ESBD_409866_1744320299068_Appendix E - SIkes Lake Culvert Repair Plans signed 03312025.pdf
PDF 4 MB Posted
- Attached to
- 735-2025-8245 Sikes Lake Culvert Repair
- Solicitation number
- 735-2025-8245
- Issued by
- Upton County, Texas
About this file
The document is a set of engineering plans for a culvert removal and replacement project for the City of Wichita Falls, Wichita County, Texas, prepared by Corlett, Probst & Boyd, P.L.L.C. The project focuses on improving the culvert on the south side of Sikes Lake, located within Wood Memorial Park. The plans include site grading notes, utility notes, demolition notes, and detailed technical drawings for proposed improvements, such as a concrete headwall, concrete apron, and pipe embedment. The project involves modifying the existing drainage infrastructure, including a 42" CMP (Corrugated Metal Pipe) and creating new concrete structures to improve water flow and park trail drainage.
The routing map provides a detailed aerial view of the project site, showing the precise location of the culvert improvements within the residential and park area. The project appears to be a municipal infrastructure upgrade aimed at enhancing drainage and park infrastructure. The documents are dated March 2025 and include technical specifications for construction, such as pipe embedment types, concrete work, and site grading requirements. The engineering firm has prepared comprehensive plans that detail the existing site conditions, proposed improvements, and technical specifications necessary for the culvert replacement project.
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LICENSED PROFESSIONAL ENGINEER NO. 116825
AutoCAD SHX Text T. Blane Boswell
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LEGEND
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FIRE HYDRANT
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GAS METER
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GUARD POST
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MANHOLE
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SIGN
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SEWER CLEANOUT
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AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR MUSH COORDINATE WORK WITH MSU TEXAS. CONTRACTOR MUSH COORDINATE WORK WITH MSU TEXAS. 2. WORK MUST CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAW. SEDIMENT CONTROL WORK MUST CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAW. SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES DURING DEMOLITION. 3. SITE ACCESS CAN BE FROM WOOD PARK. CONTRACTOR MUST PROTECT ALL EXISTING APPURTENANCES TO SITE ACCESS CAN BE FROM WOOD PARK. CONTRACTOR MUST PROTECT ALL EXISTING APPURTENANCES TO REMAIN. THIS INCLUDES, BUT IS NOT LIMITED TO, PARK EQUIPMENT, IRRIGATION, TREES, FENCES, TURF, ETC, IF IRRIGATION IS DAMAGED, IT MUST BE REPAIRED IMMEDIATELY. IF IT CANNOT BE REPAIRED IMMEDIATELY, CONTRACTOR MUST NOTIFY PARKS DEPT TO COORDINATE REPAIRS OR SHUT OFF OF WATER. 4. CONTRACTOR MUST PROTECT ALL APPURTENANCES TO REMAIN ON MSU PROPERTY, THIS INCLUDES, BUT IS CONTRACTOR MUST PROTECT ALL APPURTENANCES TO REMAIN ON MSU PROPERTY, THIS INCLUDES, BUT IS NOT LIMITED TO, EARTHEN DAM, TRAIL, BENCHES, LIGHTING, FLUMES, TREES, TURF, ETC. 5. PROPER BARRICADING AROUND THE WORK SITE IS REQUIRED, THIS MAY INCLUDE "TRAIL CLOSED AHEAD" PROPER BARRICADING AROUND THE WORK SITE IS REQUIRED, THIS MAY INCLUDE "TRAIL CLOSED AHEAD" SIGNS AND PROTECTION OF AN OPEN EXCAVATION. 6. ALL MATERIALS REMOVED BECOME OWNERSHIP OF THE CONTRACTOR AND MUST BE DISPOSED AT AN ALL MATERIALS REMOVED BECOME OWNERSHIP OF THE CONTRACTOR AND MUST BE DISPOSED AT AN APPROVED LOCATION. 7. CONTRACTOR MUST FIELD VERIFY ALL UTILITIES (PUBLIC AND PRIVATE) BEFORE BEGINNING WORK. CONTRACTOR MUST FIELD VERIFY ALL UTILITIES (PUBLIC AND PRIVATE) BEFORE BEGINNING WORK. 8. TOP SOIL REMOVED MUST BE STOCKPILED AND REUSED FOR FINAL BACKFILL. TOP SOIL REMOVED MUST BE STOCKPILED AND REUSED FOR FINAL BACKFILL. 9. CONTRACTOR TO CLEAN SAWCUT AND REMOVED THE FAILED CMP ON THE NORTH SIDE OF THE TRAIL. CONTRACTOR TO CLEAN SAWCUT AND REMOVED THE FAILED CMP ON THE NORTH SIDE OF THE TRAIL. 10. CONTRACTOR MUST USE BEST PRACTICES TO PREVENT THE MIGRATION OF EROSION. CONTRACTOR MUST USE BEST PRACTICES TO PREVENT THE MIGRATION OF EROSION. 11. CONTRACTOR MUST ENSURE POSITIVE DRAINAGE AT ALL TIMES.CONTRACTOR MUST ENSURE POSITIVE DRAINAGE AT ALL TIMES.
AutoCAD SHX Text SITE GRADING NOTES: ALL MATERIALS AND WORKMANSHIP 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"). 1. THIS PLAN IS INTENDED FOR THE SITE GRADING PURPOSES ONLY. ALL PROPOSED GRADES SHALL BE THE PROPOSED THIS PLAN IS INTENDED FOR THE SITE GRADING PURPOSES ONLY. ALL PROPOSED GRADES SHALL BE THE PROPOSED ALL PROPOSED GRADES SHALL BE THE PROPOSED FLOWLINE ELEVATION UNLESS NOTED OTHERWISE. TC=TOP OF CURB, FL=BOTTOM OF CURB OR FLOWLINE OF DRAINAGE . TC=TOP OF CURB, FL=BOTTOM OF CURB OR FLOWLINE OF DRAINAGE STRUCTURE. TOP=TOP OF WALL OR DRAINAGE STRUCTURE. BOT=BOTTOM OF WALL (NOT INCLUDING EMBEDMENT). 2. ALL PAVING AND STRUCTURES SHALL BE PLACED ON UNDISTURBED SOIL OR SELECT FILL (NOT FILL SAND) COMPACTED ALL PAVING AND STRUCTURES SHALL BE PLACED ON UNDISTURBED SOIL OR SELECT FILL (NOT FILL SAND) COMPACTED TO 95% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. 3. ALL CONCRETE FOR STORM WATER STRUCTURES (UNLESS OTHERWISE NOTED) SHALL BE CLASS "A" (PER TXDOT ITEM 421 ALL CONCRETE FOR STORM WATER STRUCTURES (UNLESS OTHERWISE NOTED) SHALL BE CLASS "A" (PER TXDOT ITEM 421 FOR STORM WATER STRUCTURES (UNLESS OTHERWISE NOTED) SHALL BE CLASS "A" (PER TXDOT ITEM 421 (UNLESS OTHERWISE NOTED) SHALL BE CLASS "A" (PER TXDOT ITEM 421 SPECS), DEVELOPING A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM. USE A "BULL-NOSED" EDGER OR 3/4 INCH CHAMFER ON ALL EXPOSED EDGES. PROVIDE A LIGHT BROOM FINISH. UNLESS OTHERWISE NOTED, ALL CONCRETE FOR STORM WATER STRUCTURES SHALL BE REINFORCED WITH #3 BARS @ 18 INCHES ON CENTER EACH WAY. 4. ALL REBAR SHALL BE GRADE 60 AND BE INSTALLED IN ACCORDANCE WITH ACI 318, LATEST EDITION. 18" OF ALL REBAR SHALL BE GRADE 60 AND BE INSTALLED IN ACCORDANCE WITH ACI 318, LATEST EDITION. 18" OF TRANSVERSE BARS SHALL BE TURNED UP INTO CURBS OR DOWN INTO FOOTINGS OR WALLS. 5. ALL TRENCHING AND EXCAVATIONS SHALL COMPLY WITH THE LATEST REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ALL TRENCHING AND EXCAVATIONS SHALL COMPLY WITH THE LATEST REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 6. NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION. NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION. 7. THE CONTRACTOR SHALL RESTORE ALL EXISTING TO REMAIN DRAINAGE STRUCTURES, SWALES, AND DITCHES TO THEIR THE CONTRACTOR SHALL RESTORE ALL EXISTING TO REMAIN DRAINAGE STRUCTURES, SWALES, AND DITCHES TO THEIR ORIGINAL CONDITION OR, BETTER, IF DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES. 8. THE CONTRACTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR SAFETY ON THIS PROJECT.THE CONTRACTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR SAFETY ON THIS PROJECT.
AutoCAD SHX Text SITE UTILITY NOTES: THE CONTRACTOR SHALL LOCATE AND EXPOSE ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION ACTIVITIES AND SHALL CONFIRM THE EXACT LOCATION, MATERIALS AND FITTINGS REQUIRED. 1. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, PRIOR UTILITY PLANS, THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, PRIOR UTILITY PLANS, TOPOGRAPHIC SURVEYS, AND SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR WORKING WITH UNDERGROUND UTILITY OWNERS TO LOCATE AND CONFIRM EXACT UTILITY LOCATIONS. THE CONTRACTOR SHALL PRESERVE ALL EXISTING UNDERGROUND UTILITIES TO REMAIN IN SERVICE. 2. WHEN EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED BY CONSTRUCTION OPERATIONS, THE WHEN EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS WITH UTILITIES. 3. EXCAVATION SHALL BE DONE IN ACCORDANCE WITH OSHA TRENCH SAFETY REQUIREMENTS. EXCAVATION SHALL BE DONE IN ACCORDANCE WITH OSHA TRENCH SAFETY REQUIREMENTS. 4. BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AND PLACED IN LIFTS NOT TO EXCEED BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AND PLACED IN LIFTS NOT TO EXCEED 8". WHEN USING MECHANICAL COMPACTION EQUIPMENT, CARE SHALL BE TAKEN TO PROTECT UTILITIES. 5. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY UTILITY INSTALLATION TO ORIGINAL CONDITION OR BETTER. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY UTILITY INSTALLATION TO ORIGINAL CONDITION OR BETTER. 6. THE CONTRACTOR SHALL PROVIDE "AS-BUILTS" TO THE ENGINEER AFTER CONSTRUCTION. AT A MINIMUM, THESE THE CONTRACTOR SHALL PROVIDE "AS-BUILTS" TO THE ENGINEER AFTER CONSTRUCTION. AT A MINIMUM, THESE "AS-BUILTS" SHALL CONSIST OF RED-MARKED PRINTS INDICATING ALL AREAS WHERE UTILITY CONSTRUCTION DEVIATED FROM THE PLANS
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SHEET INDEX AND GENERAL NOTESSHEET INDEX AND GENERAL NOTES
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EXISTING CONDITIONSEXISTING CONDITIONS
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PROPOSED IMPROVEMENTS
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ROUTING MAPROUTING MAP
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NEW SPOT ELEVATION
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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. THEN 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. AT&T - (940) 766-7217 TEXAS DEPARTMENT OF TRANSPORTATION - (940) 720-7709 ONCOR ELECTRIC DELIVERY - (940) 766-5460 UNDERGROUND FACILITIES LOCATOR SERVICE - (800) 344-8377 ATMOS ENERGY - (940) 696-7602
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO PLACE A NEW PIPE AT THE SLOPE SHOWN ON THE PLANS. PROVIDE A WATER TIGHT CONNECTION AT CONTRACTOR TO PLACE A NEW PIPE AT THE SLOPE SHOWN ON THE PLANS. PROVIDE A WATER TIGHT CONNECTION AT THE UNION WITH THE EXISTING PIPE. THIS CAN BE PERFORMED WITH FITTINGS OR A CONCRETE COLLAR. BACKFILL THE PIPE WITH NATIVE MATERIAL IN NO MORE THAN 6" LIFTS COMPACTED TO 95% STANDARD PROCTOR. 9. CONTRACTOR TO POUR A CONCRETE HEADWALL AND APRON AT THE TERMINATION OF THE PIPE WITH SIKES LAKE. CONTRACTOR TO POUR A CONCRETE HEADWALL AND APRON AT THE TERMINATION OF THE PIPE WITH SIKES LAKE. 10. AFTER 7 DAYS OF CURING OR WHEN CONCRETE REACHES FULL STRENGTH, CONTRACTOR MUST BACKFILL HEADWALL WITH AFTER 7 DAYS OF CURING OR WHEN CONCRETE REACHES FULL STRENGTH, CONTRACTOR MUST BACKFILL HEADWALL WITH NATIVE MATERIAL IN NO MORE THAN 6" LIFTS COMPACTED TO 95% STANDARD PROCTOR. 11. RETURN CONDITIONS TO THE AREA AS THEY EXISTING BEFORE CONSTRUCTION BEGAN. PLACE TOPSOIL AS FINAL RETURN CONDITIONS TO THE AREA AS THEY EXISTING BEFORE CONSTRUCTION BEGAN. PLACE TOPSOIL AS FINAL BACKFILL TO ENCOURAGE THE ESTABLISHMENT OF VEGETATION. 12. CONTRACTOR MUST ENSURE POSITIVE DRAINAGE AT ALL TIMES.
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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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AutoCAD SHX Text S:\IMM\2025\25-0111\25-0111.DWG NOTES P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS NOTES P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNASNOTES P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNASP-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS S-3/31/2025 9:10 AM IAN MILUNASS-3/31/2025 9:10 AM IAN MILUNAS IAN MILUNASIAN MILUNAS
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ENGINEERS - SURVEYORS
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TBPE F-279 TBPLS-100541-00
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NONE
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MARCH, 2025
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SITE PLAN NOTES
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FOR CULVERT REMOVAL AND REPACLEMENT
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ON THE SOUTH SIDE OF SIKES LAKE
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OUT OF THE O. H. P. DAVIS SURVEY A-65
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CITY OF 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#25-0111
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UNIT 2
O . H . P . D A V I S S U R V E Y A - 6 5
MIDWESTERN PARK
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IN OUT
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OUT IN
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PARK SIDEWALK
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LOT 15-A BLOCK 2
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BRICK WALL
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AREA AEREA AEEA AEA AE AEAEE
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IN OUT
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FLOODPLAINLOODPLAINOODPLAINODPLAINDPLAINPLAINLAINAININN
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IN OUT
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FLOODWAYLOODWAYOODWAYODWAYDWAYWAYAYY
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AREA XREA XEA XA X XX
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AREA AEREA AEEA AEA AE AEAEE
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FLOODPLAINLOODPLAINOODPLAINODPLAINDPLAINPLAINLAINAININN
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AREA XREA XEA XA X XX
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AREA AEREA AEEA AEA AE AEAEE
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HEADWALL
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LOT 14 BLOCK 2
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CONCRETE FLUME
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ELMWOOD NORTH CIRCLE
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SIKES LAKE
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AREA XREA XEA XA X XX
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IN OUT
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FLOODPLAINLOODPLAINOODPLAINODPLAINDPLAINPLAINLAINAININN
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CONCRETE FLUME
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EDGE OF WATER
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WASHOUT AREA
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DRAINAGE PIPE
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AREA AEREA AEEA AEA AE AEAEE
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WICHITA FALLS, TEXAS 76302
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ENGINEERS - SURVEYORS
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TBPE F-279 TBPLS-100541-00
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TBB
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MARCH, 2025
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EXISTING CONDITIONS
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FOR CULVERT REMOVAL AND REPACLEMENT
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ON THE SOUTH SIDE OF SIKES LAKE
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OUT OF THE O. H. P. DAVIS SURVEY A-65
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CITY OF 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#25-0111
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LICENSED PROFESSIONAL ENGINEER NO. 116825
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LEGEND
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AutoCAD SHX Text 998.00
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EXISTING INDEX CONTOUR
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EXISTING INTERMEDIATE CONTOUR
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EXISTING STORM SEWER
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PROPERTY CORNER (AS NOTED)
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T. BLANE BOSWELL
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AutoCAD SHX Text The herein described property does lie within the Special Flood Hazard Areas inundated by 100 Year Flood as delineated on the Flood Insurance Rate Map for the City of Wichita Falls, Wichita County, Texas, Panel Number: 48485C0320G, Dated: 2/3/2010, as published by the U.S. Department of Homeland Security, Federal Emergency Management Agency. The 100 Year Flood elevation is 967 above MSL. Flood Zone designation is Zone AE and X.
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LIGHT POLE
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LP
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AREA AEREA AEEA AEA AE AEAEE
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FLOODWAYLOODWAYOODWAYODWAYDWAYWAYAYY
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HEADWALL
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CONCRETE FLUME
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SIKES LAKE
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AREA XREA XEA XA X XX
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IN OUT
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FLOODPLAINLOODPLAINOODPLAINODPLAINDPLAINPLAINLAINAININN
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EDGE OF WATER
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WASHOUT AREA
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DRAINAGE PIPE
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FLOODWAYLOODWAYOODWAYODWAYDWAYWAYAYY
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AREA AEREA AEEA AEA AE AEAEE
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PARK SIDEWALK
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PROPOSED COLLAR
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PROPOSED HEADWALL
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REMOVE EXISTING CORRUGATED METAL PIPE
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CONCRETE FLUME
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PROPOSED CONCRETE APRON
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SIDEWALK
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HEADWALL
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PROPOSED CONCRETE FOOTER
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PROPOSED STORM PIPE
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VARIES
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LOAD BEARING PIPE EMBEDMENT NEW DEVELOPMENT
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NOT TO SCALE
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ROAD SUBGRADE TO 95% ASTM D-698
AutoCAD SHX Text GRANULAR MATERIAL - SEC 504.2.2.2. OR FINE CRUSHED ROCK - SEC 504.2.2.1 COMPACTED TO 90% STANDARD PROCTOR DENSITY
AutoCAD SHX Text BACKFILL TRENCH IN 6" LIFTS WITH NATIVE MATERIAL OR SELECT MATERIAL - SEC. 504.2.3.3 OR GRANULAR MATERIAL - SEC. 504.2.2.2 TO 95% STANDARD PROCTOR DENSITY
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NON-LOAD BEARING PIPE EMBEDMENT
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GROUND SURFACE
AutoCAD SHX Text BACKFILL TRENCH IN 6" LIFTS WITH NATIVE MATERIAL OR SELECT MATERIAL - SEC. 504.2.3.3 OR GRANULAR MATERIAL - SEC. 504.2.2.2. TO 90% STANDARD PROCTOR DENSITY
AutoCAD SHX Text GRANULAR MATERIAL - SEC 504.2.2.2. OR FINE CRUSHED ROCK - SEC 504.2.2.1 COMPACTED TO 90% STANDARD PROCTOR DENSITY
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FINAL LOAD BEARING SURFACE (CONCRETE OR ASPHALT)
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DETAIL
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NOT TO SCALE
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EXISTING 42" CMP NORTH OF TRAIL
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EX. FL=958.39
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POND ELEVATION 958.20
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PROPOSED CONCRETE COLLAR OR PIPE FITTING
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PROPOSED CONCRETE HEADWALL
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PROPOSED CONCRETE APRON
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PROPOSED DUAL WALL OR CORRUGATED METAL STORM PIPE
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PROTECT CONCRETE PARK TRAIL
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FLOW
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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:\IMM\2025\25-0111\25-0111.DWG PROPOSED P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS PROPOSED P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNASPROPOSED P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNASP-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS S-3/31/2025 9:10 AM IAN MILUNASS-3/31/2025 9:10 AM IAN MILUNAS IAN MILUNASIAN MILUNAS
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ENGINEERS - SURVEYORS
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TBPE F-279 TBPLS-100541-00
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IMM
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TBB
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TBB
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HOR:1" = 10'
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VERT:1" = 1'
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MARCH, 2025
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PROPOSED IMPROVEMENTS
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FOR CULVERT REMOVAL AND REPACLEMENT
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ON THE SOUTH SIDE OF SIKES LAKE
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OUT OF THE O. H. P. DAVIS SURVEY A-65
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CITY OF 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#25-0111
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LICENSED PROFESSIONAL ENGINEER NO. 116825
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LEGEND
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AutoCAD SHX Text 998.00
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EXISTING INDEX CONTOUR
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EXISTING INTERMEDIATE CONTOUR
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EXISTING STORM SEWER
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EXISTING SPOT ELEVATION
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EXISTING CONCRETE
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PROPERTY CORNER (AS NOTED)
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T. BLANE BOSWELL
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LIGHT POLE
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LP
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR MUST COORDINATE WORK WITH MSU TEXAS. CONTRACTOR MUST COORDINATE WORK WITH MSU TEXAS. 2. CONTRACTOR CAN ACCESS THE SITE FROM THE EASTERN ACCESS ROAD IN WOOD PARK CONTRACTOR MUST NOTIFY THE CONTRACTOR CAN ACCESS THE SITE FROM THE EASTERN ACCESS ROAD IN WOOD PARK CONTRACTOR MUST NOTIFY THE CITY OF WICHITA FALLS BEFORE USING WOOD PARK FOR ACCESS. 3. CONTRACTOR MUST PROTECT ALL EXISTING APPURTENANCES IN THE CITY'S PARK AND ON MSU PROPERTY. ANY DAMAGES CONTRACTOR MUST PROTECT ALL EXISTING APPURTENANCES IN THE CITY'S PARK AND ON MSU PROPERTY. ANY DAMAGES MUST BE REPORTED AND/OR REPAIRED IMMEDIATELY. 4. ALL WORK MUST CONFORM TO APPROPRIATE STANDARDS SUCH AS OSHA, STATE, AND LOCAL REQUIREMENTS. ALL WORK MUST CONFORM TO APPROPRIATE STANDARDS SUCH AS OSHA, STATE, AND LOCAL REQUIREMENTS. CONTRACTOR MUST PROTECT WORK SITE. THIS MAY INCLUDE, BUT NOT LIMITED TO, ADVANCED SIGNING TO WARN PEDESTRIANS, BARRICADES, AND OPEN EXCAVATION PROTECTION. 5. CONTRACTOR TO BEGIN EXISTING PIPE REMOVAL NORTH OF THE EXISTING TRAIL. CONTRACTOR MUST PROTECT TRAIL TO CONTRACTOR TO BEGIN EXISTING PIPE REMOVAL NORTH OF THE EXISTING TRAIL. CONTRACTOR MUST PROTECT TRAIL TO REMAIN. THIS MAY INCLUDE SHORING PROTECTION. 6. CONTRACTOR MUST PREVENT EROSION FROM THE JOB SITE AND ENSURE POSITIVE DRAINAGE AT ALL TIMES. CONTRACTOR MUST PREVENT EROSION FROM THE JOB SITE AND ENSURE POSITIVE DRAINAGE AT ALL TIMES. 7. REMOVED PIPE AND CONSTRUCTION DEBRIS BECOME PROPERTY OF THE CONTRACTOR AND MUST BE DISPOSED IN AN REMOVED PIPE AND CONSTRUCTION DEBRIS BECOME PROPERTY OF THE CONTRACTOR AND MUST BE DISPOSED IN AN APPROVED LOCATION. 8. PROPOSED PIPE TO END BEFORE THE EDGE OF THE WATER. CONCRETE APRON TO EXTEND TO EDGE OF STILLWATER PROPOSED PIPE TO END BEFORE THE EDGE OF THE WATER. CONCRETE APRON TO EXTEND TO EDGE OF STILLWATER ELEVATION. TURN DOWN FOOTER OF APRON MUST EXTEND BELOW STILLWATER ELEVATION. 9. CONTRACTOR MUST RESTORE ALL AREAS TO CONDITIONS BEFORE CONSTRUCTION, ANY RUTS OR TURF DAMAGE MUST BE CONTRACTOR MUST RESTORE ALL AREAS TO CONDITIONS BEFORE CONSTRUCTION, ANY RUTS OR TURF DAMAGE MUST BE REPAIRED ON MSU TEXAS AND CITY PROPERTY.
WOOD MEMORIAL PARK
IMPROVEMENT LOCATION
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MAP SCALE: 1":60'
AutoCAD SHX Text S:\IMM\2025\25-0111\25-0111.DWG MAP P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS MAP P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNASMAP P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS P-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNASP-3/31/2025 9:10 AM S-3/31/2025 9:10 AM IAN MILUNAS S-3/31/2025 9:10 AM IAN MILUNASS-3/31/2025 9:10 AM IAN MILUNAS IAN MILUNASIAN MILUNAS
AutoCAD SHX Text ROUTING MAP SIKE LAKE SOUTH CULVERT IMPROVEMENTS CITY OF WICHITA FALLS, WICHITA COUNTY, TEXAS.
AutoCAD SHX Text E N G I N E E R C O R L E T T , P R O B S T & B O Y D , P . L . L . C . 4 6 0 5 O L D J A C K S B O R O H I G H W A Y W I C H I T A F A L L S , T E X A S 7 6 3 0 2 ( 9 4 0 ) 7 2 3 - 1 4 5 5 T B P L S 1 0 0 5 4 1 - 0 0 T B P E F - 2 7 9
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MILLER ROAD
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SIKES LAKE
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ACCESS ROUTE THROUGH PARK
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CONCRETE PARK TRAIL
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CONCRETE FLUME
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CONCRETE HEADWALL
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MAPLEWOOD AVENUE
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MARCH, 2025
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SHEET 4 OF 44 OF 4OF 44
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SCALE: 1"= 60'
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File details come from the government source that posted it. Updated .