ESBD_464742_1761747378598_C2 SI PLAN Revised 10-27-25.pdf
PDF 1 MB Posted
- Solicitation number
- 735-2026-8247
- Issued by
- Upton County, Texas
About this file
This is a Site Improvement Plan document prepared by Corlett, Probst & Boyd, P.L.L.C., for Midwestern State University in Wichita Falls, Texas, detailing construction specifications for parking lot improvements at the Highland Addition property located at 4605 Old Jacksboro Highway. The project involves installation of 161 linear feet of relocated fence, 708 square feet of new drive pavement, 48 linear feet of new concrete curb, 544 square feet of new concrete pavement, 103 linear feet of new fence, 101 square feet of new concrete sidewalk, and additional curbing totaling 51 linear feet across multiple areas. The plan was revised on October 27, 2025, and includes detailed construction drawings and specifications prepared by registered professional engineer Devin G. Smith. A non-mandatory pre-bid meeting was held on October 30, 2025, with proposal submissions due November 13, 2025, at 2:00 p.m. Central Time, with project completion required by March 1, 2026.
The project specifications require Class A concrete with 3,000 PSI minimum compressive strength for most applications and Class C concrete with 3,600 PSI for specific elements, monolithic curb and gutter construction, Grade 60 rebar installation, light broom finish on exposed surfaces, and traffic striping with Sherman-Williams or PPG paint. All paving must be placed on properly prepared and compacted subgrade per geotechnical specifications, with contraction joints saw-cut within 24 hours of initial set and sealed with self-leveling sealer. Contractors are responsible for verifying utility locations, protecting existing facilities, and complying with City of Wichita Falls standards and ADA accessibility requirements, including maximum 1:12 slope for handicap ramps and 2 percent or less cross slope for sidewalks. New traffic shall be prohibited on pavement for a minimum of 14 days until compressive strength testing confirms design strength achievement. All work within city rights-of-way requires an approach permit and must comply with Standard Specifications for Public Works Construction published by the North Central Texas Council of Governments.
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B L O C K 4 6 H I G H L A N D A D D I T I O N
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ALLEY
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RAMP
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38.3' B TO B
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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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PHONE (940)723-1455
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APPROVED
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AutoCAD SHX Text S:\WALT\2025\25-0574\25-0574.DWG C2 SI PLAN P-10/27/2025 4:05 PM S-10/27/2025 4:04 PM WALTER THOMPSON C2 SI PLAN P-10/27/2025 4:05 PM S-10/27/2025 4:04 PM WALTER THOMPSONC2 SI PLAN P-10/27/2025 4:05 PM S-10/27/2025 4:04 PM WALTER THOMPSON P-10/27/2025 4:05 PM S-10/27/2025 4:04 PM WALTER THOMPSONP-10/27/2025 4:05 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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SEPTEMBER, 2024
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SITE IMPROVEMENT PLAN
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OF 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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INSTALL 161 LF OF RELOCATED FENCE
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INSTALL 708 SQ. FT. OF NEW DRIVE
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INSTALL 48 LF OF NEW CONCRETE CURB
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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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AutoCAD SHX Text CAUTION!!! ---- UNDERGROUND UTILITIES!!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED APPROXIMATELY BY SIGHT OR FROM INFORMATION SUPPLIED BY THE VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER AND OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE LOCATIONS SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION; TO TAKE NECESSARY PRECAUTIONS TO PROTECT ALL FACILITIES ENCOUNTERED; AND TO NOTIFY ENGINEER PROMPTLY OF ALL CONFLICTS WITH THE PROPOSED WORK. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES AND FACILITIES FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF REPAIR OR REPLACEMENT OF ANY FACILITIES AS REQUIRED BY THE FACILITY OWNERS. CONTACT ALL POSSIBLE UTILITY AND FACILITY OWNERS AND TAKE PROPER SAFETY AND PROTECTION MEASURES AS REQUIRED BY THE FACILITY OWNERS.
AutoCAD SHX Text SITE PAVING NOTES: 1. ALL VEGETATIVE & DELETERIOUS MATERIALS SHALL BE REMOVED FROM ALL VEGETATIVE & DELETERIOUS MATERIALS SHALL BE REMOVED FROM AREAS TO RECEIVE PAVEMENTS. TOPSOIL MAY BE STOCKPILED FOR REUSE ON THE SITE. 2. ALL PAVING AND STRUCTURES SHALL BE PLACED ON PREPARED ALL PAVING AND STRUCTURES SHALL BE PLACED ON PREPARED SUBGRADE OR SELECT FILL (NOT SAND). FILL MATERIAL, PLACEMENT & COMPACTION SHALL BE AS SPECIFIED IN THAT GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRADYNE, PROJECT No. D181061. ALL LIFTS SHALL BE PROPERLY COMPACTED AND TESTED. 3. ALL CONCRETE (UNLESS OTHERWISE NOTED ON DETAILS) SHALL BE CLASS ALL CONCRETE (UNLESS OTHERWISE NOTED ON DETAILS) SHALL BE CLASS A”, DEVELOPING A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI , DEVELOPING A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM. USE “BULL-NOSED” EDGER OR 3/4 CHAMFER ON ALL EXPOSED BULL-NOSED” EDGER OR 3/4 CHAMFER ON ALL EXPOSED EDGER OR 3/4 CHAMFER ON ALL EXPOSED EDGES. PROVIDE LIGHT BROOM FINISH. 4. ALL REBAR SHALL BE GRADE 60, FREE OF EXCESSIVE RUST & MILL ALL REBAR SHALL BE GRADE 60, FREE OF EXCESSIVE RUST & MILL SCALE, & SHALL BE INSTALLED IN ACCORDANCE WITH ACI 318, LATEST EDITION. 18” TRANSVERSE BARS SHALL BE TURNED UP INTO OR DOWN TRANSVERSE BARS SHALL BE TURNED UP INTO OR DOWN INTO FOOTINGS OR WALLS. 5. ALL CURBING SHALL BE MONOLITHIC CURB AND GUTTER. DOWEL-ON ALL CURBING SHALL BE MONOLITHIC CURB AND GUTTER. DOWEL-ON CURBING SHALL NOT BE ALLOWED. 6. EXPANSION JOINTS SHALL NOT BE PLACED TO RUN WITH FLOW LINES. EXPANSION JOINTS SHALL NOT BE PLACED TO RUN WITH FLOW LINES. 7. 1/4" CONTRACTION JOINTS SHALL BE SAW CUT TO 1/4” THE PAVEMENT 1/4" CONTRACTION JOINTS SHALL BE SAW CUT TO 1/4” THE PAVEMENT THE PAVEMENT THICKNESS WITHIN 24 HOURS OF CONCRETE REACHING ITS INITIAL SET AT A MAXIMUM OF 16' ON CENTER EACH WAY. AFTER ALL PAVING IS IN PLACE, ALL JOINTS SHALL BE BLOWN CLEAN WITH COMPRESSED AIR AND SEALED WITH SELF LEVELING SEALER, W.R. 8. CONSTRUCTION JOINTS SHALL BE DOWELED TOGETHER PER DETAILS. CONSTRUCTION JOINTS SHALL BE DOWELED TOGETHER PER DETAILS. DOWELS MAY BE ELIMINATED IF TRANSVERSE STEEL IS CONTINUOUS ACROSS THE JOINT. 9. ALL SIDEWALKS AND HANDICAP ACCESSIBLE ROUTES SHALL HAVE A CROSS ALL SIDEWALKS AND HANDICAP ACCESSIBLE ROUTES SHALL HAVE A CROSS SLOPE OF 2% OR LESS. HANDICAP RAMPS SHALL NOT EXCEED A 1:12 SLOPE, REFER TO RAMP DETAILS. 10. TRAFFIC SHALL NOT BE ALLOWED UPON THE NEW PAVEMENT FOR A TRAFFIC SHALL NOT BE ALLOWED UPON THE NEW PAVEMENT FOR A MINIMUM OF 14 DAYS OR UNTIL COMPRESSIVE TESTS INDICATE THAT DESIGN STRENGTH HAS BEEN ACHIEVED. 11. AFTER ALL CONCRETE PLACEMENT AND AFTER JOINT SEALANT HAS CURED, AFTER ALL CONCRETE PLACEMENT AND AFTER JOINT SEALANT HAS CURED, THE PARKING SPACES, DRIVE LANES, AND DIRECTIONAL ARROWS SHALL BE STRIPED AS SHOWN USING SHERMAN-WILLIAMS OR PPG TRAFFIC MARKING PAINT APPLIED FULL STRENGTH IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL STRIPES SHALL BE A MINIMUM OF 4" WIDE EXCEPT THE STOP LINES WHICH SHALL BE 12" WIDE X 15' LONG. HANDICAP STRIPING SHALL BE BLUE, ALL OTHERS WHITE. PAINTED AREAS SHALL BE PROTECTED FROM TRAFFIC UNTIL THOROUGHLY DRY. 12. A CITY OF WICHITA FALLS APPROACH PERMIT IS REQUIRED AND THE A CITY OF WICHITA FALLS APPROACH PERMIT IS REQUIRED AND THE APPROACHES WILL BE SUBJECT TO CITY INSPECTION. 13. ALL WORK WITHIN CITY RIGHTS-OF-WAY SHALL COMPLY WITH THE ALL WORK WITHIN CITY RIGHTS-OF-WAY SHALL COMPLY WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS". LATEST EDITION, AS PUBLISHED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. AN APPROACH PERMIT WILL BE REQUIRED. 14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF EMPLOYEES AND THE PUBLIC AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO REDUCE RISK ON THE JOBSITE. TRAFFIC SAFETY MEASURES MEETING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, SHALL BE USED WITHIN THE STREET RIGHT-OF-WAY TO PROTECT THE TRAVELING PUBLIC.
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ROADWAY
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SCALE: NONE
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14" PER FOOT TYPICAL
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SUBGRADE (ITEM 4.6) COMPACTED TO 95% AS PER ASTM D-698
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#3 "L" BARS @ 24" O.C.
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3 EACH - #3 BARS CONTINUOUS
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LIMITS OF EXCAVATION
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CLASS "A" CONCRETE
AutoCAD SHX Text GENERAL NOTES: 1. DOWEL REINFORCEMENT 6" INTO EXISTING CURB AND DOWEL REINFORCEMENT 6" INTO EXISTING CURB AND GUTTER. 2. CONSTRUCT " EXPANSION JOINTS AT 60' ON CENTER ANDCONSTRUCT " EXPANSION JOINTS AT 60' ON CENTER AND12" EXPANSION JOINTS AT 60' ON CENTER ANDCONTRACTION JOINTS AT 15' ON CENTER. 3. SEE ITEM 8.2 OF THE STANDARD SPECIFICATIONS. SEE ITEM 8.2 OF THE STANDARD SPECIFICATIONS. 4. ALL CONCRETE SHALL BE CLASS C, 3,600 PSI. ALL CONCRETE SHALL BE CLASS C, 3,600 PSI. 5. SAND SHALL NOT BE ACCEPTED AS COMPACTED SAND SHALL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP SAND WILL BE ALLOWED FOR LEVEL-UP ONLY (2" MAX.).
AutoCAD SHX Text BACKFILL WITH SUITABLE MATERIAL COMPACTED TO 90° ASTM D-698 AND DRESS FROM BACK OF CURB TO PROPERTY LINE
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MONOLITHIC CURB AND GUTTER
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LIGHT DUTY - 5" PAVEMENT SECTION NTS
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SEE CURB DETAILS
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AutoCAD SHX Text STABILIZED SUBGRADE TO BE SCARIFIED, MOISTENED TO WITHIN 98% + 102% OPTIMUM MOISTURE AND COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) MAX 8" LIFTS.
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INSTALL 544 SQ. FT. OF NEW CONCRETE
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INSTALL 103 LF OF NEW FENCE. SEE TYPE II FENCE DETAIL ON SHEET C3.
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INSTALL 23 LF OF NEW CONCRETE CURB
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INSTALL 101 SQ. FT OF NEW CONCRETE SIDEWALK
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AREA TO BE BACKFILLED AND GRADED. HYDROMULCH TO BE USED AS AN ALTERNATE.
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INSTALL 20 LF OF NEW CONCRETE CURB
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INSTALL 8 LF OF NEW CONCRETE CURB
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ROW
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SECTION B-B CONTRACTION JOINT
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PLAN
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#3 REBAR @ 18" O.C.E.W. CENTERED IN SLAB
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BACK OF CURB
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COMPACTED SUBGRADE 90% ASTM D-698
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4' MIN.
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40' MAX.
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5'-0" (MAX.) CONTRACTION JOINT
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1/2" EXPANSION JOINT
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SIDEWALK
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NOT TO SCALE
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*SLOPE WITH GRADE OF STREET (TOP OF CURB) (SEE NOTE #5)
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ROW
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VARIES SEE SIDEWALK WIDTHS AND LOCATION DETAILS
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4'-0" MIN.
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2%%% MAX.
AutoCAD SHX Text GENERAL NOTES: 1. SIDEWALK REINFORCING (EXCLUDING DRIVE APPROACHES) SHALL BE #3 BARS @ 18" O.C.E.W. OR #4 BARS ON 24" O.C. SIDEWALK REINFORCING (EXCLUDING DRIVE APPROACHES) SHALL BE #3 BARS @ 18" O.C.E.W. OR #4 BARS ON 24" O.C. 2. ALL CONCRETE SHALL BE CLASS "C", (COMPRESSIVE STRENGTH OF 3,600 PSI. @ 28 DAYS.) ALL CONCRETE SHALL BE CLASS "C", (COMPRESSIVE STRENGTH OF 3,600 PSI. @ 28 DAYS.) 3. SAND SHALL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. SAND SHALL NOT BE ACCEPTED AS COMPACTED SUBGRADE. SAND WILL BE ALLOWED FOR LEVEL-UP ONLY. 4. ANY UTILITY BOXES OR MANHOLES WITHIN THE SIDEWALK MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR ANY UTILITY BOXES OR MANHOLES WITHIN THE SIDEWALK MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT, OR OWNER OF UTILITY, TO BE FLUSH WITH FINISH GRADE, OR RELOCATED OUT OF THE SIDEWALK TO THE PROPER GRADE. ALL ADJUSTMENT COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE SIDEWALK. 5. CROSS SLOPE AT DRIVE APPROACHES AND RAMPS MUST COMPLY WITH ADA REQUIREMENTS. CROSS SLOPE AT DRIVE APPROACHES AND RAMPS MUST COMPLY WITH ADA REQUIREMENTS. (1 INCH PER FOOT MAXIMUM) 6. IF SIDEWALK IS PLACED ADJACENT TO CURB, MINIMUM WIDTH SHALL BE 6'. IF SIDEWALK IS PLACED ADJACENT TO CURB, MINIMUM WIDTH SHALL BE 6'. 7. PLACE SIDEWALK 1' OFF ROW LINE. PROVIDE 5' MINIMUM WIDTH SIDEWALK IN COMMERCIAL AREAS WITH HEAVY PLACE SIDEWALK 1' OFF ROW LINE. PROVIDE 5' MINIMUM WIDTH SIDEWALK IN COMMERCIAL AREAS WITH HEAVY PEDESTRIAN MOVEMENTS. 8. SIDEWALKS INSTALLED WITHIN TXDOT RIGHT OF WAY SHALL BE A MINIMUM WIDTH OF 5' AND MEET REQUIREMENTS OF SIDEWALKS INSTALLED WITHIN TXDOT RIGHT OF WAY SHALL BE A MINIMUM WIDTH OF 5' AND MEET REQUIREMENTS OF TXDOT PEDESTRIAN STANDARDS.
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SECTION A-A
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INSTALL 4 NEW PARKING STRIPS
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NEW FENCE TO END AT ADJACENT OWNERS EXISTING EAST/WEST FENCE.
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MATCH EXISTING
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2'- 6" CONCRETE FLUME (SEE DETAIL SHEET C3)
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SIDEWALK FLUME (SEE DETAIL SHEET C3)
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MATCH EXISTING
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REVISED 10-27-25: ADDED 2'-6" CONCRETE FLUME
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| Sheets and Views |
| C2 SI PLAN |
File details come from the government source that posted it. Updated .