. 84012
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DEVIN G. SMITH
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8'-0" (AS ACCEPTED W/ADD. ALT. NO. 2)
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AutoCAD SHX Text 1x8 RED CEDAR BOARD & 1x2 BATTEN PLANKS (STAINED)
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AutoCAD SHX Text 2 7/8" SCHED. 40 GALV. METAL POLE w/ CAP @ 8'-0" O.C. MAX. - SET IN MIN. 12" CONCRETE
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MIN. 30" BELOW LOWEST FINISH GRADE
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AutoCAD SHX Text CONT. 2x4 RED CEDAR RUNNERS
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CONT. CONC. BASE
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AutoCAD SHX Text 1x6 RED CEDAR PLANKS (STAINED)
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AutoCAD SHX Text 2 7/8" SCHED. 40 GALV. METAL POLE w/ CAP @ 8'-0" O.C. MAX. - SET IN MIN. 12" CONCRETE
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MIN. 30" BELOW LOWEST FINISH GRADE
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AutoCAD SHX Text CONT. RED CEDAR 2x4 RUNNERS
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CONT. CONC. CAP
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TYPE I FENCE DETAIL NOT TO SCALE
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TYPE II FENCE DETAIL NOT TO SCALE
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TYPE I FENCE ELVATION NOT TO SCALE
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TYPE II FENCE ELVATION NOT TO SCALE
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3/8" STEEL PLATE
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NOT TO SCALE
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TYPICAL SECTION OF SIDEWALK FLUME
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SIDEWALK
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RECESSED ANCHOR BOLTS AT 2 FOOT CENTERS EACH SIDE.
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FOOT
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PER
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5" THICK 3000 PSI CONCRETE WITH NO. 3 BARS AT 12" O.C.E.W.
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COMPACT 6" RAW SUBGRADE TO 90% ASTM D-698
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TYP.
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NOT TO SCALE
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TYPICAL SECTION OF 2'-6" CONCRETE FLUME
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NO. 3 BARS AT 18" O.C.E.W. DOWEL INTO PROPOSED PAVEMENT AND CURB
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6" TYP.
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REVISED 10-27-25: ADDED FLUME DETAILS
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