Loading...
Item 7 & 8 - PlansUUEEESSSSSOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL151481778844446225381PARCEL ID NO. 41259793CALLED 0.69 ACRESTOLLESON ORTHODONTICS PLLCA. NO. D21715815O.P.R.T.C.T.PARCEL ID NO. 42181702CALLED 0.64 ACRESMOSSINCO LLCNO. D222285547 O.P.R.T.C.T.PARCEL ID NO. 04744918CALLED 0.38 ACRESBRENDON BOLLINGERLLCNO. D222257262O.P.R.T.C.T.PARCEL ID NO. 02041375CALLED 0.48 ACRESBRENDON BOLLINGER LLCNO. D22225959O.P.R.T.C.T.PARCEL ID NO. 41502329CALLED 6.83 ACRESSOUTHLAKE INVESTOR LLCNO. D222064392O.P.R.T.C.T.24' FIRE, ACCESS, ANDUTILITY EASEMENT24' FIRE, ACCESS, ANDUTILITY EASEMENT24' FIRE, ACCESS, ANDUTILITY EASEMENT26' FIRE, ACCESS, ANDUTILITY EASEMENT26' FIRE, ACCESS, ANDUTILITY EASEMENT26' FIRE, ACCESS, ANDUTILITY EASEMENTR=30.0'R=30.0'R=30.0'R=104.0'R=106.0'R=89.0'R=30.0'15.5'24.0'9.0'(TYP.)18.0'(TYP.)PROP. ROWDEDICATION105.0'32.0'105.0'32.0'105.0'89.0'89.0'89.0'24.0'PROP. ROWDEDICATIONPROPOSED 10'RETAINING WALLPROPOSED 2'RETAINING WALLPROPOSED ACCESSIBLEPARKINGPROPOSEDDUMPSTER LOCATIONREMOVABLEBOLLARDSREMOVABLEBOLLARDSPROPOSEDDETENTIONPONDPHASE 1BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 2BUILDING ATHE TERRACETHREE STORY46' - 9" HTPARKING GARAGEPHASE 1BUILDING ATHE CLUBHOUSEFIVE STORY69' HTPHASE 1BUILDING ATHE TERRACEFOUR STORY58' - 8" HT82.5'PROPOSED ACCESSIBLEPARKINGPROPOSED DRIVEWAY(RESIDENT ONLY)ALTERNATIVE FIRE LANEGRASSPAVE2 OREQUIVALENTALTERNATIVE FIRE LANEGRASSPAVE2 OREQUIVALENT26.0' 26.0'24.0'26.0'26.0'24.0'∆=28°12'13"R=640.00'L=315.04'CB=S17°39'34"WC=311.87'PHASE 2BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 1BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 2BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 1BUILDING BCOURTYARD VILLASSINGLE STORY17' - 8" HTS12°39'21"E28.13'EAST HIGHLAND STREET(VARIABLE WIDTH RIGHT-OF-WAY)3N87°55'32"W527.90'N88°28'41"W425.23'S3°33'27"W 310.70' GRACE LANE (80' RIGHT-OF-WA Y )NORTH CARROLL AVECENTERLINE44.0'EAST HIGHLANDSTREET CENTERLINEPHASE 1BUILDING ATHE CLUBHOUSEFIVE STORY69' HTPHASE 2BUILDING ATHE CLUBHOUSEFIVE STORY69' HTPHASE 1BUILDING BCOURTYARD VILLASSINGLE STORY17' - 8" HTPHASE 1BUILDING BCOURTYARD VILLASSINGLE STORY17' - 8" HT4444635.0'35' BUILDING SETBACK35' B U I L D I N G S E T B A C K30' BUILDING SETBACK30.0'35' BUILDING SETBACK∆=17°19'21"R=1030.00'L=311.40'CB=S80°03'50"EC=310.22'S1°11'36"W5.81'S89°46'27"W528.58'S0°30'28"E 744.02'40.0'81.4' ROW179.6'268.0'202.6'188.8'57.3'101.0'288.9'71.2'154.7'ABC46.0'PHASE 1BUILDING ATHE TERRACEFOUR STORY17' - 6" HT24.0'EXISTING CONCRETECOMMERCIAL DRIVEWAYEXISTING CONCRETECOMMERCIAL DRIVEWAYEXISTINGCONCRETECOMMERCIALDRIVEWAY51.0'328'PROPOSED DRIVEWAY(RESIDENT ONLY)PARCEL ID NO. 41259823CALLED 0.701 ACRESCAPITAL TITLE OF TEXAS LLCNO. D213245623O.P.R.T.C.T.PARCEL ID NO. 41259831CALLED 0.703 ACRESABSOLUTE LIVING REALITY LLCDOC.NO. D218158839O.P.R.T.C.T.PARCEL ID NO. 41259785CALLED 0.78 ACRESCARROLL COMMERCIALHOLDINGS LLCDOC.NO. D213245623O.P.R.T.C.T.F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = C3F.L.U.D. = RETAIL COMMERCIALCURRENT ZONING = SP1F.L.U.D. = RETAIL COMMERCIALCURRENT ZONING = AGF.L.U.D.= RETAIL COMMERCIALCURRENT ZONING = AGF.L.U.D. = MIXED USECURRENT ZONING = SP1EAST HIGHLAND PROPERTIES LLCCURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALRESTORATION CHURCH OF SOUTHLAKECURRENT ZONING = CSF.L.U.D.= PUBLIC/SEMI-PUBLICRESTORATION CHURCH OF SOUTHLAKECURRENT ZONING = CSF.L.U.D.= PUBLIC/SEMI-PUBLICLOT 13R2F. THROOP NO. 1511 ADDITIONDOC. NO. D210240591 O.P.R.T.C.T.LOT 13R1R2 F. THROOP NO.1511 ADDITIONDOC. NO. D224128805 O.P.R.T.C.T.LOT 4F. THROOP NO. 1511 ADDITIONCAB. A, PG. 1345 O.P.R.T.C.T.LOT 5F. THROOP NO. 1511 ADDITIONCAB. A, PG. 1345 O.P.R.T.C.T.LOT 1, BLOCK 5GATEWAY CHURCH - 114CAMPUSDOC. NO. D210005156O.P.R.T.C.T.F.L.U.D.= MIXED USECURRENT ZONING = NRPUDF.L.U.D.= PUBLIC/SEMI-PUBLIC80.0' ROW89' 326 ' NORTH CARROLL AVE(88' RIGHT-OF-WAY)PROPOSED DRIVEWAY(RESIDENT ANDVISITOR ENTRY)300'528'PROPOSED 13' RETAININGWALL FOR DETENTIONPOND41.0'88.0' ROW122'EXISTING CONCRETECOMMERCIAL DRIVEWAYPROPOSEDFDC LOCATION15.9'55.6 'EAST HIGHLAND PROPERTIES LLCCURRENT ZONING = CSF.L.U.D.= PUBLIC/SEMI-PUBLICF.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = SP1PROPOSEDDETENTIONPOND117.6'300.2'245.0'324.4'102.0'R=30.0'75.3'50.0'20.0'20.0'82.6'76.5'PROPOSED 3'RETAINING WALL44.4'PROPOSED ACCESSIBLEPARKING (TYP.)8∆=4°14'57"R=1030.00'L=76.39'CB=S60°38'57"EC=76.37'LOT 1R1, BLOCK 1 GATEWAY CHURCH - 114 CAMPUS DOC. NO. D222086677 O.P.R.T.C.T. F.L.U.D.= PUBLIC/SEMI-PUBLIC CURRENT ZONING = NRPUD PROP. ROWRESERVATIONS3°02'06"W134.93'N89°41'43"E150.04'N3°01'59"E68.98'10' SETBACK10.0'PARCEL ID NO. 03873455CALLED 0.823 ACRESCITY OF SOUTHLAKEDOC. NO. D210269785O.P.R.T.C.T.F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = AGN44°38'00"E18.95'N44°38'00"E9.26'1 0 2 . 8 ' 3 5 . 0 ' 1 0 2 . 8 '26' FIRE, ACCESS, ANDUTILITY EASEMENT40.0'40.0'119.8'119.8'119.8'119.8'72.0'3 8 . 2 ' 1 7 . 6 ' 46.6' 2 6 . 0 'R=30.0'R =30.0'R=50.0'R=76.0'R=124.0'R=150.0'R=313.0'R=287.0'R=76.0'R=50.0'R=50.0'R=76.0'R=50.0'R=76.0'R=30.0'R=30.0'R=30.0'R=66.0'R=90.0'R=50.0'R=30.0'R=130.0'R=80.0'R= 6 5 .0'R=30.0'R=30.0'R=30.0'R=30.0'R=30.0'R =12.0'R = 3 0.0'R=30.0'88.0'ENHANCED PAVING AREA,INTEGRAL COLOR CONCRETEPAVING WITH ACCENT CLAY BRICKPAVEMENT TO BE DEFINED (TYP.)PHASE 1BUILDING ATHE CLUBHOUSESIX STORY86' - 3" HTBYREVISIONSNo.DATESHEET NUMBERTOUCHMARK SOUTHLAKE CITY OF SOUTHLAKE, TEXAS DATE AS SHOWN CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT 060045301 CMD ERG ERG 09/21/2026 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER SUITE 700, DALLAS, TX 75240 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC. SITE PLANC-004NORTH1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTINGPROCESS2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESSOTHERWISE NOTED3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THEPUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERSSHALL BE OF THE SAME MASONRY MATERIAL AS THEPRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEETIN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THEOPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHENBEING SERVICED4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULLCUT-OFFS (I.E. RECESSED/SHIELDED)5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BESUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS,AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BYMASONRY WING WALLS THAT MATCH THE MATERIAL OF THEPRIMARY BUILDING OR ADEQUATE LANDSCAPING6.ALL PARKING SPACES TO BE 9’ X 18'7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE8.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED ORCONSTRUCTED OF CONTRASTING COLORS FROM THESTANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THATARE CONSIDERED BRIGHT, NEON, OR GARISH.9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHERSURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLETO SUPPORT THE IMPOSED LOAD OF FIRE APPARATUS.(MINIMUM OF 85,000 POUNDS GVW).CITY SITE PLAN NOTESXLEGENDSSMHPROPERTY LINEPROPOSED FIRE LANEPROPOSED FIRE HYDRANTPROPOSED CURB INLETPROPOSED WATER METERPROPOSED SANITARY SEWER MANHOLEPROPOSED RETAINING WALLACCESSIBLE PARKING SYMBOLNUMBER OF PARKING SPACESPROPOSED BUILDING ENTRANCEFHCIWMFLFLENGINEER / SURVEYOR / APPLICANT:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIA OFFICETOWER, SUITE 700, DALLAS, TX. 75240PHONE: (972) 910-2931CONTACT: CHRIS DELLS, P.E.17.95 ACRESRICHARD EADS SURVEY, ABSTRACT NO. 481CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASSUBMITTED JULY 13, 2026OWNERS:CARROLL ISD2400 NORTH CARROLL AVESOUTHLAKE, TX 76092GATEWAY CHURCH500 S. NOLAN DR., SUITE 300SOUTHLAKE, TX, 76092CITY OF SOUTHLAKE1400 MAIN ST., SUITE 440SOUTHLAKE, TX, 76092ARCHITECT:SITE PLANTOUCHMARK SOUTHLAKECITY CASE NO. ZA26-0052DEVELOPER:TOUCHMARK DEVELOPMENT & CONSTRUCTION350 SOUTH HARDIN BLVDMCKINNEY, TX 75072CONTACT: MIKE HARRALEMAIL: MIKE.HARRAL@TOUCHMARK.COMHKS35 N SAINT PAUL ST #100DALLAS,TX 75201CONTACT: SIOBHAN FARVARDINEMAIL: SFARVARDIN@HKSINC.COM(TYP.)EXPROP.LEGENDSITE PLAN FOR CITY REVIEWONLY TO ILLUSTRATECOMPLIANCE WITH ZONINGAND DEVELOPMENTSREGULATIONS. IT IS NOTINTENDED FORCONSTRUCTION PURPOSES.CARROLLDove CreekBLYTHEASHMOREWILDWOODLAKE WOODBRENT WOOD WHISPERING LNNORTHWESTPKWYWHISPERINGDELLSAN JUAN HIGHLANDSUNSHINE DOVEBRAIR WOODCHERRY NOT TO SCALEVICINITY MAPSITENORTHGRACE LN KIRKWOODALLOWED USESTHE CLUBHOUSE·INDEPENDENT LIVINGTHE TERRACE·ASSISTED LIVING·MEMORY CARECOURTYARD VILLAS·INDEPENDENT LIVINGNEIGHBORHOOD FLATS·INDEPENDENT LIVINGNTSFUTURE E. HIGHLANDS ST. & KIRKWOODBLVD - TYPICAL BOULEVARD SECTION2%2%11'11'59' B TO BVARIESCL= PGL24' B TO BROW VARIES12' MEDIANB-BREF. CITY OF SOUTHLAKE DETAILS FOR PAVEMENT INFORMATIONEX. ROW PROP. ROW2%1.5%6' SW44' HALF ROWROW VARIES (MIN 35')23' B TO BTYPICALEXISTINGPROPOSEDALT. FIRE LANE GRASSPAVE2 OREQUIVALENTLIGHT DUTY CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTINTEGRAL COLOR CONCRETE PAVINGWITH ACCENT CLAY BRICK PAVEMENT UUEEESSSSSOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLSSSSSSSSSSSSSSSSSSSSSSSSFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FLFLFLFLFLFLFLFLFLFLF L FL FL FLFLFLFLFLFLFL FL FL FLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFL FL FLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL151481778844446227562PARCEL ID NO. 41259793CALLED 0.69 ACRESTOLLESON ORTHODONTICS PLLCA. NO. D21715815O.P.R.T.C.T.PARCEL ID NO. 42181702CALLED 0.64 ACRESMOSSINCO LLCNO. D222285547 O.P.R.T.C.T.PARCEL ID NO. 04744918CALLED 0.38 ACRESBRENDON BOLLINGERLLCNO. D222257262O.P.R.T.C.T.PARCEL ID NO. 02041375CALLED 0.48 ACRESBRENDON BOLLINGER LLCNO. D22225959O.P.R.T.C.T.PARCEL ID NO. 41502329CALLED 6.83 ACRESSOUTHLAKE INVESTOR LLCNO. D222064392O.P.R.T.C.T.PARCEL ID NO. 03873455CALLED 0.82 ACRESSOUTHLAKE CITY OFNO. D210269785O.P.R.T.C.T.24' FIRE, ACCESS, ANDUTILITY EASEMENT24' FIRE, ACCESS, ANDUTILITY EASEMENT24' FIRE, ACCESS, ANDUTILITY EASEMENT26' FIRE, ACCESS, ANDUTILITY EASEMENT26' FIRE, ACCESS, ANDUTILITY EASEMENT26' FIRE, ACCESS, ANDUTILITY EASEMENTR=30.0'R=30.0'R=30.0'R=30 . 0'R=30.0'R=30.0'R=56.0'R=56.0'R=30.0'R=75.0'R=101.0'R=76.0'R=50.0'R=30.0'R=30.0'R=30.0'R=30.0'R=30.0'R =30.0'R=50.0'R=76.0'R=30.0'R=56.0'R=30.0'R=56.0'R=30.0'R=56.0'R=30.0'R=50.0'R=76.0'R=30.0'R=30.0'R=30.0'R=56.0'R=56.0'R=104.0'R=80.0'R=106.0'R=130.0'R=89.0'R=30.0'15.5'24.0'9.0'(TYP.)18.0'(TYP.)SSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHSSMHFHFHFHFHFHFHFHFHGIGIGIGIGICICICICICICICIGIGISSMHSSMHGIGIFHPROP. ROWDEDICATION105.0'32.0'105.0'32.0'105.0'119.8'40.0'119.8'89.0'89.0'89.0'24.0'PROPOSED 10'RETAINING WALLPROPOSED 2'RETAINING WALLPROPOSED ACCESSIBLEPARKINGPROPOSEDDUMPSTER LOCATIONREMOVABLEBOLLARDSREMOVABLEBOLLARDSPROPOSEDDETENTIONPONDPHASE 1BUILDING ATHE CLUBHOUSESIX STORY86' - 3" HTPHASE 1BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HT119.8'40.0'118.6'PHASE 2BUILDING ATHE TERRACETHREE STORY46' - 9" HTPARKING GARAGEPHASE 1BUILDING ATHE CLUBHOUSEFIVE STORY69' HTPHASE 1BUILDING ATHE TERRACEFOUR STORY58' - 8" HT82.5'PROPOSED ACCESSIBLEPARKINGPROPOSED DRIVEWAY(RESIDENT ONLY)ALTERNATIVE FIRE LANEGRASSPAVE2 OREQUIVALENTALTERNATIVE FIRE LANEGRASSPAVE2 OREQUIVALENT26.0' 26.0'24.0'26.0'26.0'24.0'∆=28°12'13"R=640.00'L=315.04'CB=S17°39'34"WC=311.87'PHASE 2BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 1BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 2BUILDING CNEIGHBORHOOD FLATSTHREE STORY42' HTPHASE 1BUILDING BCOURTYARD VILLASSINGLE STORY17' - 8" HTS12°39'21"E28.13'∆=8°52'31"R=1030.00'L=159.55'CB=N66°57'54"WC=159.39'EAST HIGHLAND STREET(VARIABLE WIDTH RIGHT-OF-WAY)PROP. ROWDEDICATION3N87°55'32"W527.90'N88°28'41"W425.23'S3°33'27"W 310.70' GRACE LANE (80' RIGHT-OF-WA Y )NORTH CARROLL AVECENTERLINE44.0'EAST HIGHLANDSTREET CENTERLINEPHASE 1BUILDING ATHE CLUBHOUSEFIVE STORY69' HTPHASE 2BUILDING ATHE CLUBHOUSEFIVE STORY69' HTPHASE 1BUILDING BCOURTYARD VILLASSINGLE STORY17' - 8" HTPHASE 1BUILDING BCOURTYARD VILLASSINGLE STORY17' - 8" HT44446FH40' BUILDING SETBACK30' BUILDING SETBACK30.0'∆=17°19'21"R=1030.00'L=311.40'CB=S80°03'50"EC=310.22'S1°11'36"W5.81'S89°46'27"W528.58'S0°30'28"E 744.02'35.0'179.6'268.0'202.6'188.8'57.3'101.0'288.9'71.2' 43.1' 5 5 . 5 '154.7'ABC46.0'PHASE 1BUILDING ATHE TERRACEFOUR STORY17' - 6" HT24.0'EXISTING CONCRETECOMMERCIAL DRIVEWAYEXISTING CONCRETECOMMERCIAL DRIVEWAYEXISTINGCONCRETECOMMERCIALDRIVEWAY51.0'328'PROPOSED DRIVEWAY(RESIDENT ONLY)PARCEL ID NO. 41259823CALLED 0.701 ACRESCAPITAL TITLE OF TEXAS LLCNO. D213245623O.P.R.T.C.T.PARCEL ID NO. 41259831CALLED 0.703 ACRESABSOLUTE LIVING REALITY LLCDOC.NO. D218158839O.P.R.T.C.T.PARCEL ID NO. 41259785CALLED 0.78 ACRESCARROLL COMMERCIALHOLDINGS LLCDOC.NO. D213245623O.P.R.T.C.T.F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = C3F.L.U.D. = RETAIL COMMERCIALCURRENT ZONING = SP1F.L.U.D. = RETAIL COMMERCIALCURRENT ZONING = AGF.L.U.D.= RETAIL COMMERCIALCURRENT ZONING = AGF.L.U.D. = MIXED USECURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = AGEAST HIGHLAND PROPERTIES LLCCURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALRESTORATION CHURCH OF SOUTHLAKECURRENT ZONING = CSF.L.U.D.= PUBLIC/SEMI-PUBLICRESTORATION CHURCH OF SOUTHLAKECURRENT ZONING = CSF.L.U.D.= PUBLIC/SEMI-PUBLICLOT 13R2F. THROOP NO. 1511 ADDITIONDOC. NO. D210240591 O.P.R.T.C.T.LOT 13R1R2 F. THROOP NO.1511 ADDITIONDOC. NO. D224128805 O.P.R.T.C.T.LOT 4F. THROOP NO. 1511 ADDITIONCAB. A, PG. 1345 O.P.R.T.C.T.LOT 5F. THROOP NO. 1511 ADDITIONCAB. A, PG. 1345 O.P.R.T.C.T.LOT 1, BLOCK 5GATEWAY CHURCH - 114CAMPUSDOC. NO. D210005156O.P.R.T.C.T.F.L.U.D.= MIXED USECURRENT ZONING = NRPUDF.L.U.D.= PUBLIC/SEMI-PUBLIC80.0' ROW89' 326 ' NORTH CARROLL AVE(88' RIGHT-OF-WAY)PROPOSED DRIVEWAY(RESIDENT ANDVISITOR ENTRY)300'528'PROPOSED 13' RETAININGWALL FOR DETENTIONPOND41.0'88.0' ROWS44°38'00"W28.21'122'EXISTING CONCRETECOMMERCIAL DRIVEWAYPROPOSEDFDC LOCATION15.9'55.6 'EAST HIGHLAND PROPERTIES LLCCURRENT ZONING = CSF.L.U.D.= PUBLIC/SEMI-PUBLICF.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = SP1F.L.U.D.= OFFICE COMMERCIALCURRENT ZONING = SP1PROPOSEDDETENTIONPOND1 0 2 . 8 ' 1 0 2 . 8 '26' FIRE, ACCESS, ANDUTILITY EASEMENT1 0 2 . 8 ' 1 0 2 . 8 ' 3 5 . 0 ' 3 5 . 0 '117.6'300.2'245.0'324.4'102.0'R=30.0'R=30.0'R=30.0'75.3'50.0'20.0'20.0'82.6'R=30.0'76.5'PROPOSED 3'RETAINING WALL44.4'77.1'PROPOSED ACCESSIBLEPARKING8ENHANCED PAVING AREA,INTEGRAL COLOR CONCRETEPAVING WITH ACCENT CLAYBRICK PAVEMENT TO BEDEFINED (TYP.)S3°01'59"W2.70'∆=4°14'57"R=1030.00'L=76.39'CB=S60°38'57"EC=76.37'LOT 1R1, BLOCK 1 GATEWAY CHURCH - 114 CAMPUS DOC. NO. D222086677 O.P.R.T.C.T. F.L.U.D.= PUBLIC/SEMI-PUBLIC CURRENT ZONING = NRPUD CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTPROP. ROWDEDICATION35.0'35' BUILDING SETBACK35' B U I L D I N G S E T B A C K35' BUILDING SETBACK81.4' ROWPROP. ROWRESERVATION88.0'35.0'PROPOSED PEDESTRIANEASEMENTPROPOSED PEDESTRIANEASEMENTPROPOSED DRAINAGEEASEMENTPROPOSED DRAINAGEEASEMENTPROPOSED 15'SANITARY EASEMENTPROPOSED 10'WATER EASEMENT10 . 0 'PROPOSED 10' WATEREASEMENT (TYP.)FHBYREVISIONSNo.DATESHEET NUMBERTOUCHMARK SOUTHLAKE CITY OF SOUTHLAKE, TEXAS DATE AS SHOWN CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT 060045301 CMD ERG ERG 09/21/2026 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER SUITE 700, DALLAS, TX 75240 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC. SITE PLANC-004NORTH1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTINGPROCESS2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESSOTHERWISE NOTED3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THEPUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERSSHALL BE OF THE SAME MASONRY MATERIAL AS THEPRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEETIN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THEOPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHENBEING SERVICED4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULLCUT-OFFS (I.E. RECESSED/SHIELDED)5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BESUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS,AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BYMASONRY WING WALLS THAT MATCH THE MATERIAL OF THEPRIMARY BUILDING OR ADEQUATE LANDSCAPING6.ALL PARKING SPACES TO BE 9’ X 18'7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE8.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED ORCONSTRUCTED OF CONTRASTING COLORS FROM THESTANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THATARE CONSIDERED BRIGHT, NEON, OR GARISH.9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHERSURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLETO SUPPORT THE IMPOSED LOAD OF FIRE APPARATUS.(MINIMUM OF 85,000 POUNDS GVW).CITY SITE PLAN NOTESXLEGENDSSMHPROPERTY LINEPROPOSED FIRE LANEPROPOSED FIRE HYDRANTPROPOSED CURB INLETPROPOSED WATER METERPROPOSED SANITARY SEWER MANHOLEPROPOSED RETAINING WALLACCESSIBLE PARKING SYMBOLNUMBER OF PARKING SPACESPROPOSED BUILDING ENTRANCEFHCIWMFLFLENGINEER / SURVEYOR / APPLICANT:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIA OFFICETOWER, SUITE 700, DALLAS, TX. 75240PHONE: (972) 910-2931CONTACT: CHRIS DELLS, P.E.17.95 ACRESRICHARD EADS SURVEY, ABSTRACT NO. 481CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASSUBMITTED JULY 13, 2026OWNERS:CARROLL ISD2400 NORTH CARROLL AVESOUTHLAKE, TX 76092GATEWAY CHURCH500 S. NOLAN DR., SUITE 300SOUTHLAKE, TX, 76092CITY OF SOUTHLAKE1400 MAIN ST., SUITE 440SOUTHLAKE, TX, 76092ARCHITECT:SITE PLANTOUCHMARK SOUTHLAKECITY CASE NO. ZA26-0052DEVELOPER:TOUCHMARK DEVELOPMENT & CONSTRUCTION350 SOUTH HARDIN BLVDMCKINNEY, TX 75072CONTACT: MIKE HARRALEMAIL: MIKE.HARRAL@TOUCHMARK.COMHKS35 N SAINT PAUL ST #100DALLAS,TX 75201CONTACT: SIOBHAN FARVARDINEMAIL: SFARVARDIN@HKSINC.COM(TYP.)EXTYPICALEXISTINGPROPOSEDALT. FIRE LANE GRASSPAVE2 OREQUIVALENTLIGHT DUTY CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTINTEGRAL COLOR CONCRETE PAVINGWITH ACCENT CLAY BRICK PAVEMENTPROP.LEGENDSITE PLAN FOR CITY REVIEWONLY TO ILLUSTRATECOMPLIANCE WITH ZONINGAND DEVELOPMENTSREGULATIONS. IT IS NOTINTENDED FORCONSTRUCTION PURPOSES.CARROLLDove CreekBLYTHEASHMOREWILDWOODLAKE WOODBRENT WOOD WHISPERING LNNORTHWESTPKWYWHISPERINGDELLSAN JUAN HIGHLANDSUNSHINE DOVEBRAIR WOODCHERRY NOT TO SCALEVICINITY MAPSITENORTHGRACE LN KIRKWOODALLOWED USESTHE CLUBHOUSE·INDEPENDENT LIVINGTHE TERRACE·ASSISTED LIVING·MEMORY CARECOURTYARD VILLAS·INDEPENDENT LIVINGNEIGHBORHOOD FLATS·INDEPENDENT LIVINGNTSFUTURE E. HIGHLANDS ST. & KIRKWOODBLVD - TYPICAL BOULEVARD SECTION2%2%11'11'59' B TO BVARIESCL= PGL24' B TO BROW VARIES12' MEDIANB-BREF. CITY OF SOUTHLAKE DETAILS FOR PAVEMENT INFORMATIONEX. ROW PROP. ROW2%1.5%6' SW44' HALF ROWROW VARIES (MIN 35')23' B TO B G TV G G U TV U TV TV EE G E G G D G S S S SS OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL XXXXOHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL X X X X X X X X X X X X X X635640645650631632633634636637638639641642643644646647648649651 6 5 2 645650 641642643 644 646647648649651652 6 5 06496 4 9 6 5 1 65 2650651652 635 640 645 650 631 6 3 2 633 6 3 4 636 637 638 639 641 642 643 644 646 64 7 648 649 65 1 645643644645646646647 648 6 5 0 6 5 5 64965 1 65 2 653 654 6566 5 7 6506556606656466476486496516526536546566576586596616626636646 6 6 6 6 7655660665652653654656657658658658659661662663664666640645637638639641642643644646647648650 649 649 651 645650655 643644646647 648 649651652653654650651652653654REQUIRED VOLUME = 1.75 AC-FT FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLF L FL FL FL FL FL FL FL FLFLFLFL FLFLF L FL FLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL655 655 655 655660 660651652653 653654 654656 656657 657658 658658658659 659661 6 6 1 645650650650 6466476 4 8 649 6516516516526 5 2 65 2 64864864 8 648 648648649 6 5 0 64 9 6 5 1 652650650 6496496 5 1 651 6 5 2 652661662663664647648 649 650 655 655 651 652 653 654 656 656 650655660660646647648649651652653654656656 657657658658 659659661661662662663663FFE 654.35 FFE 664.00 FFE 650.00 FFE 664.00 FFE 664.00 FFE 650.00 FFE 650.00 FFE 650.00 FFE 652.00 FFE 653.00 FFE 653.00 FFE 657.50 FFE 651.25 BW 628.00 BW 627.65 BW 627.67 BW 653.00 BW 653.64 BW 653.00 TW 639.00 TW 639.00 TW 639.00 BW 649.09 TW 650.09 BW 627.50 TW 639.00 TW 654.00 TW 654.00 TW 655.36 BW 627.75 TW 639.00 BW 637.00 TW 651.23 BW 637.00 TW 651.68 FFE 664.00 BW 662.02 BW 657.54 BW 659.50 TW 663.27 TW 663.66 TW 663.02 BW 647.66 BW 662.36 BW 659.59 TW 660.09 TW 665.64 BW 652.93 TW 660.77 TW 648.66 BW 657.79 BW 649.83 BW 649.35 BW 649.54 BW 660.43 BW 657.84 BW 662.25 BW 658.74 TW 663.94 TW 663.76 TW 659.53 TW 663.83 TW 660.38 TW 659.64 TW 649.35 TW 649.94 BW 650.00 TW 664.00 BW 639.00 BW 639.00 BW 649.72 TW 663.90 TW 651.80 BW 665.35 TW 661.83 TP 650.89 TP 649.06 TP 651.57 TP 651.54 TP 652.54 TP 651.57 TP 647.61 TP 647.67 TP 647.67 TP 657.72 TP 656.60 TP 653.45 TP 650.35 TP 649.43 TP 655.22 BW 649.73 TW 652.09 TP 649.06 TP 648.38 BW 630.22 TW 650.02 BW 630.22 TW 650.66 BW 639.00 TW 662.30 TP 648.52 TP 662.85 TP 648.73 TP 651.95 TP 652.40 TP 651.57 TP 651.95 TP 648.87 TP 650.59 TP 656.84 TP 657.94 TP 655.76 TP 656.84 TP 649.78 TP 651.22 TP 648.58 TP 661.55 FFE 652.00TP 653.69 BW 654.10 TW 655.10 BW 639.00 TW 649.14 BW 641.12 TW 649.70 BW 649.60 TW 654.97BW 630.57 TW 649.50 BW 629.08 TW 646.00 BW 628.54 TW 642.96 BW 627.72 TW 641.00 BW 646.10 TW 652.29 BW 651.78 TW 656.46 TP 654.85 TP 655.23 TP 659.32 TP 659.66 HP HP HP HP HP HP HP HP HP HP HP HPHP HP HP LP LP LP LP LP LP LP LP LP LP LP LP LP LP HP LP EAST HIGHLAND STREET NORTH CARROLL AVEGRACE LANE100-YR WSEL 637.50 LP LP HP LP HP LP HP PROPOSED UNDERGROUND DETENTION AREA REQUIRED VOLUME = .8 AC-FT BW 662.45 TW 663.45 BW 663.20 TW 663.20 BW 660.94 TW 663.01 BW 661.97 TW 664.00 BW 649.37 BW 649.17 BW 650.11 BW 650.03 BW 650.59 TW 653.21 TW 652.38 TW 651.97 TW 651.72 TW 650.60 BW 648.96 BW 648.56 BW 648.58 BW 648.60 TW 650.35 TW 649.54 TW 648.97 TW 648.85 REQUIRED VOLUME = .8 AC-FT 100-YR WSEL 648.00 BW 644.08 BW 643.64 BW 643.14 BW 642.50 BW 643.27 BW 643.32 BW 643.11 BW 643.50 TW 651.00 TW 650.50 TW 650.00 TW 649.50 TW 649.50 TW 649.50 TW 649.50 TW 650.00 650649651652653BW 658.06 TW 658.56 FG 655.12 FG 655.16 CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.NORTH GRADING PLANC-201 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0052 WWWWWWWWWWWWWWW WGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WWWW W WWW W WW W WWG W TV G F WW G U F W F TV U TT T F F TV T TVT F EE G E G G G S W WW S S S S F F F OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL XXXXOHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL X X X X X X X X X X X X X X 23.8 cfs DA-B 4.87 ac 19.4 cfs DA-C 3.98 ac 9.1 cfs DA-D 1.86 ac 22.0 cfs DA-A.3 4.51 ac 12.4 cfs DA-A.1 2.55 ac 0.9 cfs DA-A.2 0.19 ac EAST HIGHLAND STREET NORTH CARROLL AVEGRACE LANE6 5 5 6 5 5 6 6 0 665 65365 3 65 4 6 5 4 6 5 6 65765865966 1 66 2 663 664 666 6 6 7 645650643644646647648649651652 6456456446466466 3 5 6356406406456 4 5 645650 65065 0 650650 6 3 1 6316 3 2 6326 3 3 6336 3 4 6346 3 6 6366 3 7 6376 3 8 638639 6396416416 4 2 642643 6 4 3 6436 4 4 6446446466 4 6 6466476 4 7 647 6486 4 8 648649 6496496 4 9 6 4 9 651 651651 6 5 1 6 5 1 6 5 2 652 652 652655660665652653654656657658659661 662663664666635 640645 650636637638639641642643644646647 648 649 650649 651 652 650655660665647648649651652653654656657658659661662663664QALLOW PER "GRACE LANE EXPANSION" DATED 1/31/2017 QALLOW = 12.7 CFS QEX = 9.1 CFS EXISTING 2 - 15" CULVERTS QALLOW PER "RESTORATION CHURCH EXPANSION" DATED 12/20/2024 QALLOW = 11.5 CFS QEX = 23.8 CFS EXISTING 30" STORM LINE QEX = 35.3 CFS EXISTING 5'X5' DROP INLET QEX = 19.4 CFS QDESIGN = 39.61 CFS PER GRACE LANE EXPANSION RECORD DRAWINGS650655 660651652653 654 656 657 658 659 661662645645646647648649650 648 648 649 649 651 N87°55'32"W 527.90' N88°28'41"W 425.23'S3°33'27"W310.70'S12°39'21"E 28.13' ∆=4°14'57" R=1030.00' L=76.39' CB=S60°38'57"E C=76.37' ∆=8°52'31" R=1030.00' L=159.55' CB=N66°57'54"W C=159.39' ∆=28°12'13" R=640.00' L=315.04' CB=S17°39'34"W C=311.87' S89°46'27"W 528.58'S0°30'28"E744.02'R=1030.00' ∆=17°19'21" L=311.40'CB=S80°03'50"EC=310.22' S1°11'36"W 5.81'S44°38'00"W 28.21' CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST DRAINAGE AREA TABLE DRAINAGE AREA NO. DA-A.1 DA-A.2 DA-A.3 DA-B DA-C DA-D AREA (ac) 2.55 0.19 4.51 4.87 3.98 1.86 ANTECEDENT FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.50 0.50 0.50 0.50 0.50 0.50 RAINFALL INTENSITY "I"100 (in/hr) 9.76 9.76 9.76 9.76 9.76 9.76 TIME OF CONCENTRATION (minutes) 10.0 10.0 10.0 10.0 10.0 10.0 TOTAL FLOW Q100 (cfs) 12.4 0.9 22.0 23.8 19.4 9.1 BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.SEE STORM DRAIN PLAN & PROFILE SHEETS FOR DETAILED INFORMATION ON STORM DRAIN LINES. 3.ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE NOTED. DRAINAGE GENERAL NOTES INLET NUMBER PROPERTY LINE EXISTING DRAINAGE DIVIDE EXISTING FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 EXISTINGDRAINAGE AREAMAPC-300 NORTH CITY CASE NO. ZA26-0052 09/21/2026 F U F F U TT T F F T T F EE E S S S S S F F F OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL XXXXOHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL X X X X X X X X X X X X X X FL FL FLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLF L FL FL FL FL FL FL FL FLFLFLFL FLFLF L FL FLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEAST HIGHLAND STREET NORTH CARROLL AVEGRACE LANE11.5 cfs DA-A2 1.39 ac 5.1 cfs OS-1A 0.62 ac 0.7 cfs OS-1B 0.09 ac 9.8 cfs DA-D 1.18 ac 10.8 cfs DA-BYPASS-C 1.31 ac 31.6 cfs DA-A1 3.81 ac 21.0 cfs BLDG-C 2.53 ac 7.2 cfs BLDG-A2 0.87 ac 6.0 cfs BLDG-A1 0.72 ac 5.9 cfs DA-BYPASS-A2 0.71 ac 24.1 cfs DA-C 2.90 ac 5.1 cfs DA-A3 0.61 ac 7.9 cfs BYPASS-B 0.95 ac 2.2 cfs DA-BYPASS-A1 0.26 ac 655 655 655 660 65 2 653 654 656 657 658 659 661 6506506516516516526456466476 4 8648648 648648 6 4 8 660656 65765865966165 5 6606516526536546 5 6 6576586596616626 6 3 664650 655 651 652 653 654 656 656 660 661 662 663 6 6 4660661662 663 664 645645650643643644644646646647647647648648648649649649649649651652653649649650649651653657REQUIRED VOLUME = 1.75 AC-FT EXISTING RECESSED CURB INLET QALLOW PER "GRACE LANE EXPANSION" DATED 1/31/2017 QALLOW = 12.7 CFS QPROP = 9.8 CFS EXISTING 2 - 15" CULVERTS QALLOW PER "RESTORATION CHURCH EXPANSION" DATED 12/20/2024 QALLOW = 11.5 CFS QPROP = 8.6 CFS EXISTING DROP INLET QEX PER EXISTING ONSITE CONDITIONS QEX = 35.3 CFS QPROP W/ BYPASS = 35.3 CFS EXISTING DROP INLET QEX PER EXISTING ONSITE CONDITIONS QEX = 19.4 CFS QPROP W/ BYPASS = 19.4 CFS 6 5 4 6 4 9 650655660646647648649651652653654656657658659661662∆=16°24'47" R=1030.00' L=295.05' CB=N80°31'08"W C=294.05' ∆=8°52'31" R=1030.00' L=159.55' CB=N66°57'54"W C=159.39' S12°39'21"E 28.13' ∆=28°12'13" R=640.00' L=315.04' CB=S17°39'34"W C=311.87'S3°33'27"W310.70'N88°28'41"W 425.23' N87°55'32"W 527.90' ∆=4°14'57" R=1030.00' L=76.39' CB=S60°38'57"E C=76.37' REQUIRED VOLUME = .8 AC-FT PROPOSED UNDERGROUND DETENTION AREA REQUIRED VOLUME = .8 AC-FT CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST DRAINAGE AREA TABLE DRAINAGE AREA NO. BLDG-A1 BLDG-A2 BLDG-C BYPASS-B DA-A1 DA-A2 DA-A3 DA-BYPASS-A1 DA-BYPASS-A2 DA-BYPASS-C DA-C DA-D OS-1A OS-1B AREA (ac) 0.72 0.87 2.53 0.95 3.81 1.39 0.61 0.26 0.71 1.31 2.90 1.18 0.62 0.09 ANTECEDENT FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 RAINFALL INTENSITY "I"100 (in/hr) 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 TIME OF CONCENTRATION (minutes) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 TOTAL FLOW Q100 (cfs) 6.0 7.2 21.0 7.9 31.6 11.5 5.1 2.2 5.9 10.8 24.1 9.8 5.1 0.7 BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FIRE LANE PROPOSED CURB INLET PROPOSED GRATE INLET LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.SEE STORM DRAIN PLAN & PROFILE SHEETS FOR DETAILED INFORMATION ON STORM DRAIN LINES. 3.ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE NOTED. DRAINAGE GENERAL NOTES CI GI PROPOSEDDRAINAGE AREAMAPC-301 NORTH CITY CASE NO. ZA26-0052 09/21/2026 SS S S SS S SSSSS SSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SS SS SS SS SSSSSSSS SSSS S S S S S S S S S S S S S S S SS S S S S S S F U F F U TT T F F T T F EE E S S S S S F F F OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL F U F F U TT T F F T T F EE E S S S S S F F F OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL WWWWWWWWWWWWWWSSSSSSSSGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WWWW W WW WWW W WWWWW WWWWWWWWWWWWWWWW WW W W WW W W W WWWWWWWW W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLF L FL FL FL FL FL FL FL FLFLFLFL FLFLF L FL FLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEAST HIGHLAND STREET NORTH CARROLL AVEGRACE LANECONNECT TO PROPOSED UNDERGROUND DETENTION SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH FH FH FH FH FH FH FH FH GI GI GI GI GI GI GI CI CI CI CI CI CI CI GI GI JB JB JB JB 24" PRIVATE STORM 18" PRIVATE STORM JB INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX 36" PRIVATE STORM 24" PRIVATE STORM 21" PRIVATE STORM 18" PRIVATE STORM1 8 " PR IVA TE S TORM 21" PRIVATE STORM 36" PRIVATE STORM21" PRIVATE STORM18" PRIVATE STORM INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 5' CURB INLET INSTALL: 1 - 5' CURB INLET 18" PRIVATE STORM INSTALL: 1 - 5' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 15' CURB INLET CONNECT TO EXISTING WYE INLET INSTALL: 1 - TRENCH DRAIN INSTALL: 1 - TRENCH DRAIN CONNECT TO EXISTING WYE INLET FH FH PROPOSED UNDERGROUND DETENTION AREA REQUIRED VOLUME = .8 AC-FT INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID SSMH 24" P U B L I C ST O R M24" PRIVATE STORM18" PRIVATE STORM18" PRIVATE STORM18" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 36" PRIVATE STORM36" PRIVATE STORMS3°33'27"W310.70'N88°28'41"W 425.23' N87°55'32"W 527.90' ∆=8°52'31" R=1030.00' L=159.55' CB=N66°57'54"W C=159.39' ∆=4°14'57" R=1030.00' L=76.39' CB=S60°38'57"E C=76.37' S12°39'21"E 28.13' ∆=28°12'13" R=640.00' L=315.04' CB=S17°39'34"W C=311.87' INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID PARCEL ID NO. 41259793 CALLED 0.69 ACRES AMERICAN REALTY INVESTORS III LLC DOC.NO. D21715815 O.P.R.T.C.T. PARCEL ID NO. 42181702 CALLED 0.64 ACRES MOSSINCO LLC NO. D222285547 O.P.R.T.C.T. PARCEL ID NO. 04744918 CALLED 0.38 ACRES BOLLINGER BRENDON LLC NO. D222257262 O.P.R.T.C.T. PARCEL ID NO. 02041375 CALLED 0.48 ACRES MOSSINCO LLC NO. D22225959 O.P.R.T.C.T. PARCEL ID NO. 41502329 CALLED 6.83 ACRES SOUTHLAKE INVESTOR LLC NO. D222064392 O.P.R.T.C.T. PARCEL ID NO. 03873455 CALLED 0.82 ACRES SOUTHLAKE CITY OF NO. D210269785 O.P.R.T.C.T. PARCEL ID NO. 41259823 CALLED 0.701 ACRES CAPITAL TITLE OF TEXAS LLC NO. D213245623 O.P.R.T.C.T. PARCEL ID NO. 41259831 CALLED 0.703 ACRES ABSOLUTE LIVING REALITY LLC DOC.NO. D218158839 O.P.R.T.C.T. PARCEL ID NO. 41259785 CALLED 0.78 ACRES CARROLL COMMERCIAL HOLDINGS LLC DOC.NO. D213245623 O.P.R.T.C.T. ABSOLUTE LIVING REALTY LLC CURRENT ZONING = SP1 CAPITAL TITLE OF TEXAS LLC CURRENT ZONING = SP1 CARROLL COMMERCIAL HOLDINGS LLC CURRENT ZONING = SP1 TOLLESON ORTHODONTICS PLLC CURRENT ZONING = C3 MOSSINCO LLC CURRENT ZONING = SP1 BOLLINGER BRENDON CURRENT ZONING = AG BOLLINGER BRENDON CURRENT ZONING = AG SOUTHLAKE INVESTOR LLC CURRENT ZONING = SP1 CITY OF SOUTHLAKE CURRENT ZONING = AG LOT 1R1, BLOCK 1 GATEWAY CHURCH - 114 CAMPUS DOC. NO. D222086677 O.P.R.T.C.T. LOT 1, BLOCK 5 GATEWAY CHURCH - 114 CAMPUS DOC. NO. D210005156 O.P.R.T.C.T. GATEWAY CHURCH CURRENT ZONING = NRPUD GATEWAY CHURCH CURRENT ZONING = NRPUD24" PUBLIC STORMINSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST PROPOSED DRAINAGE EASEMENT BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.NORTH 0 GRAPHIC SCALE IN FEET 50 25 50 100 UTILITY LEGEND PROPERTY LINE PROPOSED WATER LINE PROPOSED SANITARY LINE PROPOSED STORM LINE EXISTING POWER LINE EXISTING POWER POLE EXISTING WATER LINE EXISTING SANITARY LINE EXISTING STORM PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT STORM PLANC-303 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.SEE STORM DRAIN PLAN & PROFILE SHEETS FOR DETAILED INFORMATION ON STORM DRAIN LINES. 3.ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE NOTED. DRAINAGE GENERAL NOTES CITY CASE NO. ZA26-0052 09/21/2026 WW WWWWWWWWWWWWWWWW WW W W WW W W W WWWWWWWW W W W W W W W W W W W WWWWWWWWWWFW DW FW DW FW DW DWWWWWWWWWWWWWWWWWWWWWWWFL FL FLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLF L FL FL FL FL FL FL FL FLFLFLFL FLFLF L FL FLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLU U TT T T T EE E S S S S S OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL U U TT T T T EE E S S S S S OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL WWWWWWWWWWWWWWW WSSSSSSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWW W W W W W W WWWW W W WW W WWWSS S S SS S SSSSS SSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SS SS SS SS SSSSSSSS SSSS S S S S S S S S S S S S S S S SS S S S S S S CONNECT TO EX. MANHOLE RIM: 646.20 8" FL IN (S) = 635.20 INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE EAST HIGHLAND STREET NORTH CARROLL AVEGRACE LANESSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH FH FH FH FH FH FH FH FH GI GI GI GI GI GI GI CI CI CI CI CI CI CI GI GI JB JB JB JB SSMH EX. SSMH EX. SSMH 6" PRIVATE SEWER 8" PRIVATE SE WE R 8 " PR IVA TE SEWER 8 " PR IVA TE SEWER 8 " PR I VA T E S EWER 8" P R I V A T E S E W E R8" PRIVATE SEWERFH FH END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) INSTALL: 1 - 4' MANHOLE INSTALL: 1 - 4' MANHOLE EXISTING SANITARY SEWER TO BE DEMOLISHED 6" PRIVATE SEWER 6" PRIVATE SEWER 8" PRIVATE SEWER 8" PRIVATE SEWER9'6'11'6' EX. 10" SEWER JB END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) END 6" SANITARY SEWER 5' FROM BUILDING (TYP.) ∆=8°52'31" R=1030.00' L=159.55' CB=N66°57'54"W C=159.39' ∆=4°14'57" R=1030.00' L=76.39' CB=S60°38'57"E C=76.37' S12°39'21"E 28.13' ∆=28°12'13" R=640.00' L=315.04' CB=S17°39'34"W C=311.87'S3°33'27"W310.70'N88°28'41"W 425.23' N87°55'32"W 527.90' END 8" SANITARY SEWER 5' FROM BUILDING (TYP.) END 8" SANITARY SEWER 5' FROM BUILDING (TYP.)S0°30'28"E744.02'S44°38'00"W 28.21' S89°46'27"W 528.58'S1°11'36"W 5.81' ∆=17°19'21" R=1030.00' L=311.40' CB=S80°03'50"E C=310.22' N3°01'59"E 2.70' CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST PROPOSED 15" SANITARY SEWER EASEMENT BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.NORTH 0 GRAPHIC SCALE IN FEET 50 25 50 100 UTILITY LEGEND PROPERTY LINE PROPOSED WATER LINE PROPOSED SANITARY LINE PROPOSED STORM LINE EXISTING POWER LINE EXISTING POWER POLE EXISTING WATER LINE EXISTING SANITARY LINE EXISTING STORM PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT SANITARY SEWERPLANC-401 SEWER NOTES GENERAL NOTES 1.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. SANITARY 1.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN. 2.REFER TO CITY OF SOUTHLAKE STANDARD CONSTRUCTION DETAILS FOR ALL SANITARY MANHOLES AND CLEANOUTS. 3.SANITARY SEWER LINES SHALL BE PVC PER CITY STANDARD CITY CASE NO. ZA26-0052 09/21/2026 FL FL FLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLF L FL FL FL FL FL FL FL FLFLFLFL FLFLF L FL FLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSS SS SS S SSSSS SSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SS SS SS SS SSSSSSSS SSSS S S S S S S S S S S S S S S S SS S S S S S S W WW W EE E S W WW S S S S OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL W WW W EE E S W WW S S S S OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLO H LOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHLOHL OHL OHL WWWWWWWWWWWWWWSSSSSSSSGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWW W W W W W W WWWW W W W WW WWWEAST HIGHLAND STREET NORTH CARROLL AVEGRACE LANESSMH SSMH SSMH SSMH SSMHSSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH FH FH FH FH FH FH FH FH GI GI GI GI GI CI CI CI CI CI CI CI GI GI JB JB JB JB SSMH INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY 8" PUBLIC WATER 8" PUBLIC WATERWW WWWWWWWWWWWWWWWW WW W W WW W W W WWWWWWWW W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSMH CONNECT TO EX. 8" WATER CONNECT TO EX. 8" WATER CONNECT TO EX. 12" WATER INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY GI GI FH EX. 8" PUBLIC WATER EX. 12" PUBLIC WATER EX. 12" PUBLIC WATER EX. 12" PUBLIC WATER 8" PUBLIC WATER8" PUBLIC WATER8" PUBLIC WATER8" PUBLIC WATER8" PUBLIC WATER 8" PUBLIC WATER 8" PUBLIC WATER 8" PUBLIC WATER8 " PUB L IC WA TER 8 " PUB L IC WA TER 8" PUBLIC WATER 8" PUBLIC WATER 8" PUBLIC WATER END PROP. 8" FIRE SERVICE 5' FROM BUILDING JB END PROP. 4" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING END PROP. 6" FIRE SERVICE 5' FROM BUILDING END PROP. 2" DOMESTIC SERVICE 5' FROM BUILDING 9'7'10'∆=8°52'31" R=1030.00' L=159.55' CB=N66°57'54"W C=159.39' ∆=4°14'57" R=1030.00' L=76.39' CB=S60°38'57"E C=76.37' S12°39'21"E 28.13' ∆=28°12'13" R=640.00' L=315.04' CB=S17°39'34"W C=311.87'S3°33'27"W310.70'N88°28'41"W 425.23' N87°55'32"W 527.90' UPSIZE EX. 6" WATERLINE TO 12", CONNECT TO EX. 12" WATERLINE INSTALL: 1 - FH ASSEMBLY UPSIZE EX. 6" WATERLINE TO 12", CONNECT TO EX. 12" WATERLINE 12" PUBLIC WATER 258'36'9'52'40'149'28'133'395' EX. FH EX. FH EX. FH EX. FH EX. FH EX. FH EX. FH EX. FH PROPOSED FDC 16'56' CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST PROPOSED 10' WATER EASEMENT PROPOSED 10' WATER EASEMENT (TYP.)BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.BYREVISIONSNo.DATESHEET NUMBERTOUCHMARKSOUTHLAKECITY OF SOUTHLAKE, TEXASDATEAS SHOWNCHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT060045301CMDERGERG09/21/202613455 NOEL ROAD, TWO GALLERIA OFFICE TOWERSUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC.C-501 NORTH 0 GRAPHIC SCALE IN FEET 50 25 50 100 WATER PLANUTILITY LEGEND PROPERTY LINE PROPOSED WATER LINE PROPOSED SANITARY LINE PROPOSED STORM LINE EXISTING POWER LINE EXISTING POWER POLE EXISTING WATER LINE EXISTING SANITARY LINE EXISTING STORM PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT WATER NOTES GENERAL NOTES 1.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. WATER 1.CONTRACTOR WILL SUPPLY ALL WATER METERS IN ACCORDANCE WITH THE CITY OF SOUTHLAKE SPECIFICATIONS. METER INSTALLATION WILL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO ACCEPTANCE. 2.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES FOR ALL WATER METER AND FIRE HYDRANT DETAILS. 3.ALL FITTING SHALL BE OF DOMESTIC MANUFACTURE AND SHALL BE MECHANICALLY RESTRAINED. 4.VALVES ARE FOR ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL INSTALL PER CITY STANDARDS. 5.ALL WATER MAINS SHALL BE PVC. 5.1.DOMESTIC SERVICE LINE AND IRRIGATION = SDR9, C200 5.2.PRIVATE FIRE LINES = SDR14 5.3.ALL OTHER LINES = SDR18, C900 6.FIRE HYDRANT ASSEMBLY INSTALLED PER CITY STANDARDS AND WITH A 6" GATE VALVE. 7.EMBEDMENT FOR WATER LINE MAINS SHALL BE PER CITY DETAILS CITY CASE NO. ZA26-0052 09/21/2026 XXX XXXXXXX CALLED 0.211 ACRESCITY OF SOUTHLAKE, TEXASDOC. NO. D211111319O.P.R.T.C.T.CALLED 0.291 ACRESCITY OFSOUTHLAKE, TEXASDOC. NO. D211111319O.P.R.T.C.T.654 DFECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FEC UP UNIT A G-101 ELEV A T OR TRAS H G-107 HOUSE K E EPIN G G-109STAIR - 1G1-1IT/ELECG-110 ELEC T RI C A L G-112 FIRE RI S E R G-113 VESTI B U L E G-105A STOR. G-108 BOH COR RI D O R G-111 PRIV AT E GARA GE 01G-123PRIVATEGARA G E 0 2 G-122PRIV AT E GARA G E 0 3 G-121 PRIV A T E GARA GE 04G-120PRIV AT E GARA G E 05 G-119 PRIV A T E GARA G E 0 6 G-118PRIV AT E GARA G E 07 G-117 PRIV AT E GARA G E 09 G-115PRIV A T E GARA G E 0 8 G-114FHA ACCE SI B L E PRIV A T E GARA G E 10 G-116 UNIT B G-102 STOR A G E G-124 MECHG-106FEC UP UNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109 STAIR - 1G1-1 IT/ELECG-110ELECTRICALG-112 FIRE RISERG-113 VESTIBULEG-105A STOR.G-108BOHCORRIDORG-111 PRIVATEGARAGE 01G-123 PRIVATEGARAGE 02G-122 PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120 PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117 PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116 UNIT BG-102 STORAGEG-124 MECHG-106 EAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E | || | | || || || || || || || || || || || || | | | | | | | | || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || |PROPOSED ABOVE GROUNDDETENTION, REFER TO CIVIL PLANSPROPOSED BELOW GROUNDDETENTION, REFER TO CIVIL PLANSPROPOSED ABOVE GROUNDDETENTION, REFER TO CIVIL PLANSCONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTSCALE: 1" = 50'02550100DETENTIONDETENTION LEGENDDETENTION AREA PLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:06am Slater Last Save: Sep 21, 2026 - 11:03am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.01_DETENTION AREA LANDSCAPE CONCEPT PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.01©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026CONCRETE DETENTION AREA WALLSSTONE SLAB DETENTION AREA WALLS w/ LANDSCAPINGPATHWAYS ADJACENT TO DETENTION XXX XXXXXXX CALLED 0.211 ACRESCITY OF SOUTHLAKE, TEXASDOC. NO. D211111319O.P.R.T.C.T.CALLED 0.291 ACRESCITY OFSOUTHLAKE, TEXASDOC. NO. D211111319O.P.R.T.C.T.654 FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FEC UPUNIT A G-101 ELEV A T OR TRAS H G-107 HOUSE K E EPIN G G-109STAI R - 1 G1-1IT/EL E C G-110 ELEC T RI C A L G-112 FIRE RI S E R G-113 VESTI B U L E G-105A STOR. G-108 BOH CORRI D OR G-111 PRIV AT E GARA G E 01 G-123PRIVATEGARA G E 02G-122PRIV AT E GARA G E 0 3 G-121 PRIV AT E GARA GE 04G-120PRIV A T E GARA G E 05 G-119 PRIV AT E GARA G E 0 6 G-118PRIV A T E GARA G E 07 G-117 PRIV AT E GARA G E 09 G-115 PRIV AT E GARA G E 0 8 G-114FHA ACCE SI B L E PRIV A T E GARA G E 10 G-116 UNIT B G-102 STOR A G E G-124 MECHG-106FECUP UNIT AG-101ELEVATOR TRASHG-107 HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112 FIRE RISERG-113 VESTIBULEG-105A STOR.G-108BOHCORRIDORG-111 PRIVATEGARAGE 01G-123 PRIVATEGARAGE 02G-122 PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119 PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117 PRIVATEGARAGE 09G-115 PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116 UNIT BG-102STORAGEG-124 MECHG-106 EAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E | || | | || || || || || || || || || || || || | | | | | | | | || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || |82'-6"66'90'CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTSTONE SLAB WALLSACCENT WALLSFENCINGENTRY FEATURESSTONE RETAINING WALLSTRASH ENCLOSURE GATEFENCING & ENTRY LEGENDFENCING & WALLTYPES PLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:06am Slater Last Save: Aug 27, 2026 - 8:53am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\l1.02_FENCING & WALL TYPES PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.02©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SCALE: 1" = 50'025501004' HEIGHT WIRE MESH FENCESTUCCO WALL w/ STONE CAPCUT STONE WALLGRANBERRY STONE WALLENTRY MONUMENTSTONE SLAB WALLPAINTED BRICK w/ STONE CAPSTONE RETAINING WALLTRASH ENCLOSURENOTE:GATES TO REMAIN OPENDURING DAYLIGHT HOURS ENTRY SIGNAGE ANDGATESNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 24, 2026 - 4:35pm File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.03_ENTRY SIGNAGE AND GATES.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.03©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026ENTRY MONUMENT (A)STUCCO WALL (B)GENERAL NOTES:1.ALL DIMENSIONS ARE DIAGRAMMATICAL AND ARE SUBJECT TO CHANGE.2.IMAGES ARE FOR REFERENCE PURPOSES ONLY.3.ACCESS TO THE GENERAL PUBLIC SHALL BE REGULATED WITH GATES AT CERTAIN TIMESOF THE DAY FOR SECURITY PURPOSES, WITH ALLOWANCES AND CONTROL MECHANISMINSTALLED TO ALLOW FULL ACCESS BY PUBLIC SAFETY VEHICLES AND PERSONEL.KEYMAP231 EAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 27, 2026 - 8:53am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.04_SITE ILLUSTRATIVE PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.04©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SITE ILLUSTRATIVEPLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 27, 2026 - 8:53am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.04_SITE ILLUSTRATIVE PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.04©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026LEGENDThe ClubhouseThe TerraceCourtyard VillasNeighborhood FlatsThe Clubhouse ArrivalThe Terrace ArrivalNorth Carroll Ave. EntryGrace Lane EntryService EntryGuest ParkingStaff ParkingFire LanePromenadeBocce Ball CourtGrowing GardenDog ParkPutting Green1/4 Mile Walking PathTerrace Amenity SpaceOn Structure CourtyardWander GardenFlag PolesDetention PondService YardSITE DESCRIPTIONGross Site:782,100 SF / 17.95 ACR.O.W. Dedication:25,583 SFNet Site:756,517 SF / 17.37 ACSITE PERMEABILITYPervious Coverage:350,865 SF / 46.4%Impervious Coverage:405,652 SF / 53.6%OPEN SPACEUsable Open Space - 250 SF per each dwelling unit:Total Units:357Total Open Space:159,273 SFOpen Space Per Unit:446 SFPARKINGBELOW GRADE GARAGE PARKINGResidence below grade IL:215 PGarage Parking:49 PTOTAL RESIDENT BELOW GRADE AND GARAGEPARKING:264 P (63% OF PARKING)SITE SURFACE PARKINGVisitor Parking:89 PStaff Parking:70 PTOTAL SITE SURFACE PARKING:159 P (37% OF PARKING)AAABCCCDDDDABCDEFGHIJKLMNOPQRSTUVWXEFGHIJJJJJJJKKKKKLLLLLLLLMMNQOPPRSTUVWWXSCALE: 1" = 50'02550100 N O R T H C A R R O L L A V E N U E G R A C E L A N E EAST KIRKWOOD BLVD.CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 27, 2026 - 8:53am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.05_SITE ILLUSTRATIVE PLAN_PHASE 1.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.05©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SITE ILLUSTRATIVEPLAN_PHASE 1NOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 27, 2026 - 8:53am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.05_SITE ILLUSTRATIVE PLAN_PHASE 1.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.05©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SCALE: 1" = 50'02550100THE TERRACE PHASE 1THE CLUBHOUSE PHASE 1THE RESIDENCE FLATS PHASE 1 XXX XXXXXXX DFECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FEC UPUNIT A G-101 ELEV A T OR TRAS H G-107 HOUSE K E EPIN G G-109STAIR - 1G1-1IT/EL E C G-110 ELEC T RI C A L G-112 FIRE RISER G-113VESTIBULEG-105A STOR. G-108 BOHCOR RI D O R G-111 PRIV A T E GARA GE 01 G-123 PRIV AT E GARA G E 0 2 G-122PRIV AT E GARA G E 03 G-121 PRIV A T E GARA G E 04 G-120 PRIV AT E GARA G E 05G-119PRIV A T E GARA G E 0 6 G-118 PRIV AT E GARA G E 07G-117PRIV AT E GARA GE 09G-115PRIV A T E GARA G E 08 G-114 FHA ACC ESIBLE PRIV A T E GARA G E 10 G-116 UNIT B G-102STO R A GE G-124 MECHG-106FEC UP UNIT AG-101 ELEVATORTRASHG-107HOUSEKEEPINGG-109 STAIR - 1G1-1 IT/ELECG-110ELECTRICALG-112 FIRE RISERG-113 VESTIBULEG-105A STOR.G-108BOHCORRIDORG-111 PRIVATEGARAGE 01G-123 PRIVATEGARAGE 02G-122 PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120 PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118 PRIVATEGARAGE 07G-117 PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116 UNIT BG-102 STORAGEG-124 MECHG-106EAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E | || | | || || || || || || || || || || || || | | | | | | | | || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || |CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTPROPOSED ABOVE GROUNDDETENTION, REFER TO CIVIL PLANSPROPOSED BELOW GROUNDDETENTION, REFER TO CIVIL PLANSPROPOSED ABOVE GROUNDDETENTION, REFER TO CIVIL PLANSPROPERTY LINER.O.W. TAKELEGENDEXISTING TREECANOPY TREE50% 2" Caliper, 50% 4" Caliper Min.CANOPY TREE GROVE50% 2" Caliper, 50% 4" Caliper Min.UNDERSTORY / ACCENT TREE6' Height Min.INTERIOR: SHRUBS, PRENNIALS &ORNAMENTAL GRASSES3 Gallon Min.BUFFER: SHRUBS, PERENNIALS &ORNAMENTAL GRASSES3 Gallon Min.GROUND COVER4" Containers MinSEASONAL COLOR4" Containers Min.TURF AREASLANDSCAPE LEGENDLANDSCAPE PLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Sep 21, 2026 - 10:58am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.06_LANDSCAPE PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.06©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SCALE: 1" = 50'02550100 LANDSCAPE PLAN TABULATIONS NOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:06am Slater Last Save: Aug 27, 2026 - 8:52am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.07_LANDSCAPE PLAN TABULATIONS.dwgTOUCHMARK SOUTHLAKE SOUTHLAKE, TEXAS Issued: Issued: Revisions: Sheet Title: Sheet No: Planning Landscape Architecture Urban Design 3301 Elm Street, Suite 100 Dallas, Texas 75226 Tel. 214-871-7900 L1.07 ©2024 TALLEY ASSOCIATES Issued: Issued:SITE PLAN SUBMITTAL Date:SEPTEMBER 21, 2026 Checked By:CT Drawn By:JS, BG, BM, RB Project No. 25046 HKS Architect 350 N. Saint Paul St., #100 Dallas, Texas 75201 Tel. 469-484-6516 KIMLEY HORN Civil Engineering 13455 Noel Road, Two Galleria Office Tower Suite 700 Dallas, Texas 75240 Tel. 972-8770-1300 SITE PLAN SUBMITTAL Sage Group, Inc. Planning Consultant 550 Silicon Drive, Suite 100 Southlake, Texas 76092 Tel. 817-424-2626 CITY CASE NO. ZA26-0052 Touchmark, LLC 350 South Hardin Blvd. McKinney, TX 75072 APPLICANT Carroll ISD 2400 N. Carroll Southlake, TX 76092 OWNERS Gateway Church 500 S. Nolan Dr., Suite 300 Southlake, TX 76092 City of Southlake 1400 Main St., Suite 400 Southlake, TX 76092 CONSULTANTS THIS DOCUMENT MAY NOT BE USED FOR PERMITTING, OR CONSTRUCTION. COY B. TALLEY TEXAS LIC. NO. 1607 09/21/2026 CITY OF SOUTHLAKE REQUIREMENTS BUFFER YARD LANDSCAPE REQUIREMENTS NORTH CARROLL AVE. BUFFER YARD C - ROW (20% REDUCTION OF PLANT MATERIALS FOR 20' BUFFER YARD LOCATION:LENGTH: 737.75' TYPE: 23 - 20% = 19 REQUIRED CANOPY TREES: EXISTING TREE CREDIT: PROVIDED CANOPY TREES: REQUIRED ACCENT TREES: PROVIDED ACCENT TREES: REQUIRED SHRUBS: 8 11 PROVIDED SHRUBS: 24 7220' BUFFER YARD DEPTH: 30 - 20% = 24 89 - 20% = 72 E. KIRKWOOD BLVD. / E. HIGHLAND ST. BUFFER YARD C - ROW (20% REDUCTION OF PLANT MATERIALS FOR 20' BUFFER YARD 1,158.75' 35 - 20% = 28 60 0 5 11220'46 - 20% = 37 140 - 20% = 112 BUFFER YARD C - ROW (20% REDUCTION OF PLANT MATERIALS FOR 20' BUFFER YARD 632.66' 19 - 20% = 16 29 0 8 6120'26 - 20% = 21 76 - 20% = 61GRACE LANE SOUTH 11'-6"968.75'BUFFER YARD A 4 6 20 78782010 INTERIOR LANDSCAPE REQUIREMENTS PERCENT OF AREA IN FRONT OR SIDE 75% FRONT / SIDE = 138 REMAINDER = 46 TOTAL = 184 CANOPY TREES: 1,839 SF91,950 LANDSCAPE AREA PROVIDED 75%1,839 SF91,950 INTERIOR LANDSCAPE CALCULATIONS: ·INTERIOR LANDSCAPE 50% OF THE FIRST FLOOR OR LARGEST FLOOR OF ALL BUILDINGS ·EFFECTIVE FLOOR AREA: ·REQUIRED LANDSCAPE AREA: 183,900 SF * 50% = 91,950 SF CITY OF SOUTHLAKE REQUIREMENTS: ·CANOPY TREE:1 / 500 SF ·UNDERSTORY / ACCENT TREE:1 / 250 SF ·SHRUBS:1 / 40 SF ·GROUND COVER:15% OF REQUIRED AREA ·SEASONAL COLOR:2% OF REQUIRED AREA REQUIRED ACCENT TREES:SHRUBS:GROUND COVER: SEASONAL COLOR: FRONT / SIDE = 276 REMAINDER = 92 TOTAL = 368 FRONT / SIDE = 1,724 REMAINDER = 575 TOTAL = 2,299 FRONT / SIDE = 138 REMAINDER = 46 TOTAL = 184 FRONT / SIDE = 276 REMAINDER = 92 TOTAL = 368 FRONT / SIDE = 1,724 REMAINDER = 575 TOTAL = 2,299 13,792 SF 13,792 SF XXX XXXXXXX 15' SANITARYSEWER EASEMENTDOC. NO. D210240591O.P.R.T.C.T.15' SANITARYSEWER EASEMENTDOC. NO. D210240591O.P.R.T.C.T.20' SANITARYSEWER EASEMENTCAB. A, SLIDE 10163O.P.R.T.C.T.D655 6506 5 0 6 4 5 6556 5 0 650665665 655650 6356 5 0 655 6 4 6 655650650640 650 645650655 650 645 650 635640 655655 655 665660 651 652 653654656657658659666667663664659658657656654653652 639 638637636641642643644646647648 649648656 657 658 659 660 661 662 663664 665 660665 661662 665663664660661662660FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FEC UPUNIT A G-101 ELEV A T OR TRAS H G-107 HOUSE K E EPIN G G-109STAIR - 1G1-1IT/EL E C G-110 ELEC T RI C A L G-112 FIRE RISER G-113VESTIBULEG-105A STOR. G-108 BOHCOR RI D O R G-111 PRIV A T E GARA GE 01 G-123 PRIV AT E GARA G E 0 2 G-122PRIV AT E GARA G E 03 G-121 PRIV A T E GARA G E 04 G-120 PRIV AT E GARA G E 05G-119PRIV A T E GARA G E 0 6 G-118 PRIV AT E GARA G E 07G-117PRIV AT E GARA GE 09G-115PRIV A T E GARA G E 08 G-114 FHA ACC ESIBLE PRIV A T E GARA G E 10 G-116 UNIT B G-102STO R A GE G-124 MECHG-106FEC UP UNIT AG-101 ELEVATORTRASHG-107HOUSEKEEPINGG-109 STAIR - 1G1-1 IT/ELECG-110ELECTRICALG-112 FIRE RISERG-113 VESTIBULEG-105A STOR.G-108BOHCORRIDORG-111 PRIVATEGARAGE 01G-123 PRIVATEGARAGE 02G-122 PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120 PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118 PRIVATEGARAGE 07G-117 PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116 UNIT BG-102 STORAGEG-124 MECHG-106VANVANVANEAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E | || | | || || || || || || || || |NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING| || || || | | | | | | | | || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || |CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTPROPERTY LINER.O.W. TAKELEGENDOPEN SPACEOPEN SPACE PLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 27, 2026 - 8:52am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.08_OPEN SPACE PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.08©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SCALE: 1" = 50'02550100OPEN SPACE CALCULATIONSSQ. FOOTAGE782,10017.95ACREAGETOTAL SITE AREASITE DATAPROVIDED (SF)37.4%11.5%REQUIRED (SF)OPEN SPACE292,39089,607 XXX XXXXXXX 654 DFECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116UNIT BG-102STORAGEG-124MECHG-106FEC UPUNIT A G-101 ELEV A T OR TRAS H G-107 HOUSE K E EPIN G G-109STAIR - 1G1-1IT/EL E C G-110 ELEC T RI C A L G-112 FIRE RISERG-113 VESTI B U L E G-105A STOR. G-108 BOHCOR RI D O R G-111 PRIV A T E GARA GE 01G-123PRIVATEGARA G E 0 2 G-122PRIV AT E GARA G E 03 G-121 PRIV A T E GARA GE 04 G-120 PRIV AT E GARA G E 05G-119PRIV A T E GARA G E 0 6 G-118 PRIV AT E GARA G E 07 G-117 PRIV AT E GARA G E 09 G-115PRIV A T E GARA G E 0 8 G-114 FHA ACCE SI B L E PRIV A T E GARA G E 10 G-116 UNIT B G-102 STOR A G E G-124 MECHG-106FEC UP UNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109 STAIR - 1G1-1 IT/ELECG-110ELECTRICALG-112 FIRE RISERG-113 VESTIBULEG-105A STOR.G-108BOHCORRIDORG-111 PRIVATEGARAGE 01G-123 PRIVATEGARAGE 02G-122 PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120 PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117 PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116 UNIT BG-102 STORAGEG-124 MECHG-106 EAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E | || | | || || || || || || || || || || || || | | | | | | | | || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || |CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTPEDESTRIAN ACCESS LEGENDPROPOSED 5' FT PEDESTRIAN WALKWAYPEDESTRIAN ACCESSPLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 27, 2026 - 8:50am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.09_PEDESTRIAN ACCESS PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.09©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SCALE: 1" = 50'02550100PROPOSED 6' FT PEDESTRIAN WALKWAYPROPOSED 4' FT PEDESTRIAN WALKWAYPROPOSED 12' FT PEDESTRIAN WALKWAY PROXIMITY SLOPEEXHIBITSNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Sep 21, 2026 - 10:31am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.10_PROXIMITY SLOPE EXHIBITS.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.10©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026 XXXXXXXXXX654D 3531 3532 3857 3858 3859 3860 3861 3862 3863 386438653866 3867 3868 3869 3870 3871 3872 3873 3874 3875 38763877 3878 3879 3880 3882 3883 3884 3885 3886 3887 3888 3889 3890 3891 3892 3893 3894 3895 3896 3897 3898 3899 3900 3901 3902 3903 3904 4651 4652 4653 4654 4655 4656 4657 46584659 4660 4661 4662 4663 4664 4665 4666 4667 4668 46694670 4671 4672 4673 4674 4675 4676 4677 4678 4679 4680 4681 4683 4685 4686 4687 4688 4689 4690 4691 4692 4693 4694 46954696 4697 46984699 4700 4701 4702 4703 4704 4705 4706 4707 4708 4709 4710 4711 4712 4713 4714 4715 4716 4717 4718 4719 4720 4721 4722 4723 4724 4725 4726 4727 4728 4729 4730 4731 4732 4733 4734 4735 47364737 4738 4739 4740 4741 4742 47434744 4745 4746 4747 4748 4749 4750 4951 4952 49534954 4955 4956 4957 4958 49594960 4961 4962 4963 4964 4965 4966 4967 4968 4969 4970 4971 4972 4973 49744975 4976 4977 4978 4979 4980 4981 4982 4983 4984 4985 4986 4987498849894990 4991 4992 4993 4994 4995 49964997 4998 4999 5000 8921 8922 8801 8802 8803 8804 8805 8806 8807 8808 8809 8810 8811 8812 8813 88148815 88168817 8818 8819 8820 8821 88228823 8824 8825 8826 8827 8828 88298830 8831 8832 8833 88348835 8836 8837 8838 8839 8840 8841 8842 8843 8844 88458846 8847 8848 8849 8850 8901 8902 8903 8906 8907 8908 8909 8910 8911 8912 8913 8914 8915 8916 8917 8918 8919 8920 8923 8924 8925 8926 8927 8928 8929 8930 8931 8932 8933 8934 8935 8936 89378938 8939 8940 8941 8942 89438944 8945 8946 8947 8948 8949 8950 8951 89528953 8954 8956 8957 8958 8959 89608961 89628963 8964 8965 8966 8967 8968 8970 8971 8972 8973 8974 8975 8976 8977 8978 8979 8980 8981 8982 8983 8984 8985 8986 89878988 89898990 8991 8992 8993 8994 8995 8996 8997 8998 8999 9000 8969 8955 4682 FE C U P UN I T AG-101EL E V A T O R TR A S HG-107HO U S E K E E P I N G G- 1 0 9 ST A I R - 1 G1 - 1 IT / E L E C G- 1 1 0 EL E C T R I C A L G- 1 1 2 FI R E R I S E R G- 1 1 3 VE S T I B U L E G- 1 0 5 A ST O R .G-108BO H CO R R I D O R G- 1 1 1 PR I V A T E GA R A G E 0 1 G- 1 2 3 PR I V A T E GA R A G E 0 2 G- 1 2 2 PR I V A T E GA R A G E 0 3 G- 1 2 1 PRIVATEGA R A G E 0 4 G- 1 2 0 PR I V A T E GA R A G E 0 5G-119PR I V A T E GA R A G E 0 6G-118PR I V A T E GA R A G E 0 7 G - 1 1 7 PR I V A T E GA R A G E 0 9G-115PR I V A T E GA R A G E 0 8G-114FHAAC C E S I B L E PR I V A T E GA R A G E 1 0 G- 1 1 6 C A N O P Y A B O V E IN T E R I O R G Y P F I N I S H AT S T A I R W E L L , T Y P A D D A L T - BU I L T - I N S H E L V E S AD D A L T - B U I L T - I N SH E L V E S AD D A L T - BU I L T - I N SH E L V E S AD D A L T - B U I L T - I N SH E L V E S AD D A L T - BU I L T - I N SH E L V E S AD D A L T -BUILT-INSH E L V E S AD D A L T - BU I L T - I N SH E L V E S AD D A L T - BU I L T - I N SH E L V E S AD D A L T - BU I L T - I N SH E L V E S TR A S H UN I T B G- 1 0 2 M O P S I N K 1 2 4 LI N E O F BU I L D I N GABOVEA3 BU I L D I N G AB O V E ALIGNALIGNALIGNAL I G N ALIGNALIGNAL I G N AL I G N AL I G NALIGNST O R E F R O N T D O O R S Y S T E M ST O R E F R O N T SY S T E M ST O R A G E G- 1 2 4 M E C H G- 1 0 6 FI R E E X T I N G U I S H E R C A B I N E T BO D : J L I N D U S T R I E S - E M B A S S Y S E R I E S - TR I M L E S S F I R E E X T I N G U I S H E R ST O N E T O M A T C H EX T E R I O R F I N I S H O V E R W K 4 W A L L 1515 AD D A L T - BU I L T - I N SH E L V E S F E C UPU N I T A G- 1 0 1 EL E V A T O R TR A S H G- 1 0 7 H O U S E K E E P I N G G- 1 0 9 ST A I R - 1 G1 - 1 IT/ E L E CG-110 EL E C T R I C A LG-112 FI R E R I S E R G- 1 1 3 VE S T I B U L E G- 1 0 5 A ST O R . G- 1 0 8 B O H C O R R I D O R G- 1 1 1 P R I V A T E G A R A G E 0 1G-123 PR I V A T E G A R A G E 0 2G-122 P R I V A T E G A R A G E 0 3 G- 1 2 1 PR I V A T E G A R A G E 0 4G-120 P R I V A T E G A R A G E 0 5 G- 1 1 9 PR I V A T E G A R A G E 0 6G-118 P R I V A T E G A R A G E 0 7 G- 1 1 7 P R I V A T E G A R A G E 0 9 G- 1 1 5 PRIVATEG A R A G E 0 8 G- 1 1 4 FH A AC C E S I B L E PR I V A T E G A R A G E 1 0G-116 C A N O P Y A BO V E IN T E R I O R G Y P F I N I S H AT S T A I RW E L L , T Y P A D D A L T - B U I L T - I N SH E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S A D D A L T - B U I L T - I N S H E L V E S TRASH U N I T B G- 1 0 2 MO P S I N K 1 2 4LINE O F B U I L D IN G A B O V E A3 B U I L D I N G A B O V E ALIG N ALIG N ALIG N AL I G N ALIG N AL I G N AL I G N AL I G N AL I G N AL I G N S T O R E FR O N T DO OR S Y S T EM STO R E F RO N T S Y S T E M ST O R A G E G- 1 2 4 M E C HG-106 FI R E E X T I N G U I S H E R C A B I N E T B O D : J L I N D U S T R I E S - E M B A S S Y S E R I E S - TR I M L E S S F I R E E X T I N G U I S H E R STO N E T O M A T C H E X T E R I O R F I N I SH O V E R WK 4 W A L L 15 15A D D A L T - B U I L T - I N S H E L V E S FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116CANOPY ABOVEINTERIOR GYP FINISHAT STAIRWELL, TYPADD ALT -BUILT-IN SHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESTRASHUNIT BG-102MOP SINK124LINE OFBUILDINGABOVEA3BUILDINGABOVEALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNSTOREFRONT DOORSYSTEMSTOREFRONTSYSTEMSTORAGEG-124MECHG-106FIRE EXTINGUISHER CABINETBOD: JL INDUSTRIES - EMBASSY SERIES -TRIMLESS FIRE EXTINGUISHERSTONE TO MATCHEXTERIOR FINISH OVERWK4 WALL1515ADD ALT -BUILT-INSHELVESFECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116CANOPY ABOVEINTERIOR GYP FINISHAT STAIRWELL, TYPADD ALT -BUILT-IN SHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESTRASHUNIT BG-102MOP SINK124LINE OFBUILDINGABOVEA3BUILDINGABOVEALIGNALIGN ALIGN ALIGNALIGN ALIGNALIGNALIGNALIGNALIGNSTOREFRONT DOORSYSTEMSTOREFRONTSYSTEMSTORAGEG-124MECHG-106FIRE EXTINGUISHER CABINETBOD: JL INDUSTRIES - EMBASSY SERIES -TRIMLESS FIRE EXTINGUISHERSTONE TO MATCHEXTERIOR FINISH OVERWK4 WALL1515ADD ALT -BUILT-INSHELVESE A S T K I R K W O O D B L V D .GRACE LANENORTH CARROLL AVENUE| || || || || || || || || || || || || || | | | | || || || || || || | | | | | | || || || || | | | | | | | | | | | | || || || || || || || || || || || || || || || || || || || || | | | | | | | | | | || || || || | | | | | | | | | | || || || || | | | | | | | | | | | | | | | | | | || || || | | | | | | | CONCEPTUAL ONLY NOT A PART OF THIS ZONING REQUEST PROPOSED ABOVE GROUND DETENTION, REFER TO CIVIL PLANS PROPOSED BELOW GROUND DETENTION, REFER TO CIVIL PLANS PROPOSED ABOVE GROUND DETENTION, REFER TO CIVIL PLANS EXISTING TREE TO REMAIN TREE CONSERVATION LEGEND EXISTING TREE TO BE REMOVED EXISTING TREE CANOPY PROJECT SUMMARY TREE CONSERVATION PLAN NOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:06am Slater Last Save: Sep 21, 2026 - 10:59am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.11_TREE CONSERVATION PLAN.dwgTOUCHMARK SOUTHLAKE SOUTHLAKE, TEXAS Issued: Issued: Revisions: Sheet Title: Sheet No: Planning Landscape Architecture Urban Design 3301 Elm Street, Suite 100 Dallas, Texas 75226 Tel. 214-871-7900 L1.11 ©2024 TALLEY ASSOCIATES Issued: Issued:SITE PLAN SUBMITTAL Date:SEPTEMBER 21, 2026 Checked By:CT Drawn By:JS, BG, BM, RB Project No. 25046 HKS Architect 350 N. Saint Paul St., #100 Dallas, Texas 75201 Tel. 469-484-6516 KIMLEY HORN Civil Engineering 13455 Noel Road, Two Galleria Office Tower Suite 700 Dallas, Texas 75240 Tel. 972-8770-1300 SITE PLAN SUBMITTAL Sage Group, Inc. Planning Consultant 550 Silicon Drive, Suite 100 Southlake, Texas 76092 Tel. 817-424-2626 CITY CASE NO. ZA26-0052 Touchmark, LLC 350 South Hardin Blvd. McKinney, TX 75072 APPLICANT Carroll ISD 2400 N. Carroll Southlake, TX 76092 OWNERS Gateway Church 500 S. Nolan Dr., Suite 300 Southlake, TX 76092 City of Southlake 1400 Main St., Suite 400 Southlake, TX 76092 CONSULTANTS THIS DOCUMENT MAY NOT BE USED FOR PERMITTING, OR CONSTRUCTION. COY B. TALLEY TEXAS LIC. NO. 1607 09/21/2026 EXISTING TREE CANOPY TO BE REMOVED SCALE: 1" = 50' 0 25 50 100 PROPOSED TREE CANOPY SUMMARY ·Preserving 55% of the Existing Tree Coverage ·1,200 new trees, appx. 4,000 caliper inches added ·Preserved Caliper Inches of existing trees - 1,810 ·After 20 years 50% more tree canopy coverage Date:SEPTEMBER 21, 2026 N.T.S.1 TREES TO REMAIN N.T.S.2 TREES TO BE REMOVED TREE CONSERVATION TABULATIONS NOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:07am Slater Last Save: Aug 24, 2026 - 9:52am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.12_TREE CONSERVATION TABULATIONS.dwgTOUCHMARK SOUTHLAKE SOUTHLAKE, TEXAS Issued: Issued: Revisions: Sheet Title: Sheet No: Planning Landscape Architecture Urban Design 3301 Elm Street, Suite 100 Dallas, Texas 75226 Tel. 214-871-7900 L1.12 ©2024 TALLEY ASSOCIATES Issued: Issued:SITE PLAN SUBMITTAL Date:SEPTEMBER 21, 2026 Checked By:CT Drawn By:JS, BG, BM, RB Project No. 25046 HKS Architect 350 N. Saint Paul St., #100 Dallas, Texas 75201 Tel. 469-484-6516 KIMLEY HORN Civil Engineering 13455 Noel Road, Two Galleria Office Tower Suite 700 Dallas, Texas 75240 Tel. 972-8770-1300 SITE PLAN SUBMITTAL Sage Group, Inc. Planning Consultant 550 Silicon Drive, Suite 100 Southlake, Texas 76092 Tel. 817-424-2626 CITY CASE NO. ZA26-0052 Touchmark, LLC 350 South Hardin Blvd. McKinney, TX 75072 APPLICANT Carroll ISD 2400 N. Carroll Southlake, TX 76092 OWNERS Gateway Church 500 S. Nolan Dr., Suite 300 Southlake, TX 76092 City of Southlake 1400 Main St., Suite 400 Southlake, TX 76092 CONSULTANTS THIS DOCUMENT MAY NOT BE USED FOR PERMITTING, OR CONSTRUCTION. COY B. TALLEY TEXAS LIC. NO. 1607 09/21/2026 XXX XXXXXXX ELEC.VAULTELEC.VAULTTRANS.TRANS.WATER EASEMENTDOC. NO. D222086677O.P.R.T.C.T.20' PEDESTRIANACCESS EASEMENTDOC. NO. D222086677O.P.R.T.C.T.10' PEDESTRIANACCESS EASEMENTDOC. NO. D222086677O.P.R.T.C.T.15' DRAINAGE &UTILITY EASEMENTCAB. A, PG. 1345O.P.R.T.C.T.VARIABLE WIDTHDRAINAGE EASEMENTDOC. NO. D217200096O.P.R.T.C.T.LESSEE'S 15'ACCESS EASEMENTDOC. NO. D217061233O.P.R.T.C.T.94' PROPOSEDRIGHT-OF-WAY PER CITYOF SOUTHLAKE MASTERTHOROUGHFARE PLANDATED MARCH 1997 ANDAMENDED JANUARY 2002DOC.NO. D207083672O.P.R.T.C.T.D655 6506 5 0 6 4 5 6556 5 0 650665665 655650 6356 5 0 655 6 4 6 655650650640 650 645650655 650 645 650 635640 655655 655 665660 651 652 653654656657658659666667663664659658657656654653652 639 638637636641642643644646647648 649648656 657 658 659 660 661 662 663664 665 660665 661662 665663664660661662660FECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116CANOPY ABOVEINTERIOR GYP FINISHAT STAIRWELL, TYPADD ALT -BUILT-IN SHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESTRASHUNIT BG-102MOP SINK124LINE OFBUILDINGABOVEA3BUILDINGABOVEALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNSTOREFRONT DOORSYSTEMSTOREFRONTSYSTEMSTORAGEG-124MECHG-106FIRE EXTINGUISHER CABINETBOD: JL INDUSTRIES - EMBASSY SERIES -TRIMLESS FIRE EXTINGUISHERSTONE TO MATCHEXTERIOR FINISH OVERWK4 WALL1515ADD ALT -BUILT-INSHELVESFECUPUNIT AG-101ELEVATORTRASHG-107HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113VESTIBULEG-105ASTOR.G-108BOHCORRIDORG-111PRIVATEGARAGE 01G-123PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117PRIVATEGARAGE 09G-115PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116CANOPY ABOVEINTERIOR GYP FINISHAT STAIRWELL, TYPADD ALT -BUILT-IN SHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVESTRASHUNIT BG-102MOP SINK124LINE OFBUILDINGABOVEA3BUILDINGABOVEALIGN ALIGN AL I G NALIGN AL I G NALIGN ALIGNALIGNALIGNALIGNSTOREFRONT DOORSYSTEMSTOREFRONTSYSTEMSTORAGEG-124MECHG-106FIRE EXTINGUISHER CABINETBOD: JL INDUSTRIES - EMBASSY SERIES -TRIMLESS FIRE EXTINGUISHERSTONE TO MATCHEXTERIOR FINISH OVERWK4 WALL1515ADD ALT -BUILT-INSHELVESFEC UPUNIT A G-101 ELEV A T OR TRAS H G-107 HOUSE K E EPIN G G-109STAI R - 1 G1-1IT/EL E C G-110 ELEC T RI C A L G-112 FIRE RI S E R G-113 VESTI B U L E G-105A STOR. G-108 BOH CORRI D OR G-111 PRIV AT E GARA G E 01 G-123PRIVATEGARA G E 02G-122PRIV AT E GARA G E 0 3 G-121 PRIV AT E GARA GE 04G-120PRIV A T E GARA G E 05 G-119 PRIV AT E GARA G E 06G-118PRIV A T E GARA G E 07 G-117 PRIV AT E GARA G E 09 G-115 PRIV AT E GARA G E 0 8 G-114FHA ACCE SI B L E PRIV A T E GARA G E 10 G-116 CAN O P Y A B O V E INTERI O R G Y P FI NI S H AT S T AI R WE LL, T Y P ADD ALT - BUIL T-I N S H E L V E S ADD ALT - BUIL T-I N SHELV E S ADD A L T - BUIL T-I N SHELV E S ADD ALT - BUIL T-I N SHEL V E S ADD A L T - BUIL T-I N SHEL V E S ADD ALT - BUIL T-I N SHELV E S ADD ALT - BUIL T-I N SHEL V E S ADD A L T - BUIL T-I N SHELV E S ADD ALT - BUIL T-I N SHELV E S TRAS H UNIT B G-102 MOP SINK12 4LINE OF BUIL DI N G ABOV EA3BUIL DI N G ABO V E ALIGNALIGNALIGNALIG NALIGN ALIGNALIGNALIG N ALIG N ALIG N STOR E F R O N T D O O R SYST E M STOR E F R O N T SYST E M STOR A G E G-124MECHG-106FIRE EXTIN G UISH E R CABIN ET BOD: JL I ND U S T RIES - E MBAS S Y S E RIES - TRIM L E S S FI RE EXTIN G UIS H E R STON E T O M A T C H EXTE RI O R FI NI S H O V E R WK4 W A L L 1515ADD A L T - BUIL T-I N SHELV E S FECUP UNIT AG-101ELEVATOR TRASHG-107 HOUSEKEEPINGG-109STAIR - 1G1-1IT/ELECG-110ELECTRICALG-112FIRE RISERG-113 VESTIBULEG-105A STOR.G-108 BOHCORRIDORG-111 PRIVATEGARAGE 01G-123 PRIVATEGARAGE 02G-122PRIVATEGARAGE 03G-121 PRIVATEGARAGE 04G-120PRIVATEGARAGE 05G-119 PRIVATEGARAGE 06G-118PRIVATEGARAGE 07G-117 PRIVATEGARAGE 09G-115 PRIVATEGARAGE 08G-114FHAACCESIBLEPRIVATEGARAGE 10G-116 CANOPY ABOVE INTERIOR GYP FINISHAT STAIRWELL, TYP ADD ALT -BUILT-IN SHELVES ADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVES ADD ALT -BUILT-INSHELVESADD ALT -BUILT-INSHELVES ADD ALT -BUILT-INSHELVES ADD ALT -BUILT-INSHELVES ADD ALT -BUILT-INSHELVES ADD ALT -BUILT-INSHELVESTRASH UNIT BG-102MOP SINK124LINE OFBUILDINGABOVEA3 BUILDINGABOVE AL I G NALIGN AL I G NALIGN AL I G NALIGNALIGN ALIGNALIGNALIGNSTOREFRONT DOORSYSTEM STOREFRONTSYSTEM STORAGEG-124MECHG-106FIRE EXTINGUISHER CABINETBOD: JL INDUSTRIES - EMBASSY SERIES - TRIMLESS FIRE EXTINGUISHER STONE TO MATCHEXTERIOR FINISH OVERWK4 WALL 1515ADD ALT -BUILT-INSHELVESVAN VANVANEAST KIRKWOOD BLVD.G R A C E L A N E N O R T H C A R R O L L A V E N U E | || | | || || || || || || || || |NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING| || || || | | | | | | | | || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || || |CONCEPTUAL ONLYNOT A PART OF THISZONING REQUESTSTREET LIGHTSTERNBERG - DOUBLE ARMHEIGHT: 20'-0"LANDSCAPE LEGENDLIGHTING PLANNOT FOR CONSTRUCTION Plot: Sep 21, 2026 - 11:06am Slater Last Save: Aug 27, 2026 - 8:51am File: X:\caddPC\25046.00 Touchmark Southlake Site Plan\0.1 Schematic Design\SITE PLAN SUBMITTAL\L1.13_LIGHTING PLAN.dwg TOUCHMARKSOUTHLAKESOUTHLAKE, TEXASIssued:Issued:Revisions:Sheet Title:Sheet No:PlanningLandscape ArchitectureUrban Design3301 Elm Street, Suite 100Dallas, Texas 75226Tel. 214-871-7900L1.13©2024 TALLEY ASSOCIATESIssued:Issued:SITE PLAN SUBMITTALDate:SEPTEMBER 21, 2026Checked By:CTDrawn By:JS, BG, BM, RBProject No. 25046HKSArchitect350 N. Saint Paul St., #100Dallas, Texas 75201Tel. 469-484-6516KIMLEY HORNCivil Engineering13455 Noel Road, Two Galleria Office TowerSuite 700Dallas, Texas 75240Tel. 972-8770-1300SITE PLANSUBMITTALSage Group, Inc.Planning Consultant550 Silicon Drive, Suite 100Southlake, Texas 76092Tel. 817-424-2626CITY CASE NO. ZA26-0052Touchmark, LLC350 South Hardin Blvd.McKinney, TX 75072APPLICANTCarroll ISD2400 N. CarrollSouthlake, TX 76092OWNERSGateway Church500 S. Nolan Dr., Suite 300Southlake, TX 76092City of Southlake1400 Main St., Suite 400Southlake, TX 76092CONSULTANTSTHIS DOCUMENT MAY NOTBE USED FOR PERMITTING,OR CONSTRUCTION.COY B. TALLEYTEXAS LIC. NO. 160709/21/2026SCALE: 1" = 50'02550100BOLLARD PATH LIGHTBEGA - 84671HEIGHT: 16" WD-01 STU-01STU-02STU-01 MTL-01STN-01STU-01STU-02STU-01 MTL-01 T-01T-01 Mechanical Screening STN-02 0 5 10 20 FT6 STORIES86' - 3" MAX. BLDG. HEIGHT10' - 0"647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION6 STORIES73' - 3" BLDG. HEIGHTMAX. BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF. STU-02 STU-01 MTL-01STN-01STU-01 T-01T-01 STU-01 Elevator Overrun Screening STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 6 STORIES84' - 3" BLDG. HEIGHT10' - 0"5 STORIES69' - 0" BLDG. HEIGHT10' - 0"STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:19 AM23.0.4Z0.00 THE CLUBHOUSE ELEVATIONS 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1" = 20'-0"1 C - Southwest Elevation 1" = 20'-0"2 C - West Elevation 1: The Clubhouse - Southwest Elevation Percentage of Exterior Materials Masonry: 85.8% (60.0% Stucco/25.8% Stone Veneer) Metal: 12.2% Wood: 2.0% 2: The Clubhouse - West Elevation Percentage of Exterior Materials Masonry: 95.3% (61.1% Stucco/34.2% Stone Veneer) Metal: 4.7% Wood: 0.0% NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 86' - 3" (SEE SHEET Z0.14 AND Z0.13 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE CLUBHOUSE BUILDING: 362,900 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 STU-02 STN-01STU-01 T-01 Elevator Overrun Screening Beyond STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION5 STORIES69' - 0" BLDG. HEIGHT6 STORIES84' - 3" BLDG. HEIGHT10' - 0"STU-01STN-01 STU-02 T-01Elevator Overrun Screening WD-01 STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 5 STORIES69' - 0" BLDG. HEIGHT6 STORIES84' - 3" BLDG. HEIGHT10' - 0"STU-01STU-02 STN-01T-01STU-02 STU-01 STU-02STU-01 STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 5 STORIES69' - 0" BLDG. HEIGHTI N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:20 AM23.0.4Z0.01 THE CLUBHOUSE ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: The Clubhouse - North Elevation Percentage of Exterior Materials Masonry: 98.6% (44.6% Stucco/54.0% Stone Veneer) Metal: 1.4% Wood: 0.0% 2: The Clubhouse - East Elevation Percentage of Exterior Materials Masonry: 93.7% (46.4% Stucco/47.3% Stone Veneer) Metal: 6.0% Wood: 0.3% 3: The Clubhouse - West Elevation Percentage of Exterior Materials Masonry: 90.0% (79.6% Stucco/10.4% Stone Veneer) Metal: 10.0% Wood: 0.0% 1" = 20'-0"1 C - North Elevation 1" = 20'-0"2 C - East Elevation 1" = 20'-0"3 C - West Elevation NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 86' - 3" (SEE SHEET Z0.14 AND Z0.13 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE CLUBHOUSE BUILDING: 362,900 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 WD-01 STU-01MTL-01STN-01 STU-01STU-01 MTL-01 T-01T-01 Mechanical Screening STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 10' - 0"6 STORIES86' - 3" MAX. BLDG. HEIGHT6 STORIES73' - 3" BLDG. HEIGHTWD-01 STU-02STU-01STU-01STU-02 STU-01 T-01T-01 STU-02 STU-02 STN-01 Elevator Overrun Screening STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 6 STORIES84' - 3" BLDG. HEIGHT10' - 0"5 STORIES69' - 0" BLDG. HEIGHTI N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:20 AM23.0.4Z0.02 THE CLUBHOUSE ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: The Clubhouse - Northeast Elevation Percentage of Exterior Materials Masonry: 86.8% (46.3% Stucco/40.5% Stone Veneer) Metal: 11.3% Wood: 1.9% 2: The Clubhouse - North Elevation Percentage of Exterior Materials Masonry: 94.4% (54.4% Stucco/42.0% Stone Veneer) Metal: 2.1% Wood: 1.5% 1" = 20'-0"1 C - Northeast Elevation 1" = 20'-0"2 C - North Elevation NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 86' - 3" (SEE SHEET Z0.14 AND Z0.13 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE CLUBHOUSE BUILDING: 362,900 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 STU-01STU-02 STN-01STU-01T-01 Elevator Overrun Screening Beyond STU-02 STU-01STU-02STU-01 STN-02 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 5 STORIES69' - 0" BLDG. HEIGHT6 STORIES84' - 3" BLDG. HEIGHT10' - 0"STU-01STN--01 STU-02 STU-01MTL-01 T-01MTL-01 STU-02 WD-01T-01STU-02 STU-01Elevator Overrun Screening 0 5 10 20 FT 647.00' ELEVATION: LOWEST GRADE TAKEN IN ACCORDANCE TO POINT #2 ON THE BUILDING HEIGHT DEFINITION. 657.00' ELEVATION 5 STORIES69' - 0" BLDG. HEIGHT10' - 0"6 STORIES84' - 3" BLDG. HEIGHTI N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:20 AM23.0.4Z0.03 THE CLUBHOUSE ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: The Clubhouse - East Elevation Percentage of Exterior Materials Masonry: 93.1% (72.7% Stucco/20.4% Stone Veneer) Metal: 6.9% Wood: 0.0% 2: The Clubhouse - South Elevation Percentage of Exterior Materials Masonry: 91.7% (69.0% Stucco/22.7% Stone Veneer) Metal: 7.1% Wood: 1.2% Total Clubhouse Percentage of Exterior Materials Masonry: 91.8% (57.4% Stucco/34.4% Stone Veneer) Metal: 7.0% Wood: 1.2% 1" = 20'-0"1 C - East Elevation 1" = 20'-0"4 C - South Elevation NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 86' - 3" (SEE SHEET Z0.14 AND Z0.13 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE CLUBHOUSE BUILDING: 362,900 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 WD-01 STU-02T-01STU-02 WD-01 0 5 10 20 FT4 STORIES68' - 3" MAX. BLDG. HEIGHTMAX. BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF. WD-01STU-01 STN-01 T-01 STU-02STN-02 0 5 10 20 FT4 STORIES58' - 8" BLDG. HEIGHT1 STORY17' - 6" BLDG. HEIGHTWD-01STU-02 STN-01STU-01 STU-02 T-01 0 5 10 20 FT4 STORIES58' - 8" BLDG. HEIGHT2 STORIES29' - 6" BLDG. HEIGHTI N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:20 AM23.0.4Z0.04 THE TERRACE ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: The Terrace - East Elevation Percentage of Exterior Materials Masonry: 92.9% (85.1% Stucco/7.8% Stone Veneer) Metal: 2.1% Wood: 5.0% 2: The Terrace - South Elevation Percentage of Exterior Materials Masonry: 94.8% (82.7% Stucco/12.1% Stone Veneer) Metal: 3.2% Wood: 2.0% 3: The Terrace - Northeast Elevation Percentage of Exterior Materials Masonry: 95.9% (53.4% Stucco/42.5% Stone Veneer) Metal: 1.7% Wood: 2.4% 1" = 20'-0"1 T - East Elevation 1" = 20'-0"2 T - South Elevation 1" = 20'-0"3 T - Northeast Elevation NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 68' - 3" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE TERRACE BUILDING: 124,100 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: MEMORY SUPPORT AND ASSISTED LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 WD-01 STN-01STU-02STU-01MTL-01 T-01STN-01STU-02 Mechanical Screening STN-02 0 5 10 20 FT4 STORIES68' - 3" MAX. BLDG. HEIGHT3 STORIES46' - 9" BLDG. HEIGHT1 STORY17' - 6" BLDG. HEIGHTMAX. BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF. WD-01 STU-01STU-02 MTL-01STN-01 T-01 STU-02STN-02 0 5 10 20 FT 4 STORIES58' - 8" BLDG. HEIGHT1 STORY17' - 6" BLDG. HEIGHTSTU-02 STU-01STN-01 STN-02 0 5 10 20 FT4 STORIES58' - 8" BLDG. HEIGHTI N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:21 AM23.0.4Z0.05 THE TERRACE ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: The Terrace - Northwest Elevation Percentage of Exterior Materials Masonry: 88.9% (45.9% Stucco/43.0% Stone Veneer) Metal: 7.7% Wood: 3.4% 2: The Terrace - North Elevation Percentage of Exterior Materials Masonry: 95.4% (68.7% Stucco/26.7% Stone Veneer) Metal: 3.6% Wood: 1.0% 2: The Terrace - West Elevation Percentage of Exterior Materials Masonry: 100.0% (74.7% Stucco/25.3% Stone Veneer) Metal: 0.0% Wood: 0.0% 1" = 20'-0"1 T - Northwest Elevation 1" = 20'-0"2 T - North Elevation 1" = 20'-0"3 T - West Elevation NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 68' - 3" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE TERRACE BUILDING: 124,100 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: MEMORY SUPPORT AND ASSISTED LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 STU-02 STU-01STN-01 STU-02 STU-01MTL-01T-01 Mechanical ScreeningWD-01 STN-02 0 5 10 20 FT 4 STORIES68' - 3" MAX. BLDG. HEIGHT4 STORIES58' - 8" BLDG. HEIGHT3 STORIES46' - 9" BLDG. HEIGHT1 STORY17' - 6" BLDG. HEIGHTMAX. BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF. WD-01 STU-01STU-01 MTL-01STN-01 T-01STU-02Mechanical Screening Beyond STN-02 0 5 10 20 FT4 STORIES68' - 3" MAX. BLDG. HEIGHTMAX. BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF.3 STORIES46' - 9" BLDG. HEIGHT4 STORIES58' - 8" BLDG. HEIGHT2 STORIES29' - 6" BLDG. HEIGHTI N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:21 AM23.0.4Z0.06 THE TERRACE ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: The Terrace - Southeast Elevation Percentage of Exterior Materials Masonry: 93.5% (60.5% Stucco/33.0% Stone Veneer) Metal: 2.3% Wood: 4.2% 2: The Terrace - Southwest Elevation Percentage of Exterior Materials Masonry: 94.7% (61.7% Stucco/33.0% Stone Veneer) Metal: 3.8% Wood: 1.5% Total Terrace Percentage of Exterior Materials Masonry: 93.8% (63.5% Stucco/30.3% Stone Veneer) Metal: 3.6% Wood: 2.6% 1" = 20'-0"1 T - Southeast Elevation 1" = 20'-0"2 T - Southwest Elevation NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 68' - 3" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR THE TERRACE BUILDING: 124,100 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: MEMORY SUPPORT AND ASSISTED LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 1 STORY17' - 8" MAX. BLDG. HEIGHTWD-01STN-01 STU-02STU-01 T-01 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF.1 STORY17' - 8" MAX. BLDG. HEIGHTWD-01STN-01STU-02 STU-01T-01 STN-02 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF. I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:21 AM23.0.4Z0.07 COURTYARD VILLAS ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: Courtyard Villas - North Elevation Percentage of Exterior Materials Masonry: 95.6% (82.6% Stucco/13.0% Stone Veneer) Metal: 1.8% Wood: 2.6% 2: Courtyard Villas - East Elevation Percentage of Exterior Materials Masonry: 92.7% (62.1% Stucco/30.6% Stone Veneer) Metal: 4.3% Wood: 3.0% 1" = 10'-0"1 CV - North Elevation, Typ. 1" = 10'-0"2 CV - East Elevation, Typ. NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 17' - 8" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR EACH BUILDING: 6,200 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 1 STORY17' - 8" MAX. BLDG. HEIGHTWD-01STN-01 STU-02STU-01 T-01 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF.1 STORY17' - 8" MAX. BLDG. HEIGHTWD-01STN-01STU-02 STU-01 T-01 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE AVERAGE HEIGHT OF THE HIGHEST GABLE OF PITCHED ROOF. I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:22 AM23.0.4Z0.08 COURTYARD VILLAS ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: Courtyard Villas - South Elevation Percentage of Exterior Materials Masonry: 95.3% (82.8% Stucco/12.5% Stone Veneer) Metal: 2.2% Wood: 2.5% 2: Courtyard Villas - West Elevation Percentage of Exterior Materials Masonry: 75.5% (48.9% Stucco/26.6% Stone Veneer) Metal: 4.0% Wood: 20.5% Total Courtyard Villas Percentage of Exterior Materials Masonry: 88.9% (67.5% Stucco/21.4% Stone Veneer) Metal: 3.2% Wood: 7.9% 1" = 10'-0"1 CV - South Elevation, Typ. 1" = 10'-0"2 CV - West Elevation, Typ. NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 17' - 8" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR EACH BUILDING: 6,200 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 3 STORIES42' - 0" MAX. BLDG. HEIGHTSTN-01 STU-02STU-01T-01STU-02STU-01 STN-02 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE HIGHEST POINT OF THE COPING OF A FLAT ROOF.3 STORIES42' - 0" MAX. BLDG. HEIGHTSTN-01 STU-02STU-01 T-01STU-01 STN-01STN-02 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE HIGHEST POINT OF THE COPING OF A FLAT ROOF. I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:22 AM23.0.4Z0.09 NEIGHBORHOOD FLATS ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: Neighborhood Flats - Northwest Elevation Percentage of Exterior Materials Masonry: 93.9% (61.3% Stucco/32.6% Stone Veneer) Metal: 6.1% Wood: 0.0% 2: Neighborhood Flats - Northeast Elevation Percentage of Exterior Materials Masonry: 92.7% (50.0% Stucco/42.7% Stone Veneer) Metal: 7.3% Wood: 0.0% 1" = 10'-0"1 NF - Northwest Elevation, Typ. 1" = 10'-0"2 NF - Northeast Elevation, Typ. NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 42' - 0" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR EACH BUILDING: 26,400 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 STN-01 Stone Veneer MTL-01 Metal Panel STN-02 Precast Stone CopingT-01 Spanish-Style Tile Roof STU-02 Stucco Type 2 WD-01 Wood-Look AccentSTU-01 Stucco Type 1 3 STORIES42' - 0" MAX. BLDG. HEIGHTWD-01 STN-01STU-02 STU-01 T-01MTL-01 MTL-01 STU-01STU-02 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE HIGHEST POINT OF THE COPING OF A FLAT ROOF.3 STORIES42' - 0" MAX. BLDG. HEIGHTWD-01STN-01 STU-02T-01STU-01STU-02 STN-01 STN-02 0 5 10 20 FT BUILDING HEIGHT MEASURED TO THE HIGHEST POINT OF THE COPING OF A FLAT ROOF. I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:22 AM23.0.4Z0.10 NEIGHBORHOOD FLATS ELEVATIONS 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL 1: Neighborhood Flats - Southeast Elevation Percentage of Exterior Materials Masonry: 80.9% (56.8% Stucco/24.1% Stone Veneer) Metal: 13.4% Wood: 5.7% 2: Neighborhood Flats - Southwest Elevation Percentage of Exterior Materials Masonry: 85.4% (76.3% Stucco/9.1% Stone Veneer) Metal: 4.7% Wood: 9.9% Total Neighborhood Flats Percentage of Exterior Materials Masonry: 88.2% (61.8% Stucco/26.4% Stone Veneer) Metal: 7.6% Wood: 4.2% 1" = 10'-0"1 NF - Southeast Elevation, Typ. 1" = 10'-0"2 NF - Southwest Elevation, Typ. NO. DESCRIPTION DATE ZA26-0052 MAX. BUILDING HEIGHT: 42' - 0" (SEE SHEET Z0.14 FOR DETAILED BUILDING HEIGHT BREAKDOWN) GROSS FLOOR AREA FOR EACH BUILDING: 26,400 SF (SEE SHEET Z0.15 FOR DETAILED AREA BREAKDOWN) USE: INDEPENDENT LIVING DATE 08/28/2026 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:22 AM23.0.4Z0.11 BUILDING HEIGHT DEFINITION 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL NO. DESCRIPTION DATE ZA26-0052 DATE 08/28/2026 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/27/2026 6:47:19 PM23.0.4Z0.12 LOWEST GRADE 08/28/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL NO. DESCRIPTION DATE ZA26-0052 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:23 AM23.0.4Z0.13 THE CLUBHOUSE BUILDING HEIGHT 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL NO. DESCRIPTION DATE ZA26-0052 DATE 08/28/2026 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/27/2026 6:46:42 PM23.0.4Z0.14 BUILDING HEIGHTS 08/28/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL NO. DESCRIPTION DATE ZA26-0052 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/21/2026 12:46:23 AM23.0.4Z0.15 GROSS BUILDING AREA TABULATION 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL NO. DESCRIPTION DATE ZA26-0052 DATE 08/28/2026 I N T E R I M R E V I E W O N L Y Architect: Arch. Reg. No.: permit, or construction purposes. are not intended for regulatory approval, are released for interim review only and These documents are incomplete, and Date: PLOT DATE:TEMPLATE VERSION: HKS, INC. SUITE 100 ARCHITECT 350 N SAINT PAUL ST TALLEY ASSOCIATES LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CIVIL ENGINEER 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER 3301 ELM STREET TOUCHMARK BEAVERTON, OR 97005 OWNER 5150 SW GRIFFITH DRIVE OWNER CONSULTANTS KEY PLAN REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO. ISSUE © 2026 HKS, INC.TOUCHMARK SOUTHLAKEDALLAS, TX 75201 DALLAS, TX 75226 SUITE 700 DALLAS, TX 75240 SUITE 100 SOUTHLAKE, TEXASSAGE GROUP, INC. PLANNING 550 SILICON DRIVE SOUTHLAKE, TX 76092 SUITE 100 8/24/2026 4:32:11 PM23.0.4Z0.16 UNIT MIX 08/24/2026 27430.000 CITY OF SOUTHLAKE SUBMITTAL NO. DESCRIPTION DATE ZA26-0052 DATE 08/28/2026