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ZA25-0045-ZDP-Trademark Southlake (1800 & 1900 N White Chapel Blvd)
PUBLIC HEARING NOTICE ZA25-0045 • Zoning Change and Development Plan for Trademark Southlake, on property described as Tracts 1A and 1A03, James J. West Survey Abstract No. 1620, and located at 1800 & 1900 N. White Chapel Blvd., City of Southlake, Tarrant County, Texas. • Current Zoning: “AG” Agricultural District • Requested Zoning: “ECZ” Employment Center Zoning • The purpose of this request is to seek approval of a Zoning Change and Development Plan for Trademark Southlake for a mixed-use development on approximately 40 acres. Dear Property Owner, Your property has been identified as being within 300 feet of the above referenced Zoning Change, Development Plan and Site Plan application. If you wish to register your opposition or support to this case, you may complete the attached Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice) or email (e-mail listed at the bottom of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning and Development Services Department at (817) 748-8621 or mburnett@ci.southlake.tx.us if you have any questions. Thank you. CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817)748-8621 www.cityofsouthlake.com Planning and Zoning Commission Thursday, September 4, 2025 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA25-0045: Zoning Change and Development Plan for Trademark Southlake. Meeting Date: September 4, 2025 Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed application referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone : (817) 748-8621 WHEELERDRWHITE CHAPEL BLVDWHITECHAPELBLVDWHEELER DR VICENZA DRLUCERNE LNMURANO PL LA RAMBLA CT METAIRIE LN VITZNAU WAYKIRKWOOD BLVD KIRKWOOD BLVD SH 1 1 4 FRWY CLEA R Y C T FOX GLENN S H 1 1 4 F R SH 1 1 4 F RW YSH 114 RAMPSH 114 RAMP SH 1 1 4 F R 8 13 20 21 22 23 16 12 15 9 6 5 3 1 2 10141147 17 19 18 27 252628 24 1000 1001 SPO Map ZA25-0045 ® 0 390 780195 Feet 1800 N White Chapel Blvd, 1900 N White Chapel Blvd Legend City Parcels Right Of Way City Limit Case Parcel(s) dissolvedParcel 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer rowClip bufferCut FLFLF LFLFLFLFLFLFL F L 8"W 8"W 8"W G G OH E OH E OH E OH E E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEN89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15' EX. 44' ROW DEDICATION BY CARILLON PARC PHASE 1A LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. PART OF LOT 1 PART OF LOT 2 PART OF LOT 3 CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. BLDG 9 BLDG 2 FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / ///// /FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV W STATE HWY 1 1 4 E KIRKWOOD BLVD N WHITE CHAPEL BLVDLOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 3, BLOCK A 9.350 ACRES 407,266 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 3, BLOCK A 9.350 ACRES 407,266 SF BLDG 4BLDG 1 BLDG 5 BLDG 3 BLDG 6 BLDG 7 BLDG 8 BLDG 10 BLDG 11 BLDG12 BLDG 13 99' ROW50' ROW50' ROW100' ROW50' ROW 50' ROW55' HALF ROW DEDICATION 100' RO W 45' HALF ROW DEDICATION 430' E X. R O W 6 1 5 4 1 7 2 3 50' ROW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/21/2025 2:16 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:16 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SITE-PLAN OVERALL.DWG , [ OVERALL SITE PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xEsmt-Commerical : xbndy : xHatch : xSite-South : xPave-WC : xHard© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE067545015AGBQEKCMDOVERALL SITE PLANC-100 SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. C-104C-103 C-101 C-102 NORTH 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS. 2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED. 3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAME MASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THE OPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEING SERVICED. 4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED). 5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCH THE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING. 6.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. 7.ALL PARKING SPACES TO BE 9’ X18'. 8.ALL STRIPING IN PARKING LOTS SHALL BE WHITE. 9.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OF CONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH. 10.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES NORTH ENGINEER / SURVEYOR / APPLICANT / LANDSCAPE ARCHITECT / IRRIGATOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX. 75240 PHONE: (469) 914-8611 CONTACT: PEYTON MCGEE, P.E. 40.20 ACRES JAMES J. WEST SURVEY, ABSTRACT NO. 1620 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SUBMITTED AUGUST 21, 2025 OWNER: SHIVERS FAMILY PARTNERSHIP 1800 N WHITE CHAPEL BLVD SOUTHLAKE, TX 76092-3617 CONTACT: REBECCA UTLEY ARCHITECT: DWELL DESIGN STUDIO CONTACT: RYAN MILLER PHONE: (770) 864-1035 EMAIL: RMILLER@DWELLDESIGNSTUDIO.COM SITE PLAN TRADEMARK SOUTHLAKE CITY CASE NO. ZA25-0045 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM (TYP.) X LEGEND EX S JB PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL NUMBER OF PARKING SPACES PROPOSED BUILDING ENTRANCE TYPICAL EXISTING PROPOSED LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT PUBLIC CONCRETE PAVEMENT FH CI WM PROP. GI JB FDC VICINITY MAP (NOT TO SCALE) VICINITY MAP 10' 40' 40' S S S S S S S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W S S S S S S S S S S S S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W S S S S SWOHEOHEOHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEN89°28'39"E 1663.12' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLEV EV EV EV CITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE CITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE LOT 1 BUILDING 4 GROCER SINGLE-STORY - 44'-0" HT 33,798 SF BUILDING 1* BUILDING 5 RETAIL SINGLE-STORY 29'-6" HT 18,551 SF BUILDING 3 RESTAURANT SINGLE-STORY 24' HT 3,914 SF BUILDING 6 RESTAURANT SINGLE-STORY BUILDING 7 RESTAURANT SINGLE-STORY 27' HT 7,500 SF JB PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 6 10 14 14 19 22 4 12 13 22 22 22 22 22 22 20 9 13 13 13 9 9 13 11 25 7 20 6 25 5 7 31 14 9 11 13 9 21 38' 10' BUFFERYARD PROPOSED 4 ' RETAINING WALL FOR DETENTION POND PROPOSED DRIVEWAY PROPOSED DRIVEWAY 247' 68'78'13'13'E K IRKWOOD BLVD STRE E T A18'24'18'18'18'24'11'26'18'18'18'24'18'18'24'10'18'18'24'18'24'18'18'18'24'18'18'24'18'24'18'18'18'24'18'30'18' 19'225' 153' 84' 61' 62'110' 75'57' 50' 50'30' FH FH FH FH FH FH FH FH FH FH JB JB JB JB JB JB JB 18'24'18' PROPOSED DETENTION POND 24' 6' 18' 24' 9' 18'50' BU ILD ING SETBACK60' 62' 69' SOUTHLAKE DOVE ASSOCIATES, LLC CURRENT ZONING = SP2 L.U.D.= MIXED USE CI CI CI CI CI 6 26' PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 24' 26'26' GI GI GI GI GI GI 246' PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED 20' DRAINAGE EASEMENT EXISTING PAINTED GORE EXISTING PHYSICAL GORE BUILDING 2 RESTAURANT SINGLE-STORY 18'-8" HT 2,861 SF 31' 64'23'23'10'7.5 '18'24'18' 9' 13' 9' 9' 18' 9' 7.5' 18' 26' 18.0'9' 12.5' 13' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 24' 9'13' FH 13' 13' 13' 13'10'7' 704.9'65.0'562' 50' 9'18'18' 18'9'62'155'158'9' CI 204' 33' 24' 6 6 7 11' 15' 13' 18' 48' 18' 20' 1 4 ' 1 ' 1 2 ' 382'5'5' PROPOSED 10' MASONRY SCREEN WALL. JB 12'12' 12'12' 19' 24'3'23' 12'19'50' 100' RO W 50' JB 2668' 9'18' PROPOSED ACCESSIBLE PARKING SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH 7' LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF PROPOSED EV PARKING SPACE PROPOSED CART CORRAL LOCATION, PROPOSED 20' DRAINAGE EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT SSMH PROPOSED CART CORRAL LOCATION, PROPOSED 4' CONCRETE KNEE WALL R=30.0'R=30.0'R=30.0'R =30.0'R=30.0'R =30.0' R =3 0 .0 'R=30.0'R=30.0'R =30.0'R=15.0'R =15. 0 ' R=30.0' R =3 0 .0 'R=30.0'R=30.0'R=54.0'R=20.0'R=30.0 ' R =5 4 .0 'R=54.0'R=30.0'R =6 0 .0 ' R=3 0. 0 ' R=54.0' R =30.0' R=30.0'R=30.0'R=54.0'R =10.0'R=30.0'R =30.0'R=7 0 .0'R=70.0'R=75.0'R=215.0'R=30.0' R =72.0' R =3 0 .0 'R=3 0 .0 'R=30.0 'R=40.0'=20.0'R=2 0 R =2 0.0'17' R =30.0' FH SSMH 1 R=30.0' CI R =30.0'R =3 0.0' CI 8' PROPOSED 8' SIDEWALK 8' 8' PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK5' FH24'PROPOSED 25' ACCESS EASEMENT R=30.0' R =3 0 .0'*A FUTURE DETAILED SITE PLAN WILL BE SUBMITTED FOR LOT 1, BLOCK A. THE USE WILL COMPLY WITH THE ALLOWED USES IN THE DEVELOPMENT STANDARDS 10' 40' 40' S S S S S S S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W S S S S S S S S S S S S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W S S S S SWOHEOHEOHE OHE OHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE N89°28'39"E 1663.12'FLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLEV EV EV EV CITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE CITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE LOT 1 BUILDING 4 GROCER SINGLE-STORY - 44'-0" HT 33,798 SF BUILDING 5 RETAIL SINGLE-STORY 29'-6" HT 18,551 SF BUILDING 3 RESTAURANT SINGLE-STORY 24' HT 3,914 SF BUILDING 6 RESTAURANT SINGLE-STORY BUILDING 7 RESTAURANT SINGLE-STORY 27' HT 7,500 SF JB PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 14 14 19 22 4 12 13 22 22 22 22 22 22 20 9 13 13 13 9 9 13 11 25 7 20 6 25 5 7 31 14 9 11 13 9 21 38' 10' BUFFERYARD PROPOSED 4 ' RETAINING WALL FOR DETENTION POND PROPOSED DRIVEWAY 247' 68'78'13'13'E K IRKWOOD BLVD STRE E T A18'24'18'18'18'24'11'26'18'18'18'24'18'18'24'10'18'18'24'18'24'18'18'18'24'18'18'24'18'24'18'18'18'24'18'30'18' 19'225' 153' 84' 61' 62'110' 75'57' 50' 50'30' FH FH FH FH FH FH FH FH FH FH JB JB JB JB JB JB JB 18'24'18' PROPOSED DETENTION POND 24' 6' 18' 24' 9' 18'50' BU ILD ING SETBACK60' 62' 69' CI CI CI CI CI 6 26' PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 24' 26'26' GI GI GI GI GI GI PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED 20' DRAINAGE EASEMENT BUILDING 2 RESTAURANT SINGLE-STORY 18'-8" HT 2,861 SF 31' 64'23'23'10'7.5 '18'24'18' 9' 13' 9' 9' 18' 9' 7.5' 18' 26' 18.0'9' 12.5' 13' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 24' 9'13' FH 13' 13' 13' 13'10'7' 704.9'65.0'562' 50' 18'9'9' CI 33' 24' 6 7 11' 15' 13' 18' 48' 18' 20' 1 4 ' 1 ' 1 2 ' 382'5'5' PROPOSED 10' MASONRY SCREEN WALL. JB 12'12' 12'12' 19' 24'3'23' 12'19'50' 100' RO W 50' JB 2668' 9'18' PROPOSED ACCESSIBLE PARKING SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH 7' LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF PROPOSED EV PARKING SPACE PROPOSED CART CORRAL LOCATION, PROPOSED 20' DRAINAGE EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT SSMH PROPOSED CART CORRAL LOCATION, PROPOSED 4' CONCRETE KNEE WALL R=30.0'R=30.0'R=30.0'R =30.0'R=30.0'R =30.0' R =3 0 .0 'R=30.0'R =30.0'R=15.0'R =15. 0 ' R =3 0 .0 'R=30.0'R=30.0'R=54.0'R=20.0'R=30.0 ' R =5 4 .0 'R=54.0'R=30.0'R =6 0 .0 ' R=3 0. 0 ' R=54.0' R =30.0' R=30.0'R=30.0'R=54.0'R =10.0'R=30.0'R =30.0'R=7 0 .0'R=70.0'R=75.0'R=215.0'R=30.0' R =72.0' R =3 0 .0 'R=3 0 .0 'R=30.0 'R=40.0'=20.0'R=2 0 R =2 0.0'17' R =30.0' FH SSMH 1 R=30.0' CI R =30.0'R =3 0.0' CI 8' 8' PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK5' FH PROPOSED 25' ACCESS EASEMENT R=30.0' R =3 0 .0'S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F L FLFLFLF L FL FLFLFLFLFLFL FLFLEVEV EV EV CITY OF SOUTHLAKEUTILITY EASEMENTVOL. 8405, PG. 1444D.R.T.C.T.15' DRAINAGE EASEMENTDOC. NO. D221095079O.P.R.T.C.T.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/21/2025 3:24 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 3:37 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SITE-PLAN.DWG , [ 1 OF 4 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xRow-WC : xPave-WC : xSingleFamily : xEsmt-Commerical : xRoad-New WC : xbndy : xHatch : xHard : xSite-South : xAerial© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE067545015AGBQEKCMDSITE PLAN(1 OF 4)C-101 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS. 2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED. 3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAME MASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THE OPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEING SERVICED. 4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED). 5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCH THE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING. 6.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. 7.ALL PARKING SPACES TO BE 9’ X18'. 8.ALL STRIPING IN PARKING LOTS SHALL BE WHITE. 9.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OF CONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH. 10.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. MATC H LI N E S E E S H E E T C-10 3 MATCH LINE SEE SHEET C-102MATC H LI N E S E E S H E E T C-10 4 C-101 C-103 C-104 C-102 KEYMAP NORTH ENGINEER / SURVEYOR / APPLICANT / LANDSCAPE ARCHITECT / IRRIGATOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX. 75240 PHONE: (469) 914-8611 CONTACT: PEYTON MCGEE, P.E. 40.20 ACRES JAMES J. WEST SURVEY, ABSTRACT NO. 1620 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SUBMITTED AUGUST 21, 2025 OWNER: SHIVERS FAMILY PARTNERSHIP 1800 N WHITE CHAPEL BLVD SOUTHLAKE, TX 76092-3617 CONTACT: REBECCA UTLEY ARCHITECT: DWELL DESIGN STUDIO CONTACT: RYAN MILLER PHONE: (770) 864-1035 EMAIL: RMILLER@DWELLDESIGNSTUDIO.COM SITE PLAN TRADEMARK SOUTHLAKE CITY CASE NO. ZA25-0045 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM (TYP.) X LEGEND EX S JB PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL NUMBER OF PARKING SPACES PROPOSED BUILDING ENTRANCE TYPICAL EXISTING PROPOSED LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT PUBLIC CONCRETE PAVEMENT FH CI WM PROP. GI JB FDC S S S S S S S S S SW OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASCBLCBLCBLGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHE S0°18'41"E 1274.60' // / /// LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. PROPOSED 7' RETAINING WALL PROPOSED 7' RETAINING WALL E KIRKWOOD BLVDE KIRKWOOD BLVD STREET B 50' ROW 100' ROW50' ROW24'45' HALF ROW DEDICATION FH FH FH FH JB CI CI CI CI CI CI CI CI JBJB 20' LANDSCAPE BUFFER14'62'11' 11' 11' 11' CARILLON PHASE 1A INST. NO D211101073 P.R.T.C.T. 11' 11' 11' 11' 11' PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 31' B-B31' B-B 24'1 15' 13' 18' 48' 18' 20' 76'50'50'12'12'14'12'JB 12'12' 12'12' 12' 19'50'50' 18'18' 66'145'83'103' 2 3 SSMH SSMH SSMH SSMHSSMH 14' 12.5'8' 4' EXISTING CONCRETE DRIVEWAY USE: RESIDENTIAL803' TO NEAREST DRIVER=75.0'R =72.0' R = 3 0.0' R =30.0'R=3 0.0'R=90.0'R=90.0'R=100.0'R=110.0'R= 2 0 .0'R=20.0 'R=3 0 .0 ' R=30.0 'R=30.0'8'12'5'8' 8' PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK 5'PROPOSED 5' SIDEWALK 5'PROPOSED 8' SIDEWALK FH FH5'5'5'8'PROPOSED MAILBOX CLUSTER LOCATION R =3 0 .0'R=30.0' 8"W S S S S S 8"W S S S S SW OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASCBLCBLCBLCBLCBLGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHE S0°18'41"E 1274.60'//////FL LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. 21 PROPOSED 7' RETAINING WALL PROPOSED 7' RETAINING WALL E KIRKWOOD BLVDE K IRKWOOD BLVD STREET B 50' ROW 100' ROW50' ROW24'45' HALF ROW DEDICATION FH FH FH FH JB JB 18' 69' CI CI CI CI CI CI CI CI JBJB 20' LANDSCAPE BUFFER18'14'62'11' 11' 11' 11' CARILLON PHASE 1A INST. NO D211101073 P.R.T.C.T. 11' 11' 11' 11' 11' GI PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 66'31' B-B31' B-B 24'9' 33' 1 7 18' 11' 15' 13' 18' 48' 18' 20' 76'50'50'12'12'14'12'PROPOSED 10' MASONRY SCREEN WALL. JB 12'12' 12'12' 19' 24'3'23' 12' 19'50' 100' RO W 50' 18'18' 66'145'83'103' 2 3 SSMH SSMH SSMH SSMHSSMH 14' 12.5'8' 4' EXISTING CONCRETE DRIVEWAY USE: RESIDENTIAL803' TO NEAREST DRIVE.0'R=3 0. 0 'R= 7 0 . 0'R=70.0'R=75.0'R=215.0'R =72.0' R = 3 0.0' R =30.0'R=3 0.0'R=90.0'R=90.0'R=100.0'R=110.0'R= 2 0 .0'R=20.0'R=3 0 .0 'R=30.0 'R=30.0'R=140.0R=140.0'8'12'5'FH 8' 8' PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK 5'PROPOSED 5' SIDEWALK 5'PROPOSED 8' SIDEWALK 5' FH FH5'5'5'8'PROPOSED MAILBOX CLUSTER LOCATION R =3 0 .0'R =3 0.0'R=30.0' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F L FLFLFLF L FL FLFLFLFLFLFL FLFLEVEV EV EV This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/21/2025 2:14 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:17 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SITE-PLAN.DWG , [ 2 OF 4 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xRow-WC : xPave-WC : xSingleFamily : xEsmt-Commerical : xRoad-New WC : xbndy : xHatch : xHard : xSite-South : xAerial© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE067545015AGBQEKCMDSITE PLAN(2 OF 4)C-102 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS. 2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED. 3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAME MASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THE OPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEING SERVICED. 4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED). 5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCH THE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING. 6.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. 7.ALL PARKING SPACES TO BE 9’ X18'. 8.ALL STRIPING IN PARKING LOTS SHALL BE WHITE. 9.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OF CONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH. 10.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. NORTH MATCH LINE SEE SHEET C-104MATCH LINE SEE SHEET C-101KEYMAP C-101 C-103 C-102 C-104 TYPICAL LOT DIMENSION DETAIL NTS ENGINEER / SURVEYOR / APPLICANT / LANDSCAPE ARCHITECT / IRRIGATOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX. 75240 PHONE: (469) 914-8611 CONTACT: PEYTON MCGEE, P.E. OWNER: SHIVERS FAMILY PARTNERSHIP 1800 N WHITE CHAPEL BLVD SOUTHLAKE, TX 76092-3617 CONTACT: REBECCA UTLEY ARCHITECT: DWELL DESIGN STUDIO CONTACT: RYAN MILLER PHONE: (770) 864-1035 EMAIL: RMILLER@DWELLDESIGNSTUDIO.COM SITE PLAN TRADEMARK SOUTHLAKE CITY CASE NO. ZA25-0045 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM (TYP.) X LEGEND EX S JB PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL NUMBER OF PARKING SPACES PROPOSED BUILDING ENTRANCE TYPICAL EXISTING PROPOSED LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT PUBLIC CONCRETE PAVEMENT FH CI WM PROP. GI JB FDC 40.20 ACRES JAMES J. WEST SURVEY, ABSTRACT NO. 1620 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SUBMITTED AUGUST 21, 2025 S S SS S S 8"W 8"W 8"W 8"W 8"W S S S S S S SS S S 8"W 8"W 8"W 8"W 8"W S S S S OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE O H E O H E O H E O H E OH E OHE OHE OHE OHE OHE OHE OHE OHE S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11'FLFL F L F L F L F L F L FLF L F L F L F L F L FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL F L F L F L F L F L F L F L F L F L F L F L FL FL FL FL FL FL FL FL FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLW STATE HWY 1 1 4 BUILDING 6 RESTAURANT SINGLE-STORY 27' HT 6,000 SF BUILDING 7 RESTAURANT SINGLE-STORY 27' HT 7,500 SF BUILDING 8 RESTAURANT SINGLE-STORY 24'-10" HT 12,598 SF BUILDING 10 FIRST FLOOR RESTAURANT 63'-10" HT 5,100 SF BUILDING 11 FIRST FLOOR RESTAURANT 63'-10" HT 6,646 SF BUILDING 12 OFFICE THREE-STORY 63'-10" HT 1ST FLOOR - 6,000 SF 2ND FLOOR - 17,746 SF 3RD FLOOR - 17,746 SF JB 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 25 5 7 31 14 32 33 5 9 9 16 10 12 2 11 8 20 16 18 10 11 10 9 11 38' PROPOSED DRIVEWAY PROPOSED DRIVEWAY 68'63'82'74'13'13' STRE E T A 19' 62'97'110'169' 75' 81'20' FH FH FH FH FH FH JB JB JB18'24'18'60'60' CI CI CI CI CI CI CI PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 11' 1 0 0 '26' JB PROPOSED 20' DRAINAGE EASEMENT 51' BUILDING 9 RESTAURANT SINGLE-STORY 22'-5" HT 1,554 SF 31'31'23'7.5 '18'24'18' 9' 7.5' 18' 26' 18.0' 7.5' 18' 26' 18' 18' 18' 24'9' 2 4 ' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 13'13'13' FH 13' 13' 2 6 2 '159' 50' 2 7 0 ' 13'9'18'CI 5 382'76'150'5'5'24'18'9 ' 2 0 ' 20' JB 26 SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH7' LOT 3, BLOCK A 9.350 ACRES 407,266 SF PROPOSED 15' SEWER EASEMENT PROPOSED 15' SEWER EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT 9' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 58'SSMH R=75.0'R=30.0'R =3 0 .0 'R=80.0'R =15.0'R=30.0'R=54.0'R =30.0'R=56.0'R=30.0' R=100.0'R=30.0'R=30.0' R =3 0 .0 'R =30.0'R=40.0'R=20.0'R=2 0 . 0 ' R =2 0.0'RR=260.0'17'24'R =30.0'18' R=30.0'9' SSMH R =5 4 .0 '18'R=3 0 .0 '20' 9' 1 R=30.0' CI R =30.0'R =3 0.0' CI SIDEWALK10' 40' 40' S S S S S S S S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W S S S S S S S S S S S S S S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W S S S S S S XOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE O H E O H E O H E O H E OH E OHE OHE OHE OHE OHE OHE OHE OHE ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11'FLFL F L F L F L F L F L FLF L F L F L F L F L FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL F L F L F L F L F L F L F L F L F L F L F L FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLCITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE W STATE HWY 1 1 4 BUILDING 3 RESTAURANT SINGLE-STORY 24' HT 3,914 SF BUILDING 6 RESTAURANT SINGLE-STORY 27' HT 6,000 SF BUILDING 7 RESTAURANT SINGLE-STORY 27' HT 7,500 SF BUILDING 8 RESTAURANT SINGLE-STORY 24'-10" HT 12,598 SF BUILDING 10 FIRST FLOOR RESTAURANT 63'-10" HT 5,100 SF BUILDING 11 FIRST FLOOR RESTAURANT 63'-10" HT 6,646 SF BUILDING 12 OFFICE THREE-STORY 63'-10" HT 1ST FLOOR - 6,000 SF 2ND FLOOR - 17,746 SF 3RD FLOOR - 17,746 SF JB 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T.54' 13 25 7 5 7 31 14 32 33 5 9 9 16 10 12 2 11 8 6 20 16 18 10 11 10 9 11 38' PROPOSED DRIVEWAY PROPOSED DRIVEWAY 68'63'82'74'78'13'13' STRE E T A18'18'18'24' 19' 62'97'110'169' 75' 81' 50'20' FH FH FH FH FH FH FH FH FH JB JB JB JB 18'24'18'60'50' BU ILD ING SETBACK60' CI CI CI CI CI CI CI CI CI JB PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 11' 1 0 0 '26' PROPOSED INTERNAL PARK AREA JB PROPOSED 20' DRAINAGE EASEMENT 51' BUILDING 9 RESTAURANT SINGLE-STORY 22'-5" HT 1,554 SF 31'31' 64'23'23'10'7.5 '18'24'18' 9' 7.5' 18' 26' 18.0' 7.5' 18' 26' 18' 18' 18' 24'9' 2 4 ' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 13'13'13' FH 13' 13' 13'7' 2 6 2 '159'562' 50' 2 7 0 ' 13'9'18'CI 5 1 4 ' 1 ' 1 2 ' 382'76'150'5'5'24'18'9 ' 2 0 ' 20' JB 26 SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH 7' LOT 3, BLOCK A 9.350 ACRES 407,266 SF PROPOSED 15' SEWER EASEMENT PROPOSED 15' SEWER EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT 9' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 58'24' SSMH R=75.0'R=30.0'R =3 0 .0 'R=80.0'R =15.0' R=54.0' R=30.0'R=30.0'R=54.0'R =30.0'R=56.0'R=30.0' R=100.0'R=30.0'R =30.0' R=30.0' R =3 0 .0 'R =30.0'R=40.0'R=20.0'R= 4 0.0R=20.0'R=2 0 . 0 ' R =2 0.0'R =1 9 0 .8 'R =1 6 0 .8 'R=290.0'R=260.0'17'24'R =30.0'18' R =30.0'9' SSMH R =5 4 .0 '18'R=3 0 .0 '20' 9' 1 R=30.0' CI R =30.0'R =3 0.0' CI PROPOSED 5' SIDEWALK PROPOSED MAILBOX CLUSTER LOCATION S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S EVEV EV EV This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/21/2025 2:14 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:17 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SITE-PLAN.DWG , [ 3 OF 4 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xRow-WC : xPave-WC : xSingleFamily : xEsmt-Commerical : xRoad-New WC : xbndy : xHatch : xHard : xSite-South : xAerial© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE067545015AGBQEKCMDSITE PLAN(3 OF 4)C-103 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS. 2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED. 3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAME MASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THE OPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEING SERVICED. 4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED). 5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCH THE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING. 6.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. 7.ALL PARKING SPACES TO BE 9’ X18'. 8.ALL STRIPING IN PARKING LOTS SHALL BE WHITE. 9.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OF CONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH. 10.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. MATC H LI N E S E E S H E E T C-10 1 MATCH L INE SEE SHEET C-104 KEYMAP C-101 C-103 C-102 C-104 NORTH ENGINEER / SURVEYOR / APPLICANT / LANDSCAPE ARCHITECT / IRRIGATOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX. 75240 PHONE: (469) 914-8611 CONTACT: PEYTON MCGEE, P.E. OWNER: SHIVERS FAMILY PARTNERSHIP 1800 N WHITE CHAPEL BLVD SOUTHLAKE, TX 76092-3617 CONTACT: REBECCA UTLEY ARCHITECT: DWELL DESIGN STUDIO CONTACT: RYAN MILLER PHONE: (770) 864-1035 EMAIL: RMILLER@DWELLDESIGNSTUDIO.COM SITE PLAN TRADEMARK SOUTHLAKE CITY CASE NO. ZA25-0045 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM (TYP.) X LEGEND EX S JB PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL NUMBER OF PARKING SPACES PROPOSED BUILDING ENTRANCE TYPICAL EXISTING PROPOSED LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT PUBLIC CONCRETE PAVEMENT FH CI WM PROP. GI JB FDC 40.20 ACRES JAMES J. WEST SURVEY, ABSTRACT NO. 1620 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SUBMITTED AUGUST 21, 2025 10' 40' S S S S S S S 8"W 8"W 8"W8"W S S S S S S S S S S S S S S S 8"W 8"W 8"W8"W S S S S S S S S XOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASGASGASGASOHES89°41'16"W 903.45' F L F L FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL CITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE N WHITE CHAPEL BLVDBUILDING 8 RESTAURANT SINGLE-STORY 24'-10" HT 12,598 SF BUILDING 10 FIRST FLOOR RESTAURANT 63'-10" HT 5,100 SF BUILDING 11 FIRST FLOOR RESTAURANT 63'-10" HT 6,646 SF BUILDING 12 OFFICE THREE-STORY 63'-10" HT 1ST FLOOR - 6,000 SF 2ND FLOOR - 17,746 SF 3RD FLOOR - 17,746 SF BUILDING 13 FUTURE RESTAURANT SINGLE-STORY 9,514 SF JB 126'54' 9 10 12 2 11 8 6 20 16 18 10 11 10 9 12 12 13 15 15 15 12 14 15 17 14 863'82'74' EXISTING CONCRETE DRIVEWAY USE: COMMERCIAL STREET C 50' ROW50' ROW99' ROW 55' HALF ROW DEDICATION 18'882.1' DRIVEWAY SPACING169' 81'106'50' ROW 20' FH FH FH FH FH FH FH FH FH JB JB CI CI CI CI CI CI CI CI CI CI CI CI JB JB JB 18' PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 100'101'EX. 44' ROW DEDICATION BY CARILLON PARC PHASE 1A PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED INTERNAL PARK AREA JB PROPOSED 20' DRAINAGE EASEMENT 66' 7.5' 18' 26' 18.0' 7.5' 18' 26' 18' 18' 18' 24'9'18'18'18'18'24'24'24'7'6.5'24'31' B-B10' 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 13'13'13'13'13'88.0'81.1' 13'9'18'24'18'90' CI 4 18' 1 4 ' 1 ' 1 2 '76'150'24'125'125'125'80'125'20' JB 26 FH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH LOT 3, BLOCK A 9.350 ACRES 407,266 SF LOT 3, BLOCK A 9.350 ACRES 407,266 SF PROPOSED 15' SEWER EASEMENT PROPOSED 15' SEWER EASEMENT PROPOSED 20' DRAINAGE EASEMENT 9' 9' 24' SSMH 23'70' 80' 70' R=75.0'R=30.0'R =30.0'R =3 0 .0 'R=80.0'15.0' R =30.0'R=56.0'R=30.0' R=100.0' R= 3 0 .0 ' R =30.0' R =30.0'R= 7 0 . 0'R=215.0'R=30.0' R =30.0'R=140.0'R=140.0'R=160.0'R=160.0'R=20.0'R=20.0' R = 2 0 .0' R= 2 5.0'R=40.0'R=20.0'R=20.0'R= 4 0.0'R =2 0 .0 'R=20.0'R=2 0 . 0 ' R =2 0.0'R=20.0' R =25.0'R =1 9 0 .8 'R =1 6 0 .8 'R=290.0'R=260.0' 31' B-B 5'5'18' R =30.0'9' SSMH 9'R=30 . 0' R =54.0' R=54.0' R =30.0' R=30.0' R = 5 4 . 0 ' R =5 4 .0 ' 20' 9'5'5'5'5'PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED MAILBOX CLUSTER LOCATION10' 40' 40' S S S S S S S S S 8"W 8"W 8"W 8"W8"W S S S S S S S S S S S S S S S S S S S 8"W 8"W 8"W 8"W8"W S S S S S S S S S S XOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CBLCBLGASCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASGASGASGASOHES89°41'16"W 903.45' F L F L F L F L FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF L F L F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLCITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE CITY OF SOUTHLAKE 40'X10' VISIBILITY TRIANGLE N WHITE CHAPEL BLVDBUILDING 8 RESTAURANT SINGLE-STORY 24'-10" HT 12,598 SF BUILDING 10 FIRST FLOOR RESTAURANT 63'-10" HT 5,100 SF BUILDING 11 FIRST FLOOR RESTAURANT 63'-10" HT 6,646 SF BUILDING 12 OFFICE THREE-STORY 63'-10" HT 1ST FLOOR - 6,000 SF 2ND FLOOR - 17,746 SF 3RD FLOOR - 17,746 SF BUILDING 13 FUTURE RESTAURANT SINGLE-STORY 9,514 SF JB 126'54' 9 7 5 9 9 16 10 12 2 11 8 6 20 16 18 10 11 10 9 11 12 12 13 15 15 15 12 14 15 17 14 8247'63'82'74' EXISTING CONCRETE DRIVEWAY USE: COMMERCIAL STREET C 50' ROW50' ROW99' ROW 55' HALF ROW DEDICATION 18'882.1' DRIVEWAY SPACING169' 75' 81'106'50' ROW 20' FH FH FH FH FH FH FH FH FH FH FH JB JB JB CI CI CI CI CI CI CI CI CI CI CI CI CI JB JB JB 18' PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 100'101'EX. 44' ROW DEDICATION BY CARILLON PARC PHASE 1A PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED INTERNAL PARK AREA JB PROPOSED 20' DRAINAGE EASEMENT 66' 51'31' 64'23'23'10' 7.5' 18' 26' 18.0' 7.5' 18' 26' 18' 18' 18' 24'9'18'18'18'18'24'24'24'7'6.5'24'31' B-B10' 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 13'13'13'13'13'88.0'81.1' 13'9'18'24'18'90' CI 4 18' 48' 18' 20'12'1 4 ' 1 ' 1 2 '76'150'24'125'125'125'80'125'2 0 ' 20' JB 26 FH 2 SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH LOT 3, BLOCK A 9.350 ACRES 407,266 SF LOT 3, BLOCK A 9.350 ACRES 407,266 SF PROPOSED 15' SEWER EASEMENT PROPOSED 15' SEWER EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT 9' PROPOSED 26' ACCESS, DRAINAGE AND UTILITY EASEMENT 9' 24' SSMH 23'70' 80' 70' R=75.0'R=30.0'R =30.0'R =3 0 .0 'R=80.0'R =15.0' R =30.0' R=30.0' R =30.0'R=56.0'R=30.0' R=100.0' R= 3 0 .0 ' R =30.0' R =30.0'R= 7 0 .0'R=70R=215.0'R=30.0' R = 3 0.0' R =30.0'R=30.0'R=140.0'R=140.0'R=160.0'R=160.0'R=20.0'R=20.0' R = 2 0 .0' R= 2 5.0'R=40.0'R=20.0'R= 20.0'R= 4 0.0'R =2 0 .0 'R=20.0'R=2 0 .0 ' R =2 0.0'R=20.0' R =25.0'R =1 9 0 .8 'R =1 6 0 .8 'R=290.0'R=260.0'5'31' B-B 5'5' R =30.0'18' R =30.0'9' SSMH 9'R=30 .0' R =54.0' R=54.0' R =30.0' R=30.0' R = 5 4 .0 ' R =5 4 .0 ' 20' 9' R =30.0'R =3 0.0'5'5'5'5'PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK FH5'PROPOSED MAILBOX CLUSTER LOCATION R=30.0' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F L FLFLFLF L FL FLFLFLFLFLFL FLFLEVEV EV EV This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/21/2025 2:14 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:17 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SITE-PLAN.DWG , [ 4 OF 4 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xRow-WC : xPave-WC : xSingleFamily : xEsmt-Commerical : xRoad-New WC : xbndy : xHatch : xHard : xSite-South : xAerial© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE067545015AGBQEKCMDSITE PLAN(4 OF 4)C-104 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS. 2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED. 3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAME MASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THE OPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEING SERVICED. 4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED). 5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCH THE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING. 6.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. 7.ALL PARKING SPACES TO BE 9’ X18'. 8.ALL STRIPING IN PARKING LOTS SHALL BE WHITE. 9.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OF CONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH. 10.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. MATC H LI N E S E E S H E E T C-10 1 MATCH LINE SEE SHEET C-101 MATCH L INE SEE SHEET C-103 C-101 C-103 C-102 KEYMAP C-104 NORTH TYPICAL LOT DIMENSION DETAIL NTS ENGINEER / SURVEYOR / APPLICANT / LANDSCAPE ARCHITECT / IRRIGATOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX. 75240 PHONE: (469) 914-8611 CONTACT: PEYTON MCGEE, P.E. OWNER: SHIVERS FAMILY PARTNERSHIP 1800 N WHITE CHAPEL BLVD SOUTHLAKE, TX 76092-3617 CONTACT: REBECCA UTLEY ARCHITECT: DWELL DESIGN STUDIO CONTACT: RYAN MILLER PHONE: (770) 864-1035 EMAIL: RMILLER@DWELLDESIGNSTUDIO.COM SITE PLAN TRADEMARK SOUTHLAKE CITY CASE NO. ZA25-0045 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM (TYP.) X LEGEND EX S JB PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL NUMBER OF PARKING SPACES PROPOSED BUILDING ENTRANCE TYPICAL EXISTING PROPOSED LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT PUBLIC CONCRETE PAVEMENT FH CI WM PROP. GI JB FDC 40.20 ACRES JAMES J. WEST SURVEY, ABSTRACT NO. 1620 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SUBMITTED AUGUST 21, 2025 ////////////1007653.017GUARD RAIL B1010653.537GUARD RAIL END1192636.501FL 15" R.C.P.1213637.229FL 15" R.C.P.1353641.828FL 8" C.M.P.1354641.553FL 8" C.M.P.1370638.120FL 8" C.M.P.1690649.353GUARD RAIL B1691649.388GUARD RAIL END1692649.287GUARD RAIL B1693649.411GUARD RAIL ENDPARCEL 10A - CALLED 3.310 ACRESSTATE OF TEXASDOC. NO. D199245141-O.P.R.T.C.T.PARCEL 11STATE OF TEXASDOC. NO. D199245143O.P.R.T.C.T.40.2089 ACRES1,751,498 SQ. FT.CALLED 2.502 ACRESPARCEL 9ASTATE OF TEXASDOC. NO. D200285194PROPOSED RIGHT-OF-WAY DEDICATION (BY SEPARATE INSTRUMENT)CONTROL OF ACCESS(PER RIGHT-OF-WAY MAP)FP 653.0FP 653.5FP 651.8FP 653.2FP 652.0FP 652.5FP 652.5FP 652.5FP 652.5FP 651.5FP 648.1FP 653.0FP 652.1FP 651.5FP 651.4FP 653.0FP 653.5FP 654.5FP 654.0FP 653.5FP 653.0FP 652.2FP 653.0FP 652.5FP 653.0FP 653.5FP 654.0FP 654.0FP 654.0FP 654.5FP 654.0FP 653.5FP 653.0FP 652.5FP 653.5FP 652.5FP 652.0FP 651.5FP 651.0FP 651.0FP 650.5FP 651.0FP 651.0FP 651.0FP 651.5FP 652.0FP 653.0FP 652.5FP 652.0FP 652.5FP 652.5FP 652.5FP 652.5FP 653.0TREES OFF SITETREES IN R.O.W.TREES IN R.O.W.TREES OFF SITEBUILDING SETBACKBUILDING SETBACK20' WIDE RIGHT-OF-WAY EASEMENT10' WIDE PORTION OF A CALLED20' WIDE RIGHT-OF-WAY EASEMENT15' DRAINAGE EASEMENT17' WIDE UTILITY EASEMENT17' WIDE UTILITY EASEMENTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEE KIRKWOOD BLVDW STATE HWY 114NORTHWEST PKWYTREES TO BE REMOVEDTREES OFF SITEEXISTING QUALITY TREESRECOMMEND TO PRESERVEEXISTING QUALITY TREESRECOMMEND TO PRESERVETP TPTPTPTPTPTPTPTPT P 3257325832593260326132623263326432653266326732683269327032713272327332743275327632773278327932803281328232833284328532863287328832893290329132923293329432953296329732983299330033013302330333043305330633073308330933103311331233133314331533163317331833193320332133223323332433253326332733283329333033313332333333343335333633373338333933403341334233433344334533463347334833493350335133523353335433553356335733583359336033613362336333643365336633673368336933703371337233733374337533763377337833793380338133823383338433853386338733883389339033913392339333943395339633973398339934003401340234033404340534063407340834093410341134123413341434153416TREE CONSERVATION PLANAScale: 1" = 80'0'80'160'Scale: 1" = 80'-0"NORTHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 7/28/2025 3:44 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:29 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.00 TREE CONSERVATION PLAN.DWG , [ L1.00 TREE CONSERVATION PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xPave-WC : xRoundabout : xArch : x24X36 : oSurf-FG - MassGrading : xAnno : xTrees-JK : xBase : xBndry © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025TREE CONSERVATION PLANL1.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 7/28/2025 3:44 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:29 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.00 TREE CONSERVATION PLAN.DWG , [ L1.01 TREE CONSERVATION DATA ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xPave-WC : xRoundabout : xArch : x24X36 : oSurf-FG - MassGrading : xAnno : xTrees-JK : xBase : xBndry © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025TREE CONSERVATION DATAL1.01 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 8/21/2025 4:23 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:24 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.02 LANDSCAPE PLAN.DWG , [ L1.02 LANDSCAPE PLAN (RENDERING) ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xTrees-JK : xPave-WC : xRoundabout : xArch : x24X36 : xAnno : xBase : xBndry © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025LANDSCAPE PLAN SCHEMATIC RENDERINGBScale: NTSNORTHLANDSCAPE PLAN (RENDERING)L1.02 SYMBOLCOMMON / BOTANICAL NAMECONT.SIZESPACINGQTYTREESBald Cypress / Taxodium distichum4" cal12`-14` ht41Burr Oak / Quercus macrocarpa4" cal12`-14` ht37Cedar Elm / Ulmus crassifolia4" cal12`-14` ht38Lacebark Elm / Ulmus parvifolia4" cal12`-14` ht34Live Oak / Quercus virginana4" cal12`-14` ht66Sweet Gum / Liquidambar styraciflua4" cal12`-14` ht27FLOWERING TREESChaste Tree / Vitex agnus-castus65 gal10`-12` ht15Possumhaw Holly / Ilex decidua65 gal10`-12` ht58Texas Redbud / Cercis canadensis texensis65 gal10`-12` ht27SHRUBSDwarf Yaupon / Ilex vomitoria `Nana`3 gal24" h x 24" w36" OC86Nellie Stevens Holly / Ilex x `Nellie R Stevens`15 gal5` h X 2` w48" OC135SYMBOLCOMMON / BOTANICAL NAMECONT.SIZEQTYGROUND COVERSWintercreeper / Euonymus fortunei1 gal8"h x 8"w31,655 sfPLANT SCHEDULEFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL////////////FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFL FLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEVEVEVEV3257325832593260326132623263326432713273327732783279328032813283328432853287328832903292330833093310331233133314331533163317332133223323332433253326332733283329335833593361336333643366336733683369EXISTING QUALITY TREESRECOMMEND TO PRESERVEEXISTING QUALITY TREESRECOMMEND TO PRESERVEPromenade 'A'Promenade 'B'Promenade 'C'Promenade 'D'Parking Lot 'B'Parking Lot 'B'Parking Lot 'B'Parking Lot 'A'Parking Lot 'A'Parking Lot 'A'Promenade 'A'Promenade 'B 'Roundabout1014654.765STONE WALL B1015654.912STONE WALL C1016654.630STONE WALL END1033654.508STONE WALL B1034653.885STONE WALL END1037653.625STONE WALL B1038652.259STONE WALL END1041652.150STONE WALL B1042651.440STONE WALL END1045651.537STONE WALL B1046650.831STONE WALL END1049650.827STONE WALL B1050650.664STONE WALL C1051650.986STONE WALL C1052650.691STONE WALL C1053650.576STONE WALL C1058650.199STONE WALL END1061650.086STONE WALL B1062649.969STONE WALL END1065649.800STONE WALL B1066649.499STONE WALL END1073649.557STONE WALL B1074649.198STONE WALL END1079649.268STONE WALL B1080648.728STONE WALL END1085648.571STONE WALL B1086647.790STONE WALL END1091647.814STONE WALL B1092646.909STONE WALL END1097646.890STONE WALL B1098646.962STONE WALL END1103647.164STONE WALL B1104647.031STONE WALL C1105646.833STONE WALL C1112646.551STONE WALL END1119646.554STONE WALL B1121646.042STONE WALL END1126645.985STONE WALL B1127644.641STONE WALL END1132644.698STONE WALL B1133643.709STONE WALL END1138643.391STONE WALL B1139642.423STONE WALL END1144642.090STONE WALL B1145641.510STONE WALL C1147641.513STONE WALL C1148640.168STONE WALL C1149640.418STONE WALL C1154640.202STONE WALL END1160640.384STONE WALL B1170640.436STONE WALL END1192636.501FL 15" R.C.P.1213637.229FL 15" R.C.P.1353641.828FL 8" C.M.P.1354641.553FL 8" C.M.P.1370638.120FL 8" C.M.P.OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL CBL CBL CBL CBL CBLCBLCBLCBLCBLCBLCBLCBLCBLCBL GASGASGASGASGASGASOHL OHLOHLOHL OHLPARCEL 10A - CALLED 3.310 ACRESSTATE OF TEXASDOC. NO. D199245141-O.P.R.T.C.T.PARCEL 11STATE OF TEXASDOC. NO. D199245143O.P.R.T.C.T.40.2089 ACRES1,751,498 SQ. FT.CALLED 2.502 ACRESPARCEL 9ASTATE OF TEXASDOC. NO. D200285194OHL PROPOSED RIGHT-OF-WAY DEDICATION (BY SEPARATE INSTRUMENT)CONTROL OF ACCESS(PER RIGHT-OF-WAY MAP)BUILDING SETBACKBUILDING SETBACK20' WIDE RIGHT-OF-WAY EASEMENT10' WIDE PORTION OF A CALLED20' WIDE RIGHT-OF-WAY EASEMENT15' DRAINAGE EASEMENT17' WIDE UTILITY EASEMENT17' WIDE UTILITY EASEMENTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEE KIRKWOOD BLVDW STATE HWY 114NORTHWEST PKWYFOUNTAIN FEATUREWATER OVERLOOKThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 8/21/2025 4:23 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:24 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.02 LANDSCAPE PLAN.DWG , [ L1.03 LANDSCAPE PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xTrees-JK : xPave-WC : xRoundabout : xArch : x24X36 : xAnno : xBase : xBndry © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025LANDSCAPE PLANCScale: 1" = 80'0'80'160'Scale: 1" = 80'-0"NORTHLANDSCAPE PLANL1.03 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 8/21/2025 4:23 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:24 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.02 LANDSCAPE PLAN.DWG , [ L1.04 LANDSCAPE PLAN (CODE CALCULATIONS) ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xTrees-JK : xPave-WC : xRoundabout : xArch : x24X36 : xAnno : xBase : xBndry © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025LANDSCAPE PLAN (CODE CALCULATIONS)L1.04 FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL////////////FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFL FLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEVEVEVEV32573258325932603261326232633264326532663267326832693270327132723273327432753276327732783279328032813282328332843285328632873288328932903291329232933294329532963297329832993300330133023303330433053306330733083309331033113312331333143315331633173318331933203321332233233324332533263327332833293330333133323333333433353336333733383339334033413342334333443345334633473348334933503351335233533354335533563357335833593360336133623363336433653366336733683369337033713372337333743375337633773378337933803381338233833384338533863387338833893390339133923393339433953396339733983399340034013402340334043405340634073408340934103411341234133414341534161014654.765STONE WALL B1015654.912STONE WALL C1016654.630STONE WALL END1033654.508STONE WALL B1034653.885STONE WALL END1037653.625STONE WALL B1038652.259STONE WALL END1041652.150STONE WALL B1042651.440STONE WALL END1045651.537STONE WALL B1046650.831STONE WALL END1049650.827STONE WALL B1050650.664STONE WALL C1051650.986STONE WALL C1052650.691STONE WALL C1053650.576STONE WALL C1058650.199STONE WALL END1061650.086STONE WALL B1062649.969STONE WALL END1065649.800STONE WALL B1066649.499STONE WALL END1073649.557STONE WALL B1074649.198STONE WALL END1079649.268STONE WALL B1080648.728STONE WALL END1085648.571STONE WALL B1086647.790STONE WALL END1091647.814STONE WALL B1092646.909STONE WALL END1097646.890STONE WALL B1098646.962STONE WALL END1103647.164STONE WALL B1104647.031STONE WALL C1105646.833STONE WALL C1112646.551STONE WALL END1119646.554STONE WALL B1121646.042STONE WALL END1126645.985STONE WALL B1127644.641STONE WALL END1132644.698STONE WALL B1133643.709STONE WALL END1138643.391STONE WALL B1139642.423STONE WALL END1144642.090STONE WALL B1145641.510STONE WALL C1147641.513STONE WALL C1148640.168STONE WALL C1149640.418STONE WALL C1154640.202STONE WALL END1160640.384STONE WALL B1170640.436STONE WALL END1192636.501FL 15" R.C.P.1213637.229FL 15" R.C.P.1353641.828FL 8" C.M.P.1354641.553FL 8" C.M.P.1370638.120FL 8" C.M.P.OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL CBL CBL CBL CBL CBLCBLCBLCBLCBLCBLCBLCBLCBLCBL GASGASGASGASGASGASOHL OHLOHLOHL OHLPARCEL 10A - CALLED 3.310 ACRESSTATE OF TEXASDOC. NO. D199245141-O.P.R.T.C.T.PARCEL 11STATE OF TEXASDOC. NO. D199245143O.P.R.T.C.T.WYE INLETINLETINLETINLETINLETINLETINLETINLETGRATEINLETCALLED 2.502 ACRESPARCEL 9ASTATE OF TEXASDOC. NO. D200285194OHL PROPOSED RIGHT-OF-WAY DEDICATION (BY SEPARATE INSTRUMENT)CONTROL OF ACCESS(PER RIGHT-OF-WAY MAP)TREES OFF SITETREES IN R.O.W.TREES IN R.O.W.TREES OFF SITEBUILDING SETBACKBUILDING SETBACK20' WIDE RIGHT-OF-WAY EASEMENT10' WIDE PORTION OF A CALLED20' WIDE RIGHT-OF-WAY EASEMENT15' DRAINAGE EASEMENT17' WIDE UTILITY EASEMENT17' WIDE UTILITY EASEMENTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEE KIRKWOOD BLVDW STATE HWY 114NORTHWEST PKWYTREES TO BE REMOVEDTREES OFF SITEEXISTING QUALITY TREESRECOMMEND TO PRESERVEEXISTING QUALITY TREESRECOMMEND TO PRESERVESF: 121,680AC: 2.80SF:14,431AC: 0.33SF: 24,979AC: 0.57SF: 15,443AC: 0.35SF: 22,239AC: 0.51SF: 8,635AC: 0.20SF: 3,057AC: 0.07SF: 9,291AC: 0.21SF: 3611AC: 0.08SF: 23,734AC: 0.54SF: 28,536AC: 0.66THOROUGHFARESF: 25,214AC: 0.58PARKING LOT ASF: 20,696AC: 0.48PARKING LOT BSF: 22,882AC: 0.53This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 8/21/2025 4:31 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:31 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.02 OPEN SPACE PLAN.DWG , [ L1.05 OPEN SPACE PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xTrees-JK : xPave-WC : xRoundabout : xArch : x24X36 : xAnno : xBase : xBndry : 250725 Trademark Southlake - Shivers Farm Residential Concept Plan : 20250724-xBndry © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025OPEN SPACE PLANDScale: 1" = 80'0'80'160'Scale: 1" = 80'-0"NORTHOPEN SPACE PLANL1.05 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 8/21/2025 4:33 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:33 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.04 CUT SHEETS.DWG , [ L1.06 FURNISHINGS LIGHTING ]IMAGES BaldCypress1 : BaldCypress2 : BurOak1 : CedarElm1 : DesertWillow1 : LacebarkElm : LiveOak1 : PossumhawHolly2 : RedBud1.jpeg : SweetGum1.jpeg : TexasAsh1 : Vitex1 :XREFS x24X36 : xPlant © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025SITE LIGHTINGASITE FURNISHINGSBPARKING LOT LIGHTINGTREE UPLIGHTINGPLAZA LIGHTINGPEDESTRIAN LIGHTINGSTREET LIGHTINGBENCHTRASH CANBIKE RACKFURNISHINGS LIGHTINGL1.06 TREESBald Cypress / Taxodium distichum4" cal12`-14` htBurr Oak / Quercus macrocarpa4" cal12`-14` htCedar Elm / Ulmus crassifolia4" cal12`-14` htLacebark Elm / Ulmus parvifolia4" cal12`-14` htLive Oak / Quercus virginana4" cal12`-14` htSweet Gum / Liquidambar styraciflua4" cal12`-14` htFLOWERING TREESChaste Tree / Vitex agnus-castus65 gal10`-12` htPossumhaw Holly / Ilex decidua65 gal10`-12` htTexas Redbud / Cercis canadensis texensis65 gal10`-12` htThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 8/21/2025 4:33 PMPLOTTED BY KAPPELMAN, JULIA 8/21/2025 4:33 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.04 CUT SHEETS.DWG , [ L1.07 PLANTING ]IMAGES BaldCypress1 : BaldCypress2 : BurOak1 : CedarElm1 : DesertWillow1 : LacebarkElm : LiveOak1 : PossumhawHolly2 : RedBud1.jpeg : SweetGum1.jpeg : TexasAsh1 : Vitex1 :XREFS x24X36 : xPlant © 2025 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 08/21/2025 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245808/21/2025PLANTINGAORNAMENTAL / FLOWERING TREESAS INDICATED IN LANDSCAPE PLANCANOPY TREESPROPOSED DEVELOPMENT SHRUBS ANDGROUNDCOVERS:(PER CITY OF SOUTHLAKE RECOMMENDED LIST)Shrubs:Dwarf Burford HollyNellie R. Stevens HollyDwarf YauponGlossy AbeliaTexas SageRed YuccaDwarf Wax MyrtleNandinaIndian HawthornCleyeraGroundcovers:Creeping JuniperLantanaAsiatic JasmineWinter CreeperLiriopeBald Cypress / TaxodiumdistichumBurr Oak / Quercus macrocarpaCedar Elm / Ulmus crassifoliaLacebark Elm / Ulmus parvifoliaLive Oak / Quercus virginianaSweet Gum / Liquidambar styracifulaChaste tree / Vitex agnus-castusPossumhaw Holly / Ilex deciduaTexas Redbud / Cercis canadensis texensisPLANTINGL1.07 Southlake SouthLake, TX Concept Elevations Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 2 OF 17 Retail 1 Scale: 1/16”=1’1 Retail 1 Scale: 1/16”=1’2 Concept Elevations SOUTH WEST ELEVATION - BUILDING 4 SOUTH WEST ELEVATION - BUILDING 5 LED WALL SCONCE DARK BRONZE ALUMINUM STOREFRONT SYSTEM WITH PAIR OF SLIDING DOORS - PROVIDE INT. HORIZ. STEEL @ 10' AFF 3-COAT STUCCO FINISH - PAINT COLOR TBD, TYPICAL METAL COPING CAP ENTRY GABLES SHALL BE STANDING SEAM METAL ROOF WITH 8" METAL FASCIA TO MATCH ROOF FINISH - SOFFIT TO PROJECT 24" AND TO BE CEDAR DECKING WITH FAUX CEDAR RAFTER TAILS; 6" W X 10" DEEP 49'-8"39'-0"34'-0"July, 28, 2025 Retail 1 Scale: 1/16”=1’1 SOUTH WEST ELEVATION - BUILDING 4 224'-0" 236'-10 1/4" Retail 1 Scale: 1/16”=1’2 SOUTH WEST ELEVATION - BUILDING 5 247'-0"23'-0"28'-6"DECORATIVE BARN LIGHT LED SCONCES BARN LIGHT GOOSENECK LED SIGN LIGHTING VERTICAL CEMETITOUS SIDING - PAINT FINISH 12'h x 10'W ALUMINUM STOREFRONT PAINTED BRICK (TYP) VERTICAL WOOD SIDING - OPAQUE STAIN FINISH 27'-0"27'-0"MURAL ART Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 3 OF 17 Retail 1 Scale: 1/16”=1’3 Retail 1 Scale: 1/16”=1’4 Concept Elevations 152'-0" 90'-0" 57'-0" 3-COAT STUCCO FINISH - PAINT COLOR TBD, TYPICAL July, 28, 2025 PAINTED BRICK (TYP)50'-4 1/4"49'-8"40'-1 1/4"50'-4 1/4"49'-8"3-COAT STUCCO FINISH - PAINT COLOR TBD, TYP STANDING SEAM METAL ROOF 39'-0"19'-4"ALUMINUM STOREFRONT STANDING SEAM METAL ROOF Retail 1 Scale: 1/16”=1’3 SOUTHWEST ELEVATION BUILDING 4 - 5 NORTHWEST ELEVATION BUILDING 419'-4"S 1 S 2 152'-0" 57'-0"40'-1 1/4"39'-0" Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 4 OF 17 Retail 1 Scale: 1/16”=1’5 Retail 1 Scale: 1/16”=1’6 Concept Elevations 3-COAT STUCCO FINISH - PAINT COLOR TBD, TYP Retail 1 Scale: 1/16”=1’3 NORTHEAST ELEVATION BUILDING 4S 1 20'-1 3/4"39'-0"NORTHEAST ELEVATION BUILDING 5S 2 July, 28, 2025 120'-2" 3-COAT STUCCO FINISH - PAINT COLOR TBD, TYP PERFORATED METAL RTU SCREEN 224-0"14'-7 3/4"28-6"10'-3 1/2"23-0" Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 5 OF 17 Retail 2 Scale: 1/16”=1’7 Retail 2 Scale: 1/16”=1’8 Concept Elevations Retail 2 Scale: 1/16”=1’7 Retail 2 Scale: 1/16”=1’8 Retail 2 Scale: 1/16”=1’9 Retail 2 Scale: 1/16”=1’10 Retail 1 Scale: 1/16”=1’3 SOUTHWEST ELEVATION BUILDING 2S 1 Retail 1 Scale: 1/16”=1’3 SOUTHEAST ELEVATION BUILDING 2S 1 S 2 NORTHWEST ELEVATION BUILDING 2 NORTHEAST ELEVATION BUILDING 2 3 416'-8"18'-8"57'-4"18'-8"16'-8"16'-8"18'-8"18'-8"31'-1"21'-8"54'-7" METAL CANOPY DECORATIVE GOOSENECK LIGHTING PAINTED BRICK HORIZONTAL PANELS - WOOD FINISH COLOR TBD HORIZONTAL PANELS - WOOD FINISH COLOR TBDPAINTED BRICK HORIZONTAL PANELS - WOOD FINISH COLOR TBD HORIZONTAL PANELS - WOOD FINISH COLOR TBD PAINTED BRICK July, 28, 2025 Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 7 OF 17 Concept Elevations Retail 3 Scale: 1/16”=1’11 Retail 3 Scale: 1/16”=1’12 150'-8"SOUTHWEST ELEVATION BUILDING 8S 1 S 2 NORTHWEST ELEVATION BUILDING 8 57'-6 3/4"24'-11"24'-11"18'-5"18'-5"57'-6 3/4"18'-5"24'-9"169-0" 74-6" PERFORATED METAL RTU SCREEN 8" DEEP ALUMINUM COPING CORNICE PROFILE VERTICAL PANELS - WOOD FINISH COLOR TBD WOOD CANOPY STRUCTURE WITH STANDING SEAM METAL SMOOTH FINISH STUCCO PRE-FAB METAL CANOPIES WOOD CANOPY STRUCTURE WITH STANDING SEAM METAL SMOOTH FINISH STUCCOHORIZONTAL PANELS - WOOD FINISH COLOR TBD HORIZONTAL PANELS - WOOD FINISH COLOR TBD Retail 3 Scale: 1/16”=1’12S 2 SOUTH WEST ELEVATION BUILDING 8 57'-6 3/4"74-6" 3 SOUTHEAST ELEVATION BUILDING 8 July, 28, 2025 Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 8 OF 17 Concept Elevations Retail 3 Scale: 1/16”=1’13 NORTH EAST ELEVATION BUILDING 8S 1 153'-2 1/2"169-0"18'-5"PERFORATED METAL RTU SCREEN HORIZONTAL PANELS - WOOD FINISH COLOR TBD SMOOTH FINISH STUCCOALUMINUM STOREFRONT July, 28, 2025 Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 9 OF 17 Retail 4 Scale: 1/16”=1’14 Concept Elevations July, 28, 2025 SPANDREL GLASS DK BRONZE PAINTED METAL COPING DK BRONZE PAINTED METAL COPING HORIZONTAL PANELS - WOOD FINISH COLOR TBD PAINTED CEMENT BOARD FOR CIRCULATION CORE SCREENING PERFORATED METAL RTU SCREEN HORIZONTAL PANELS - WOOD FINISH COLOR TBD PERFORATED METAL RTU SCREEN STONE VENEERDECORATIVE GOOSENECK LIGHTING ARCHITECTURAL STEEL CANOPY - 12" CHANNEL SHAPE FRAME WITH METAL ROOF DECK AND EXTERNAL SCUPPER TO FRONT/SIDE. PROVIDE TIE RODS BACK TO BUILDING AT HEIGHT OF PERIMETER FLOOR BEAM SOUTH WEST ELEVATION BUILDING 10/11/12 GLASS AND ALUMINUM RAILING ALUMINUM STOREFRONT, TYP. AT RETAIL LEVEL (U.N.O.)63'-10"60'-8"221'-0" S 1 Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 10 OF 17 Concept Elevations Retail 4 Scale: 1/16”=1’15 July, 28, 2025 221'-0"60'-8"63'-10"NORTH WEST ELEVATION BUILDING 10/11/12S 1 DK BRONZE PAINTED METAL COPING HORIZONTAL PANELS - WOOD FINISH COLOR TBD PERFORATED METAL RTU SCREEN ALUMINUM STOREFRONT, TYP. AT RETAIL LEVEL (U.N.O.) HORIZONTAL PANELS - WOOD FINISH COLOR TBDSTONE VENEER ALUMINUM STOREFRONT, TYP. Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 11 OF 17 Concept Elevations Retail 4 Scale: 1/16”=1’16Retail 4 Scale: 1/16”=1’16 Retail 4 Scale: 1/16”=1’17 July, 28, 2025 SOUTH EAST ELEVATION BUILDING 10/11/12S 1 S 2 NORTH WEST ELEVATION BUILDING 10/11/12 80'-8"80'-8"58'-9 1/2"63-10"58'-9 1/2"63-10"HORIZONTAL PANELS - WOOD FINISH COLOR TBD HORIZONTAL PANELS - WOOD FINISH COLOR TBD PERFORATED METAL RTU SCREENPERFORATED METAL RTU SCREEN DK BRONZE PAINTED METAL COPING HORIZONTAL PANELS - WOOD FINISH COLOR TBD STONE VENEERALUMINUM STOREFRONT, TYP. AT RETAIL LEVEL (U.N.O.) ALUMINUM STOREFRONT, TYP. AT RETAIL LEVEL (U.N.O.) ALUMINUM STOREFRONT, TYP.ALUMINUM STOREFRONT, TYP. Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 13 OF 17 Retail 5 Scale: 1/16”=1’18 Concept Elevations Retail 5 Scale: 1/16”=1’19 Retail 5 Scale: 1/16”=1’18 Retail 5 Scale: 1/16”=1’19 Retail 5 Scale: 1/16”=1’20 Retail 5 Scale: 1/16”=1’21 July, 28, 2025 SOUTHWEST ELEVATION BUILDING 3 NORTHEAST ELEVATION BUILDING 3S 1 S 2 3 4 SOUTHEAST ELEVATION BUILDING 3 NORTHWEST ELEVATION BUILDING 324'-0"24'-0"24'-0"24'-0"81'-6 3/4"80'-0"81'-6 3/4"80'-0" 52'-5 3/4"49'-0"52'-5 3/4"49'-0" BOARD AND BATTEN COLOR TBD BOARD AND BATTEN COLOR TBD BOARD AND BATTEN COLOR TBD BOARD AND BATTEN COLOR TBD PAINTED METAL PANEL PAINTED METAL PANEL PAINTED METAL PANEL PAINTED METAL PANEL PERFORATED METAL RTU SCREEN PERFORATED METAL RTU SCREEN PERFORATED METAL RTU SCREEN PERFORATED METAL RTU SCREEN Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 15 OF 17 Retail 6 Scale: 1/16”=1’22 Concept Elevations Retail 6 Scale: 1/16”=1’23 July, 28, 2025 S 1 S 2 NORTHWEST ELEVATION BUILDINGS 6/7 SOUTHWEST ELEVATION BUILDINGS 6/7 BRICK (COLOR TBD)VERTICAL PANELS - WOOD FINISH COLOR TBD DECORATIVE GOOSENECK LIGHTING STOREFRONT ALUMINUM WINDOWS PERFORATED METAL RTU SCREEN 8" DEEP ALUMINUM COPING CORNICE PROFILE STONE VENEER DECORATIVE GOOSENECK LIGHTING STOREFRONT ALUMINUM WINDOWS PERFORATED METAL RTU SCREEN 8" DEEP ALUMINUM COPING CORNICE PROFILE STONE VENEER 130'-0" 128'-6"110'-1/4" DECORATIVE GOOSENECK LIGHTING 27'-0"27'-0" Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 16 OF 17 Retail 6 Scale: 1/16”=1’24 Concept Elevations Retail 6 Scale: 1/16”=1’25 July, 28, 2025 S 1 NORTHEAST ELEVATION BUILDINGS 6/7 S 2 SOUTHEAST ELEVATION BUILDINGS 6/7 BRICK (COLOR TBD) VERTICAL PANELS - WOOD FINISH COLOR TBD PERFORATED METAL RTU SCREEN 8" DEEP ALUMINUM COPING CORNICE PROFILE VERTICAL PANELS - WOOD FINISH COLOR TBD DECORATIVE GOOSENECK LIGHTINGPERFORATED METAL RTU SCREEN STONE VENEER STOREFRONT ALUMINUM WINDOWS 132'-8 1/4"110'-1/4" STOREFRONT ALUMINUM WINDOWS 131'-6 3/4"130'-0"27'-0"27'-0" Southlake | SouthLake, TX © dwell design studio, llc - ALL RIGHTS RESERVED July 24, 2025 Page 17 OF 17 Retail 7 Scale: 1/16”=1’26 Retail 7 Scale: 1/16”=1’28 Concept Elevations Retail 7 Scale: 1/16”=1’27 Retail 7 Scale: 1/16”=1’29 July, 28, 2025 S 1 SOUTHWEST ELEVATION BUILDINGS 9 S 2 NORTHWEST ELEVATION BUILDINGS 9 3 SOUTHEAST ELEVATION BUILDING 9 4 NORTHWEST ELEVATION BUILDING 9 METAL ROOF WITH WOOD SOFFIT CANTILEVER OPEN WEB STEEL JOIST PERFORATED METAL RTU SCREEN STOREFRONT ALUMINUM WINDOWS METAL CLADDING METAL CLADDING STOREFRONT ALUMINUM WINDOWS PERFORATED METAL RTU SCREEN METAL ROOF WITH WOOD SOFFIT CANTILEVER OPEN WEB STEEL JOIST PERFORATED METAL RTU SCREEN PERFORATED METAL RTU SCREEN METAL ROOF WITH WOOD SOFFIT METAL ROOF WITH WOOD SOFFIT STOREFRONT ALUMINUM WINDOWS BRICK METAL CLADDING METAL CLADDING 50'-8"15'-10"15'-10"50'-8" 30'-8" 30'-8"15'-10"15'-10" FLFLFLFLFLFLFLFLFL F L F L S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8"SS 8"SS 8"SSS 8"SS G G OH E OH E OH E OH E 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWF G1222641.113GAS METERG1223640.878GAS METER G1229642.804UG GAS MARKER ATMOS G1230642.923GAS VALVE BINGHAM TAYLOR GAS F G1243644.062UG GAS MARKER ATMOS G1244644.191UG GAS MARKER ATMOS F G1252651.471UG GAS MARKER ATMOSG1253651.500GAS TEST STA NO INFORMATION G1257651.378GAS METER G1297650.233UG GAS MARKER ATMOS G1310643.549GAS VALVE BINGHAM TAYLOR GASG1311643.565UG GAS MARKER ATMOS G1326643.923GAS VALVE BINGHAM TAYLOR GASG1327643.790UG GAS MARKER ATMOS G1328644.102UG GAS MARKER ATMOSG1329644.547GAS TEST STA ATMOS P PF P PF P PF P F FP F P FP P E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXX CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASOHEOHEOHEOHEG2170646.507UG GAS MARKER ILLEGIBLE F S2191648.006SAN. SEWER MANHOLE G2192648.791UG GAS MARKER ATMOSG2193649.476GAS TEST STA ATMOS OHE15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8440, PG. 768 D.R.T.C.T. PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. PART OF LOT 1 PART OF LOT 2 E KIRKWOOD BLVD N WHITE CHAPEL BLVDCALLED 1.263 ACRES REBECCA S. UTLEY AND DEBRA S. PURYEAR DOC.NO. D223056415 O.P.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T.W STATE HWY 1 1 4 PART OF LOT 3645650 64 3 6 4 4 646 647 6 4 8 649 6 5 1 651651 65 2 653 654 6456506506 5 0 6416426436446466476486496 5 1 6 5 2 653654 650 6 4 8 6496496496516 5 2 653 65 4 650655649649651652653654656657658645642 64364464 6 6476486496 4 5 6 5 0 6 4 2 6426426 43 6 4 4 6466 4 7648649 6 5 1 6 5 2 6556 6 0 6526536546566576 5 8 65 9 6406 4 5 65065564164264364 4 6 4 6 6 4 7 6 4 8 64 9 6516526 5 3 6 5 4 645650655 642643644646647648649651652 653654 640645650 6416426436446466476486 4 8648 649651652 653 645 643 644645641642643644 BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 100-YR WSEL: 646.2'650655649651652653654655 6 5 2 653654 650 6 5 1 652646 647 650651650649651 6456 5 0 64464664764864965 1 650 64 6 64 7 648649 650 649 651 65265265 3653 6 4 5 6 5 0 6 4 4 6 4 6 6 4 7 6 4 8 6 4 9 650650 6 5 0 6496496 5 1 648 648 651651651652 652653 653651 652652 65 1 FFE: 653.00 FFE: 653.50 FFE: 652.00 FFE: 653.00 FFE: 652.50 FFE: 650.00 FFE: 650.00 FFE: 652.50 FFE: 652.50 FFE: 651.50 6 4 8 650 648 649 651 65 2 653 654640639641642643644 633641642.00BW 642.00BW 642.00BW 648.00TW 648.00TW 648.00TW 640.49BW 654.00TW 65165265 2 65 3 653 653 654 650 655651 652 653 6 5 4 656 657 647.83BW 654.00TW 642.00BW 648.00TW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 4:02 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:51 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-GRADING-PLAN.DWG , [ 24x36 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xHard : xSite-South : xEsmt-Commerical : xPave-WCEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDGRADINGPLANC-300 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. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR LEGEND 675.00 FFE 675.00 TW 675.00 BW 0 GRAPHIC SCALE IN FEET 100 50 100 200 NORTH CITY CASE NO. ZA25-0045 FLFLF LFLFLFLFLFLFL F L F L 8"W 8"W 8"W G G OH E OH E OH E OH EWWN89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / ///// /FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV W STATE HWY 1 1 4 E KIRKWOOD BLVD N WHITE CHAPEL BLVDLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. PART OF LOT 1 PART OF LOT 2 PART OF LOT 3 CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 3, BLOCK A 9.350 ACRES 407,266 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 3, BLOCK A 9.350 ACRES 407,266 SF 50' ROW50' ROWPROPOSED ACCESSIBLE ROUTE (TYP.) PROPOSED ACCESSIBLE ROUTE (TYP.) PROPOSED 5' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 7' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 7' SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 8' SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 8.5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALKPROPOSED 5' CROSSWALK PROPOSED 5' CROSSWALK PROPOSED 5' SIDEWALK 99' ROW PROPOSED 8' SIDEWALK100' ROW100' RO W 50' ROW45' HALF ROW DEDICATION 55' HALF ROW DEDICATION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 1:59 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:18 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-PEDESTRIAN-ACCESS-EXHIBIT.DWG , [ PEDESTRIAN ACCESS EXHIBIT ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xEsmt-Commerical : xbndy : xHatch : xSite-South : xPave-WC : xHard© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE067545015AGBQEKCMDPEDESTRIAN ACCESSEXHIBITC-EX PEDESTRIAN ACCESS EXHIBIT FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. NORTH 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS. 2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED. 3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLIC RIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAME MASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THE OPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEING SERVICED. 4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED). 5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLY SCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCH THE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING. 6.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY. 7.ALL PARKING SPACES TO BE 9’ X18'. 8.ALL STRIPING IN PARKING LOTS SHALL BE WHITE. 9.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OF CONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BE IN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH. 10.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES NORTH LEGEND PROPERTY LINE PROPOSED SIDEWALK PROPOSED PUBLIC 8' SIDEWALK PROPOSED PUBLIC 5' SIDEWALK PROPOSED PRIVATE SIDEWALK LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT PUBLIC CONCRETE PAVEMENT S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8"SS 8"SSS 8"SS G G OH E OH E OH E OH E 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWF G1222641.113GAS METERG1223640.878GAS METER G1229642.804UG GAS MARKER ATMOS G1230642.923GAS VALVE BINGHAM TAYLOR GAS F G1243644.062UG GAS MARKER ATMOS G1244644.191UG GAS MARKER ATMOS F G1252651.471UG GAS MARKER ATMOSG1253651.500GAS TEST STA NO INFORMATION G1257651.378GAS METER G1297650.233UG GAS MARKER ATMOS G1310643.549GAS VALVE BINGHAM TAYLOR GASG1311643.565UG GAS MARKER ATMOS G1326643.923GAS VALVE BINGHAM TAYLOR GASG1327643.790UG GAS MARKER ATMOS G1328644.102UG GAS MARKER ATMOSG1329644.547GAS TEST STA ATMOS P PF P PF P PF P F FP F P FP P E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXX CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASOHEOHEOHEOHEG2170646.507UG GAS MARKER ILLEGIBLE F S2191648.006SAN. SEWER MANHOLE G2192648.791UG GAS MARKER ATMOSG2193649.476GAS TEST STA ATMOS OHEN89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV 645650 646647648649 652 653654650 655651 652 653 654 6 4 5 6 5 0 6 4 4 6 4 6 6 4 7 6 4 8 6 4 9 6516506 4 8 6 4 9 65115.57 cfs DA-POND.1 1.81 ac 2.33 cfs DA-RD.1 0.28 ac 6.70 cfs DA-RD.4 0.82 ac 3.53 cfs DA-RD.5 0.43 ac 1.13 cfs DA-RD.6 0.14 ac 1.41 cfs DA-RD.7 0.17 ac 2.37 cfs DA-RD.8 0.29 ac 3.34 cfs DA-RD.9 0.41 ac 1.79 cfs DA-RD.10 0.22 ac 10.84 cfs DA-A 1.32 ac 8.35 cfs DA-A.1 1.02 ac 4.46 cfs DA-A.2 0.54 ac 6.07 cfs DA-A.3 0.74 ac 4.95 cfs DA-D.1 0.92 ac 5.40 cfs DA-D.2 1.01 ac 2.87 cfs DA-D.3 0.53 ac 13.48 cfs DA-E.2 1.53 ac 7.43 cfs DA-A.8 0.91 ac5.58 cfs DA-A.7 0.68 ac 7.60 cfs DA-A.6 0.93 ac 6.75 cfs DA-A.5 0.82 ac 8.94 cfs DA-E.3 1.02 ac 13.00 cfs DA-A.9 1.59 ac 4.06 cfs DA-B 0.49 ac 1.42 cfs DA-B.1 0.17 ac 16.03 cfs DA-B.2 1.95 ac 3.63 cfs DA-B.4 0.44 ac 6.43 cfs DA-B.5 0.78 ac 10.04 cfs DA-B.6 1.22 ac 6.49 cfs DA-B.7 0.79 ac 2.66 cfs DA-C.2 0.50 ac 5.69 cfs DA-C.3 1.06 ac 7.86 cfs DA-C.7 1.46 ac 7.19 cfs OS-2 2.46 ac 7.43 cfs DA-C.6 1.38 ac 0.54 cfs DA-RD.2 0.07 ac 0.72 cfs DA-RD.3 0.09 ac 3.76 cfs DA-A.4 0.46 ac 1.79 cfs DA-E 0.20 ac 3.71 cfs DA-E.1 0.42 ac 6.25 cfs DA-D 1.16 ac 10.62 cfs DA-C 1.98 ac 7.71 cfs OS-3 2.63 ac 4.44 cfs DA-C.1 0.83 ac 1.40 cfs DA-C.5 0.26 ac 4.89 cfs DA-C.4 0.91 ac 2.84 cfs DA-B.3 0.35 ac 7.93 cfs OS-1 2.71 ac DRAINAGE AREA TABLE DRAINAGE AREA NO. DA-A DA-A.1 DA-A.2 DA-A.3 DA-A.4 DA-A.5 DA-A.6 DA-A.7 DA-A.8 DA-A.9 DA-B DA-B.1 DA-B.2 DA-B.3 DA-B.4 DA-B.5 DA-B.6 DA-B.7 DA-C DA-C.1 DA-C.2 DA-C.3 DA-C.4 DA-C.5 DA-C.6 DA-C.7 DA-D DA-D.1 DA-D.2 DA-D.3 DA-E DA-E.1 DA-E.2 DA-E.3 DA-POND.1 DA-RD.1 DA-RD.2 DA-RD.3 DA-RD.4 DA-RD.5 DA-RD.6 DA-RD.7 DA-RD.8 DA-RD.9 DA-RD.10 OS-1 OS-2 OS-3 AREA (ac) 1.32 1.02 0.54 0.74 0.46 0.82 0.93 0.68 0.91 1.59 0.49 0.17 1.95 0.35 0.44 0.78 1.22 0.79 1.98 0.83 0.50 1.06 0.91 0.26 1.38 1.46 1.16 0.92 1.01 0.53 0.20 0.42 1.53 1.02 1.81 0.28 0.07 0.09 0.82 0.43 0.14 0.17 0.29 0.41 0.22 2.71 2.46 2.63 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 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 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 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.90 0.90 0.90 0.90 0.88 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.30 0.30 0.30 TIME OF CONCENTRATION (minutes) 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 15 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 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 9.76 9.76 9.76 9.76 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.63 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 TOTAL FLOW Q100 (cfs) 10.84 8.35 4.46 6.07 3.76 6.75 7.60 5.58 7.43 13.00 4.06 1.42 16.03 2.84 3.63 6.43 10.04 6.49 10.62 4.44 2.66 5.69 4.89 1.40 7.43 7.86 6.25 4.95 5.40 2.87 1.79 3.71 13.48 8.94 15.57 2.33 0.54 0.72 6.70 3.53 1.13 1.41 2.37 3.34 1.79 7.93 7.19 7.71This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/21/2025 3:44 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 3:48 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-PROPDAM-PLAN.DWG , [ 24x36 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xLabel : xStrm : xUtil : oDmap : x24X36Engineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDPROPOSED DRAINAGEAREA MAPC-401 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 NORTH 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 CITY CASE NO. ZA25-0045 08/21/2025 FLFLF LFLFLFLFLFLFL F L F LFLFLF LFLFLFLFLFLFL F L F L N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15' SS SS SS SS SSS SS G G 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHES2191648.006SAN. SEWER MANHOLE OHEFLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 13XPART OF LOT 1 PART OF LOT 2 N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15' 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T.15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8440, PG. 768 D.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. CALLED 1.263 ACRES REBECCA S. UTLEY AND DEBRA S. PURYEAR DOC.NO. D223056415 O.P.R.T.C.T. BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. SS SSSSSSSSSSSSSSSS SSSSSS SS S S S S S S S S W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWSS S S SSS S S W W W W W WWWWWWWWWWWWWWWWW W W W W W W W W 12"W12"W12"W12"W 1 2 "W 1 2 "W 1 2 "W 12 " W 12 " W 12" W 8"W 8"W 8"W W W W WWW WW W S S S S SS S S SSSSS S SWWWW WSS SSS SSSSS S WWS S S WWEX. 8" SEWER50' BU ILD ING SETBACK EX. 44' ROW DEDICATION BY CARILLON PARC PHASE 1A 6" SE W E R 8" SEWER 6" SE W E R 8" SEWER8" S E W E R 8" SEWER8" SEWER 8" S E W E R 8" SEWER 6" SE W E R 8" SEWER 8" SEWER 4" SE W E R CONNECT TO EX. 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 END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING END 4" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE 8" SEWER INSTALL: 1-4' MANHOLE END 8" SANITARY SEWER 5-FEET FROM BUILDING INSTALL: 1-4' MANHOLE END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE END 6" SANITARY SEWER 5-FEET FROM BUILDING EXISTING 8" SEWER PROPOSED 15' SEWER EASEMENTEX. 5'X3 ' BOX SEWERW STATE HWY 114 E KIRKWOOD BLVD N WHITE CHAPEL BLVDSSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH EX. SSMH SSMH SSMHSSMH SSMH SSMH SSMH SSMHSSMH FHFH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH SSMH CI CI CI CI CI CI CI GI PART OF LOT 3 JB JB JB JB JB JB JB EX. SSMH CI JB JB JB JB CI JB CI CI JB CI CI JB CI CI JB CI CI JB JB CI CI JBCI CI JB CI CI CI GI 50' ROW 50' ROW50' ROW100' ROW100' RO W 50' ROW13.0' 17.0'42.0'11.0 ' 88' ROW 44' HALF ROW DEDICATION GI GI GI INSTALL: 1-4' MANHOLE SSMH INSTALL: 1-4' MANHOLE SSMH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 1:28 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:20 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SANITARY-PLAN.DWG , [ SANITARY SEWER PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xLabel : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xbndy : xSite-South : xEsmt-Commerical : xPave-WCEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDSANITARYSEWER PLANC-500 0 GRAPHIC SCALE IN FEET 100 50 100 200 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 UTILITY LEGEND S SSMH D STMH JB CI FH 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 YARD INLET PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT NORTH CITY CASE NO. ZA25-0045 08/21/2025