ESBD_464742_1761254590260_Appendix F - Civil Signed MSU Plans.pdf

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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RAMP

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2 HANDICAPPED PARKING SPACES

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CORLETT, PROBST & BOYD, P.L.L.C.

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WICHITA FALLS, TEXAS 76302

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PHONE (940)723-1455

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AutoCAD SHX Text S:\WALT\2025\25-0574\25-0574.DWG C1 DEMO P-10/7/2025 3:51 PM S-9/30/2025 3:55 PM WALTER THOMPSON C1 DEMO P-10/7/2025 3:51 PM S-9/30/2025 3:55 PM WALTER THOMPSONC1 DEMO P-10/7/2025 3:51 PM S-9/30/2025 3:55 PM WALTER THOMPSON P-10/7/2025 3:51 PM S-9/30/2025 3:55 PM WALTER THOMPSONP-10/7/2025 3:51 PM S-9/30/2025 3:55 PM WALTER THOMPSON S-9/30/2025 3:55 PM WALTER THOMPSONS-9/30/2025 3:55 PM WALTER THOMPSON WALTER THOMPSONWALTER THOMPSON

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ENGINEERS - SURVEYORS

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SEPTEMBER, 2024

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DEMOLITION 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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REMOVE AND REUSE 161 LF OF EXISTING FENCE

AutoCAD SHX Text REMOVE 2560 SQ. FT. OF EXISTING CONCRETE SIDEWALK, CURB, PARKING LOT, ENTRANCE AND RAMPS

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SAWCUT EXISTING CONCRETE PARKING

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DEVIN G. SMITH

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REGISTERED PROFESSIONAL ENGINEER NO. 84012

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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 DEMOLITION NOTES: 1. ALL DEMOLITION WORK SHALL BE CONDUCTED ACCORDING TO ALL ALL DEMOLITION WORK SHALL BE CONDUCTED ACCORDING TO ALL APPLICABLE CITY, COUNTY, STATE, AND/OR GOVERNING BODY STANDARDS. ALL DEMOLITION WORK SHALL, AT A MINIMUM SHALL, CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS." LATEST EDITION, AS PUBLISHED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS ("NCTCOG"). 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY ON THE JOB SITE THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY ON THE JOB SITE DURING DEMOLITION. ALL EXCAVATIONS SHALL BE MADE IN ACCORDANCE WITH OSHA TRENCH SAFETY PROVISIONS. 3. THE ENGINEER HAS ATTEMPTED TO LOCATE AND SHOW THE GENERAL THE ENGINEER HAS ATTEMPTED TO LOCATE AND SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITY FACILITIES THAT EXIST FOR THE PROJECT, BOTH VISIBLE AND UNDERGROUND. HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL POTENTIAL UTILITY AND PIPELINE PROVIDERS IN A TIMELY MANNER PRIOR TO DEMOLITION WORK SO THAT UTILITIES CAN BE LOCATED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THEIR EMPLOYEES ABOUT THE EXISTENCE OF THESE UTILITIES AND CAUTION THEM OF THEIR LOCATIONS. ALL EXISTING UTILITY LINES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED ON THE PLANS. THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE EXCAVATING. 4. THIS DEMOLITION PLAN ONLY SHOWS THE REMOVAL OF KNOWN SITE THIS DEMOLITION PLAN ONLY SHOWS THE REMOVAL OF KNOWN SITE FEATURES AND UTILITIES, AS SHOWN ON THE SURVEY. IF OTHER SITE FEATURES, UTILITIES, STRUCTURES, AND MISCELLANEOUS ITEMS, BOTH BURIED AND ABOVE GROUND ARE DISCOVERED WITHIN THE WORK ZONE AND NEED TO BE REMOVED, THEN THE CONTRACTOR SHALL CONTACT CITY, ENGINEER AND/OR OWNER PRIOR TO REMOVING THE ITEMS 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PROVIDE SERVICE, WHETHER THESE UTILITIES ARE SHOWN ON THE PLAN OR NOT. 6. ALL UNSUITABLE SOIL MATERIAL AND DEBRIS SHALL BE REMOVED FROM ALL UNSUITABLE SOIL MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, STATE, AND FEDERAL LAWS AND ORDINANCES. 7. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE OF BACKFILL IN DEMOLITION AREAS SHALL BE COMPACTED. CONTRACTOR TO PREVENT WATER FROM DRAINING ONTO ADJACENT PROPERTIES. 8. THE CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO SAVE TREES THE CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO SAVE TREES WITHIN THE PROPERTY. REMOVAL OF ANY TREES NOT SPECIFICALLY LISTED ON THE DEMOLITION PLAN SHALL BE CONDUCTED ONLY WITH APPROVAL FROM THE OWNER/ENGINEER...

AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR SHALL VIDEO AND/OR PHOTOGRAPH THE WORK SITE THE CONTRACTOR SHALL VIDEO AND/OR PHOTOGRAPH THE WORK SITE PRIOR TO BEGINNING CONSTRUCTION AND IMMEDIATELY AFTER COMPLETION. THE VIDEO WILL BE USED TO DOCUMENT SITE CONDITIONS FOR THE CONTRACTOR'S PROTECTION. 2. ALL CONSTRUCTION SHALL BE ACCORDING TO THE ENGINEERING PLANS, ALL CONSTRUCTION SHALL BE ACCORDING TO THE ENGINEERING PLANS, PROJECT SPECIFICATIONS, TCEQ PERMITS AND CODES, LOCAL STANDARDS, AND "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS. "LATEST EDITION, AS PUBLISHED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS ("NCTCOG"). IN THE EVENT OF A DISCREPANCY BETWEEN REQUIREMENTS, THE MORE STRINGENT REQUIREMENT WILL APPLY EXCEPT WHERE OTHERWISE APPROVED BY THE PROJECT ENGINEER. 3. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGE THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGE TO PRIVATE PROPERTY, INCLUDING BUT NOT LIMITED TO FENCES, PAVEMENT, AND TREES MARKED TO BE PROTECTED AT NO ADDITIONAL COST TO THE OWNER AND AS SUBSIDIARY TO THE CONTRACT. 4. CONTRACTOR SHALL KEEP ALL EQUIPMENT, PIPE, MATERIALS, E.T.C., OFF CONTRACTOR SHALL KEEP ALL EQUIPMENT, PIPE, MATERIALS, E.T.C., OFF OF ALL OTHER PRIVATE PROPERTY UNLESS SPECIFICALLY PERMITTED BY THE PRIVATE PROPERTY'S OWNER IN WRITING. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING WATER FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING WATER FOR CONSTRUCTION FROM THE CITY OR FROM A PRIVATE SOURCE. 6. LOCAL ROAD ACCESS MUST BE MAINTAINED AT ALL TIME THROUGHOUT LOCAL ROAD ACCESS MUST BE MAINTAINED AT ALL TIME THROUGHOUT CONSTRUCTIONS. ANY TEMPORARY ROAD CLOSINGS SHALL BE COORDINATED WITH THE CITY AND CONDUCTED WITH ADEQUATE TRAFFIC CONTROL MEASURE MEETING TEXAS MUTCD REQUIREMENTS.. 7. THE COORDINATE SYSTEM USED FOR ALL BEARINGS IS NAD-83 TEXAS THE COORDINATE SYSTEM USED FOR ALL BEARINGS IS NAD-83 TEXAS NORTH CENTRAL; ELEVATIONS ARE PER NAVD-88. THE TOPOGRAPHIC INFORMATION IN THIS PLAN MAY OR MAY NOT INCLUDE ALL CURRENTLY EXISTING IMPROVEMENTS OR VEGETATION. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND VERIFYING CONDITIONS PRIOR TO BIDDING. 8. ALL ITEMS PROVIDED FOR THIS PROJECT MUST BE BRAND NEW UNLESS ALL ITEMS PROVIDED FOR THIS PROJECT MUST BE BRAND NEW UNLESS STATED OTHERWISE. ADDITIONALLY, ALL WORK IS TO BE GUARANTEED AGAINST ANY FAULTY MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FOLLOWING SUBSTANTIAL COMPLETION OR ACCEPTANCE OF THE WORK BY ALL RELEVANT JURISDICTIONS. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING, AT THEIR OWN EXPENSE, ANY WORK THAT MAY EXHIBIT DEFECTS IN EITHER MATERIAL OR WORKMANSHIP WITHIN THE SPECIFIED TIMEFRAME.

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REMOVE 64 LF OF EXISTING CONCRETE CURB

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REMOVE 45 LF OF EXISTING CONCRETE CURB

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REMOVE 4 PARKING STRIPES

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TREE TO REMAIN AND BE PROTECTED

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REMOVE 62 LF OF EXISTING CONCRETE CURB

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REMOVE AND DESTUMP TWO 24" TREES

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REMOVE 84 LF OF EXISTING FENCE

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REMOVE 2 HANDICAPPED PARKING SYMBOLS

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REMOVE NO PARKING STRIPING

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REMOVE AND DESTUMP 17" TREE

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REMOVE AND DESTUMP 1-18" TREE AND 3-19" TREES

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REMOVE STOP SIGN AND RETURN TO OWNER

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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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B B

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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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CHECKED

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AutoCAD SHX Text S:\WALT\2025\25-0574\25-0574.DWG C2 SI PLAN P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSON C2 SI PLAN P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSONC2 SI PLAN P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSON P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSONP-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSON S-9/30/2025 3:55 PM WALTER THOMPSONS-9/30/2025 3:55 PM WALTER THOMPSON WALTER THOMPSONWALTER THOMPSON

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ENGINEERS - SURVEYORS

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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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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.

AutoCAD SHX Text NEW FENCE TO MATCH DESIGN, HEIGHT, AND MATERIALS OF EXISTING RELOCATED FENCE. NO NEW BRICK COLUMNS ARE TO BE INSTALLED. SEE TYPE II FENCE DETAIL ON SHEET C3.

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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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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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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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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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CHECKED

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DRAWN

AutoCAD SHX Text S:\WALT\2025\25-0574\25-0574.DWG C3 FEN DET P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSON C3 FEN DET P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSONC3 FEN DET P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSON P-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSONP-10/7/2025 3:52 PM S-9/30/2025 3:55 PM WALTER THOMPSON S-9/30/2025 3:55 PM WALTER THOMPSONS-9/30/2025 3:55 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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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 2-#4's CONT. W/ #3 AT 24" C/C

AutoCAD SHX Text 1x8 RED CEDAR BOARD & 1x2 BATTEN PLANKS (STAINED)

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MIN. 30" BELOW LOWEST FINISH GRADE

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CONT. CONC. BASE

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MIN. 30" BELOW LOWEST FINISH GRADE

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CONT. CONC. CAP

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TYPE I 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