Item 7A - Alternative 1 Site PlanDAKOTA'S
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FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\COVERPLOTTED WITH: _96X96.pc3PLOTTED AT: 3:20:05 PMPLOTTED ON: Monday, April 21, 2025PLOTTED BY: Cesar BarronFILENAME: COVER.dwg
THE CITY OF SOUTHLAKE, TEXASPlans for the Construction ofSITE IMPROVEMENTSTo ServeDAKOTA'S1901 W. KIRKWOOD BLVD.SOUTHLAKE, TX 76092APRIL 2025VICINITY MAPPROJECT SITEENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comSheet List TableSheet NumberSheet TitleC1.0COVER SHEETC2.0EROSION CONTROL PLANC3.0SITE PLANC4.0PAVING PLANC5.0GRADING PLANC6.0DRAINAGE PLANC7.0UTILITY PLANL1.0TREE CONSERVATION PLANL1.1TREE DATA LISTL1.2TREE CONSERVATION DETAILSL2.0OVERALL LANDSCAPE PLANL2.1LANDSCAPE PLAN - AREA 1L2.2LANDSCAPE PLAN - AREA 2L2.3LANDSCAPE PLAN - AREA 3L2.4PLANT SHEDULE & DATA CHARTSL2.5LANDSCAPE NOTES & DETAILS”“””“”“”“”“”“””“””“””“”“” “”OWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comSURVEYOR:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121LANDSCAPEARCHITECT:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121ZA25-0026
PROPOSEDRESTAURANTFF = 595.50PRO
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N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GASW
WWWSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'EROSION CONTROL LEGENDSFPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOUREXISTING/PROPOSED FLOWPROPOSED SILT FENCE (ON DIRT)PROPOSED CONSTRUCTIONENTRANCEAREA OF DISTURBANCEPROPOSED STRAW WATTLESWEXISTING STORM DRAINPROPOSED STORM DRAININLET PROTECTIONMINIMIZATION OF DISTURBED AREAS:1.CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TOREDUCE EROSION AND RETAIN SEDIMENT AND OTHERPOLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE.2.CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED.3.CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BYMINIMIZING THE EXTENT OF GRADING AND CLEARING TOEFFECTIVELY REDUCE SEDIMENT YIELD.CONTRACTOR NOTE:WHEN IN CLOSE PROXIMITY, THE BMPs AND LIMITS OF DISTURBANCESHALL FOLLOW THE BUILDING, CURB, FENCE LINES, ETC., UNLESSOTHERWISE INDICATED. BMPs AND LIMITS OF DISTURBANCE SHOWNOUTSIDE BUILDING, CURB, FENCE LINES, ETC. FOR CLARITYPURPOSES.SWPPP IMPLEMENTATION SEQUENCENOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWINGAREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGEAREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELYDENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION ASTHEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION,NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TOON THE SITE MAPS.NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACEBEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER ORSEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.1.INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIREDDOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHINEASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.2.STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL,THE LOD MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TODENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLYMARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.3.INSTALL STABILIZED CONSTRUCTION EXIT AND INLET PROTECTIONFOR EXISTING INLETS.4.SET THE PROJECT OFFICE TRAILER.5.INSTALL PERIMETER SEDIMENT CONTROL BMPs. CLEAR ONLY THEMINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPs.6.PREPARE TEMPORARY PARKING AND STORAGE AREA.7.BEGIN GRADING THE SITE.8.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTIONIMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENTLAND DISTURBING/ GRADING ACTIVITY, ANY DISTURBED AREAS,INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELYTO REMAIN INACTIVE FOR 21 DAYS OR MORE.9.IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED ASTHEY ARE BROUGHT TO FINAL GRADE.10.INSTALL UTILITIES, STORM SEWERS, CURBS AND GUTTERS.11.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES ASEACH INLET STRUCTURE IS INSTALLED.12.PREPARE SITE FOR PAVING.13.PAVE SITE.14.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVEDAREAS AS WORK PROGRESSES, PER BMP DETAILS.15.COMPLETE GRADING AND INSTALLATION OF PERMANENTSTABILIZATION OVER ALL AREAS, INCLUDING OUT LOTS AND PONDS.16.PERMANENTLY STABILIZE ALL AREAS THAT HAVE REACHED FINALGRADE AS SOON AS POSSIBLE AND WITHIN AT LEAST 21 DAYS OFCOMPLETING SOIL DISTURBING ACTIVITY.17.OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM)THAT THE SITE HAS BEEN FULLY STABILIZED IN ACCORDANCE WITH THEiSWM MANUAL AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN:A.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTCONTROL BEST MANAGEMENT PRACTICES (BMPs) WITHIN 30 DAYSOF ESTABLISHING FINAL STABILIZATION, ANDB.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OFTEMPORARY BMPs.18.UPON ACHIEVING FINAL STABILIZATION FOR THE SITE (REACHING AMINIMUM OF 70% COVERAGE OF ALL VEGETATED AREAS), PERFORM FINALINSPECTION ALONG WITH THE OWNER'S CM.19.OBTAIN CONCURRENCE FROM OWNER'S CM THAT THE SITE IS APPROVEDAND FILE FOR NOTICE OF TERMINATION (NOT). THE NOT MUST BE FILEDWITHIN 30 DAYS AFTER FINAL STABILIZATION IS ESTABLISHED.20.PROVIDE COPY OF NOT TO CITY OF SOUTHLAKE.NOTE: BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FORCLARITY.EROSION CONTROL PLANC2.0CMBCOBCMB------------------FILENAME: EC PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:22:03 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\EC PLAN
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PROPOSEDRESTAURANTFF = 595.50PR
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N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS∆∆∆∆23232119141140820110426NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0026PROPERTYBOUNDARYSITE LEGENDADJOINERSBUILDING SETBACKEASEMENTPROPOSED CURBPARKING COUNTEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SEWER MANHOLEOWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comFIRE LANESITENOT TO SCALEVICINITY MAP0408040GRAPHIC SCALE IN FEET1" = 40'NO CURB PAVING EDGERETAINING WALLPROPOSED FIRE HYDRANTPROPOSED Y INLETPROPOSED HEADWALLPROPOSED CURB INLETPROPOSED WATER METERPROPOSED GRATE INLETSITE PLANC3.0CMBCOBCMB------------------FILENAME: SITE PLAN - ALT1.dwgPLOTTED BY: Hunter BrauerPLOTTED ON: Monday, May 12, 2025PLOTTED AT: 3:20:17 PMPLOTTED WITH: DWG To PDF.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\SITE PLAN - ALT1
BUILDING ENTRANCE/EXITNOTE:REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING. ALL LIGHTINGMUST COMPLY WITH THE LIGHTING ORDINANCE NO. 693.
PROPOSEDRESTAURANTFF = 595.50PRO
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N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS∆∆∆∆NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022PAVING PLANC4.0CMBCOBCMB------------------FILENAME: PAVING PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:21:14 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\PAVING PLAN
0408040GRAPHIC SCALE IN FEET1" = 40'PAVING LEGENDFIRE LANEPROPOSED CURBPROPOSED 4" CONCRETE SIDEWALKPROPOSED LIGHT DUTYCONCRETE PAVEMENTPROPOSED MEDIUM DUTYCONCRETE PAVEMENTNOTES1.CONTRACTOR TO REFERENCE GEOTECHNICAL REPORTPREPARED BY ------- PROJECT NUMBER -----, DATED ----- FORPAVEMENT SPECIFICATIONS AND ALTERNATIVES.2.CONTRACTOR TO SUBMIT CONCRETE JOINT PLAN TO ENGINEERFOR REVIEW.3.CONTRACTOR SHALL REMOVE/REPLACE ALL CONCRETEPAVEMENT TO NEAREST FULL PANEL. NO PARTIAL PANELREPLACEMENTS.4.FIRE APPARATUS ACCESS NEEDS TO BE AN ALL-WEATHERSURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TOSUPPORT THE IMPOSED LOADS OF FIRE APPARATUS.(MINIMUM OF 85,000 POUNDS GVW) AND BE WITHIN 250 FT.HOSE-LAY DISTANCE OF ALL PORTIONS OF A SPRINKLEDBUILDING.PROPOSED HEAVY DUTYCONCRETE PAVEMENTDRIVE APPROACH/SIDEWALKBY SEPARATE TxDOT PROJECTNO CURB PAVING EDGEZA25-0026
PROPOSEDRESTAURANTFF = 595.50PRO
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N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-PL EX-PL EX-PL EX-PL EX-PL EX-PL EX-PLEX-WEX-WEX-WEX-WEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SS8'' FWW8'' FWSSSSSSSSWWWSSSS8'' F
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NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'GRADE BREAKGRADING LEGENDPROPERTY BOUNDARYADJOINERSEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING STORM DRAINEXISTING CURB INLETPROPOSED STORM DRAINPROPOSED CURB INLETPROPOSED AREA DRAINPROPOSED FLOW ARROWFINISHED FLOOR ELEVATIONFINISHED GRADETOP OF PAVEMENTTOP OF CURBTOP OF GRATETOP OF INLETTOP OF STEPBOTTOM OF STEPTOP OF WALLBOTTOM OF WALLGUTTERFLOW LINENOTES1.WORK SHALL BE DONE IN ACCORDANCE WITH THEGEOTECHNICAL REPORT BY ------- PROJECT NUMBER -------,DATED ------- FOR PAVEMENT SPECIFICATIONS ANDALTERNATIVES..2.ACCESSIBLE AND VAN ACCESSIBLE SPACES AND AISLES ARE TOBE INSTALLED PER ADA/TAS REQUIREMENTS AND SHALL HAVE AMAXIMUM SLOPE OF 2.0% IN ALL DIRECTIONS.3.ACCESSIBLE PEDESTRIAN SIDEWALKS AND DOOR LANDINGSSHALL BE PER ADA/TAS REQUIREMENTS4.CONTRACTOR SHALL ENSURE A.D.A PATHS ARE CONSTRUCTEDAT A MAXIMUM 2% CROSS SLOPE AND A MAXIMUM 5%LONGITUDAL SLOPE.5.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROMTHE BUILDING.6.ALL SIDEWALK, ACCESSIBLE PATHS, AND RAMPS SHALLCONFORM TO A.D.A SPECIFICATIONS AS STATED IN THE TEXASACCESSIBILITY STANDARD. THE CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING COMPLIANCE.GRADING PLANC5.0CMBCOBCMB------------------FILENAME: GRADING PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:20:54 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\GRADING PLAN
ZA25-0026
PROPOSEDRESTAURANTFF = 595.50PRO
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NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'STORM DRAIN LEGENDPROPERTY BOUNDARYRIGHT-OF-WAYADJOINERSEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING STORM DRAINEXISTING CURB INLETPROPOSED STORM DRAINPROPOSED CURB INLETPROPOSED AREA DRAINDRAINAGE PLANC6.0CMBCOBCMB------------------FILENAME: STORM PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:22:34 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\STORM PLAN
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PROPOSEDRESTAURANTFF = 595.50PRO
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N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GASEX-WEX-WEX-WEX-WEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SS8'' FWW8'' FWSSSSSSSSWWWSSSS8'' F
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NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'UTILITY LEGENDPROPERTY BOUNDARYADJOINERSEASEMENTEXISTING WATER LINEEXISTING SEWER LINEEX-WEX-SSEXISTING GAS LINEEX-GASEXISTING UNDERGROUNDELECTRIC LINEEX-UEEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SEWER MANHOLEEXISTING SPRINKLER VALVEEXISTING STORM MANHOLEEXISTING STORM INLETEXISTING LIGHT POLEEXISTING POWER POLEEXISTING ELECTRIC VAULTEXISTING TELEPHONE BOXEXISTING STORM DRAINWSSPROPOSED WATER LINEPROPOSED SANITARY SEWER LINEUTILITY PLANC7.0CMBCOBCMB------------------FILENAME: UTILITY PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:29:59 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\UTILITY PLAN
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EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GASEX-FOEX-WEX-WEX-WEX-WEX-WEX-W#303NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015NORTHGRAPHIC SCALE01 inch =306030'TREE MITIGATION DATAINCHES REMOVED:2,425 IN.INCHES PRESERVED: 447 IN.MITIGATION INCHES PROVIDED:44 IN.MITIGATION INCHES REQUIRED:1,934 IN.CANOPY PERCENTAGE EXISTING: 39%REQUIRED CANOPY PERCENTAGE TO PRESERVE: 16% (PER ITEM 9 ZONINGCHANGE / CONCEPT PLAN)CANOPY PERCENTAGE PRESERVED:6%LEGENDPROPERTY LINECRITICAL ROOT ZONETOPO FUTURETOPO EXISTINGEXISTING GAS LINEEXISTING FIBEROPTIC LINEEXISTING WATER LINETRUNK PROTECTION FENCINGTREE PROTECTION FENCINGEXISTING TREE TO REMAINEXISTING TREETO BE REMOVEDEXISTING TREE CANOPY INFLOODPLAIN500 YEAR FLOODPLAIN100 YEAR FLOODPLAINEX-PLEX-FOEX-WOWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comKIRKWOOD BOULEVARDSTATE HIGHWAY 114PROPOSEDEVENT CENTERPROPOSEDRESTAURANTFUTURERETAILL1.0TREE CONSERVATION PLANJMMMLMMEA------------------FILENAME: 013345 - Tree Conservation Plan - Option 1.dwgPLOTTED BY: Macy McGlameryPLOTTED ON: Monday, May 12, 2025PLOTTED AT: 3:56:43 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013345 - Tree Conservation Plan - Option 1