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ZA26-0043-ZSP-1800 and 1900 N White Chapel Blvd
PUBLIC HEARING NOTICE ZA26-0043 • Zoning Change and Site Plan for Shivers’ Farm on property described as Lots 1A03 and 1A, James J. West Survey, Abstract 1620 and located at 1800 and 1900 N. White Chapel Boulevard. • Current Zoning: “ECZ” Employment Center Zoning District. • Requested Zoning: “ECZ” Employment Center Zoning District. • Purpose: The purpose of this request is to seek approval of a Zoning Change and Site Plan for building 900 to allow medical uses. Dear Property Owner: Your property has been identified as being within 300 feet of the above referenced Zoning Change and Site Plan application. If you wish to register your opposition or support to this case, you may complete the enclosed Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice), email (email listed at the bottom of the notice), or fax a copy to the department (fax number listed at the top 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 if you have any questions: Project Contact: Melissa Burnett, Email: mburnett@ci.southlake.tx.us Dept. Phone: (817) 748-8621 CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 Fax: (817) 748-8077 www.cityofsouthlake.com Planning and Zoning Commission Thursday, June 18, 2026 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA26-0043: Zoning Change and Site Plan for 1800 and 1900 N. White Chapel Boulevard Meeting Date: May 7, 2026 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 WHITE CHAPELKI RKWOODWHEELERLUCER NEWHE E L E R W H I T E CHAPELVICENZAMURANO LA RAMBLA KIRKWOOD BR E N T W OODMETAIRIE CLEAR Y VIT Z NAUFOX GLENN SH 114 SH 1 1 4 SH114 S H 1 1 4S H 1 1 4 SH 1 1 4 Vicinity Map ¯ 1800 N White Chapel Blvd, 1900 N White Chapel Blvd ZA26-0043 0 0.04 0.08 0.12 0.160.02 Miles kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 June 1, 2026 City of Southlake Department of Planning & Development Services 1400 Main Street Suire 310 Southlake, TX 76092 RE: Shivers’ Farm Building 900 – Project Narrative To whom it may concern, The proposed development is an approximate 40.2-acre mixed use development located near the northwest corner of State Highway 114 and North White Chapel Boulevard in Southlake Texas. The proposed development received zoning approval with City case No. ZA25-0045. The purpose of the application is to receive Zoning and Elevation approval for the proposed building 900. This building is proposed at the southeast corner of the Shivers Farm development. This project consists of a one story building and will be constructed in one phase. Allowed uses for the building have been identified on the Site Plan. All fire lane paving, storm, sewer and water infrastructure are being approved and built with PWC26-0003 plans. Please let us know if you have any questions or if additional information would be helpful as this submittal is reviewed. Sincerely, Christopher Dells Kimley-Horn and Associates, Inc. T: 972-910-2931 E: chris.dells@kimley-horn.com NOTES: All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. This document was prepared under 22 TAC §138.95, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. JJW DJD Jun. 2026 067545015 1 OF 2 ZONING DESCRIPTION PROPOSED LOT 3, BLOCK A TRADEMARK SOUTHLAKE Scale Drawn by N/A Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 BEING a tract of land situated in the James J. West Survey, Abstract No. 1620, City of Southlake, Tarrant County, Texas, and being a remaining portion of a called 43.520 acre tract of land described in the Special Warranty Deeds to The Shivers Family Partnership, Ltd. recorded in Document No. D198104441 and Document No. D198104442, Official Public Records, Tarrant County, Texas, as modified in the Correction Special Warranty Deeds recorded in Document No. D198279671 and Document No. D198279673, Official Public Records of Tarrant County, Texas, and being a portion of a called 1.263 acre tract of land described in the Executor General Warranty Deed to Rebecca S. Utley and Debra S. Puryear recorded in Document No. D223056415, Official Public Records of Tarrant County, Texas, said tract being more particularly described as follows: BEGINNING at the southeast corner of that called 3.310 acre tract of land designated as Parcel 10A in the Donation Deed to the State of Texas for State Highway No. 114 (a Controlled Access Highway facility of a variable width) recorded in Document No. 199245141, Official Public Records of Tarrant County, Texas, and being the northeast corner of that called 20,294 square foot tract of land designated as Parcel 11 in the Donation Deed to the State of Texas recorded in Document No. D199245143, Official Public Records of Tarrant County, Texas and the east right-of-way line of State Highway No. 114 (a Controlled Access Highway facility of a variable width) and being the beginning of a non-tangent curve to the right, having a central angle of 12°47'37", a radius of 1,889.86 feet, a chord bearing and distance of North 44°40'29" West, 421.11 feet; THENCE with said east right-of-way line of State Highway No. 114, the following courses and distances: Northwesterly with said non-tangent curve to the right, an arc distance of 421.99 feet to a Brass Disk stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found for the beginning of a compound curve to the right with a radius of 2,658.52 feet, a central angle of 03°30'43", and a chord bearing and distance of North 36°31'19" West, 162.92 feet; In a northwesterly direction, with said compound curve to the right, an arc distance of 162.95 feet to a point for corner; THENCE over and across said 43.520 acre tract, the following courses and distances: North 60°58'57" East, a distance of 499.37 feet to a point at the beginning of a tangent curve to the left with a radius of 300.00 feet, a central angle of 11°26'11", and a chord bearing and distance of North 55°15'51" East, 59.78 feet; In a northeasterly direction, with said tangent curve to the left, an arc distance of 59.88 feet to a point for corner at the beginning of a compound curve to the left with a radius of 199.50 feet, a central angle of 23°24'16", and a chord bearing and distance of North 37°50'38" East, 80.93 feet; In a northeasterly direction, with said compound curve to the left, an arc distance of 81.49 feet to a point for corner; MENDOZA, CANDE 6/1/2026 2:34 PM K:\DAL_SURVEY\067545015-TRADEMARK SOUTHLAKE\DWG\067545015-TRADEMARK SOUTHLAKE-EXH_ZONING EXHIBIT.DWG NOTES: All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. This document was prepared under 22 TAC §138.95, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. JJW DJD Jun. 2026 067545015 1 OF 2 ZONING DESCRIPTION PROPOSED LOT 3, BLOCK A TRADEMARK SOUTHLAKE Scale Drawn by N/A Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 South 52°46'11" East, a total distance of 63.33 feet to a point for corner; South 50°24'13" West, a distance of 106.84 feet to a point at the beginning of a tangent curve to the left with a radius of 110.00 feet, a central angle of 79°25'16", and a chord bearing and distance of South 10°41'35" West, 140.56 feet; In a southwesterly direction, with said tangent curve to the left, an arc distance of 152.48 feet to a point for corner; South 29°01'03" East, a distance of 71.65 feet to a point for corner at the beginning of a tangent curve to the left with a radius of 100.00 feet, a central angle of 39°35'02", and a chord bearing and distance of South 48°48'34" East, 67.72 feet; In a southeasterly direction, with said tangent curve to the left, an arc distance of 69.09 feet to a point for corner at the beginning of a reverse curve to the right with a radius of 150.00 feet, a central angle of 38°36'49", and a chord bearing and distance of South 49°17'41" East, 99.19 feet; In a southeasterly direction, with said reverse curve to the right, an arc distance of 101.09 feet to a point for corner; South 29°59'16" East, a distance of 159.15 feet to a point for corner; North 89°28'39" East, a distance of 522.38 feet to a point for corner; South 00°18'41" East, a distance of 216.42 feet to a point for corner in the south line of said 1.263 acre tract and the north line of Parkway Office Center Addition, an addition to the City of Southlake, Texas according to the plat recorded in Instrument No. D224150544, Official Public Records, Tarrant County, Texas. THENCE South 89°41'16" West, with the south line of said 43.520 acre tract, the south line of said 1.263 acre tract, the north line of said Parkway Office Center Addition and the north line of Block 1 of Parkway Offices Center Addition, an addition to the City of Southlake, Texas according to the plat recorded in Cabinet 388-184, Slide 71 of the Plat Records of Tarrant County, Texas, a distance of 848.45 feet to the POINT OF BEGINNING and containing a computed area of 401,384 square feet or 9.215 acres of land. MENDOZA, CANDE 6/1/2026 2:34 PM K:\DAL_SURVEY\067545015-TRADEMARK SOUTHLAKE\DWG\067545015-TRADEMARK SOUTHLAKE-EXH_ZONING EXHIBIT.DWG ________________________________ DAVID J. De WEIRDT REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5066 david.deweirdt@kimley-horn.com STA T E O F T E X ASRE G I S T ER E DLAN D SU R V E Y O RPRO F E S S I O N AL5066 DAVID J. De WEIRDT 06/01/2026 \\\\\ \ \\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\XXFLFLFLFLFLFLFLFL FLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL XXOHEOHEXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHE OHEOHEXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OHE OHE OHE OHE OHE OHE OHE P P P P P P P P P P P 1633642.088UG FIBER OPTIC MARKER MCI 1182638.431STORM DRAIN MANHOLE X XXXXX 1542651.120UG FIBER OPTIC MARKER SBC 1564646.501UG FIBER OPTIC MARKER SBC 30642.145UG FIBER OPTIC MARKER SBC F 31642.088UG FIBER OPTIC MARKER MCI 1727648.173UG FIBER OPTIC MARKER SBC T T T T T T T T T T T T T T T3P FLFLFLFL FL FLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLT3PT3PT3 P T3PT3P T 3P T3P EVEV EV EV EV EV EV EV EV BUILDING 100 BUILDING 200 BUILDING 300 BUILDING 400 BUILDING 500 BUILDING 600 BUILDING 800 LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 3, BLOCK A 9.215 ACRES 401,384 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF LOT 4, BLOCK A 4.97 ACRES 216,624 SF BUILDING 700 BUILDING 900 20'-0.5" HT 9,540 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. LOT 3, BLOCK A 9.215 ACRES 401,384 SF LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 OHE GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGA S GASGAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASLOT 2, BLOCK A 9.509 ACRES 414,231 SF N89°28'39"E 1663.12' 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' 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T.STATE H IGHWAY NO . 114 (A VAR IABLE W IDTH PUBL IC R IGHT -OF -WAY ) KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERV ICE ROADVICENZA DRIVE(51' RIGHT-OF-WAY)MURANO PLACE (51' RIGHT-OF-WAY) LUCERNE LANE (60' RIGHT-OF-WAY) ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' N60° 5 8' 5 7" E 655.7 5' N89°28'39"E 171.64' 10' PEDESTRIAN EASEMENT DOC. NO. D207152978 O.P.R.T.C.T. S0°18'41"E 1274.60' WEST KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EAST KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) BLOCK F CARILLON PARC PHASE 1A INST. NO. D224173290 P.R.T.C.T. ZONING = ECZ L.U.D. = MIXED USEN WHITE CHAPEL BLVDBLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. ZONING = SP2 L.U.D. = MIXED USE BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 4:08 PMPLOTTED BYKILLIAN, QUINN 6/1/2026 4:20 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Site-Plan.dwg , [ 1 ]IMAGESXREFS xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xUtil-MI : xHard : xSite-SF : x22X34-B900 : xHatch-B900 : xHatch : xBase : xHardscape-B900 : xDryUtility-PC13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015SHIVERS' FARMBUILDING 900OVERALLSITE PLANC-100 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.ALL PARKING SPACES TO BE 9’ X 18' 7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE 8.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. 9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOAD OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW). CITY SITE PLAN NOTES NORTH BUILDING 900 INSET SEE SHEET C-101 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 JUNE 1, 2026 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. ZA26-0043 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM VICINITY MAP (NOT TO SCALE) VICINITY MAP SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. (TYP.) X LEGEND EX S MH PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE 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. FDC -MEDICAL -MEDICAL OFFICE -RETAIL -FITNESS -OFFICE -RESTAURANT -EDUCATION BUILDING 900 ALLOWED USES X X X X X X X X X X X XXT T T T FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT 3P S89°28'39"W 522.38' LOT 3, BLOCK A 9.215 ACRES 401,384 SF BUILDING 900 20'-0.5" HT 9,540 SF BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T.N WHITE CHAPEL BLVDZONING = ECZ L.U.D. = MIXED USE 10' BUILDING SETBACK13 15 15 15 11 14 8 R=30.0' R=30.0' R =3 0.0'R= 3 0 .0' R = 3 0 . 0 ' R = 5 4 . 0 ' R=30.0' R=30.0' R =30.0'R=30.0' LOT 5, BLOCK A 9.300 ACRES 405,130 SF CI FH FH FH WM OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE10' 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. BLOCK F CARILLON PARC PHASE 1A INST. NO. D224173290 P.R.T.C.T. PROP. DUMPSTER WITH 8' TALL MASONRY SCREEN WALL AND SOLID METAL ACCESS GATE PROP. 24' COMMON ACCESS EASEMENT LIMITS OF NO CURB FOR FUTURE DRIVEWAY EXTENSION 10" WATER EASEMENT (TYP.) 10" WATER EASEMENT (TYP.) 10" WATER EASEMENT (TYP.) 10" WATER EASEMENT (TYP.) 24' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT S89°41'16"W 903.45' PROP. ACCESSIBLE PARKING EX. 5' UTILITY EASEMENT EX. CONCRETE DRIVEWAY USE: COMMERCIAL PROP. POWER POLE PROP. POWER POLES PROP. POWER POLE PROP. POWER POLE PROP. SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS 106'93'81' 512' TO NEAREST BUILDING 55' HALF ROW DEDICATION 18'139'18'18'18'18'24'24'24'7'24'10' 13' 13'24'18' 90' 9' 9'36'24'13'74'30'72'18'17'11'PROP. MONUMENT SIGN ZONING = SP2 L.U.D. = MIXED USE BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 4:22 PMPLOTTED BYKILLIAN, QUINN 6/1/2026 4:24 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Site-Plan.dwg , [ 2 ]IMAGESXREFS xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xUtil-MI : xHard : xSite-SF : x22X34-B900 : xHatch-B900 : xHatch : xBase : xHardscape-B900 : xDryUtility-PC13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015SHIVERS' FARMBUILDING 900SITE PLANC-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.ALL PARKING SPACES TO BE 9’ X 18' 7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE 8.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. 9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOAD 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 JUNE 1, 2026 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. ZA26-0043 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM VICINITY MAP (NOT TO SCALE) VICINITY MAP SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENTS REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. (TYP.) X LEGEND EX S MH PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE 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. FDC -MEDICAL -MEDICAL OFFICE -RETAIL -FITNESS -OFFICE -RESTAURANT -EDUCATION BUILDING 900 ALLOWED USES Shiver’s Farm | Southlake, TX © dwell design studio, llc - ALL RIGHTS RESERVED April 17, 2026 Page 1 OF 2 BLDG 900 Concept CITY CASE NO. ZA26-0043 20'-1/2"18'-5"18'-5"20'-1/2"18'-5"20'-1/2"106'-11 1/2" 106'-11 1/2"93'-9" 93'-9"18'-5"20'-1/2"Shiver’s Farm | Southlake, TX © dwell design studio, llc - ALL RIGHTS RESERVED April 17, 2026 Page 2 OF 2 BLDG 900 Concept CONCEPTUAL ELEVATION - EAST SCALE: 1/16” = 1’-0” CONCEPTUAL ELEVATION - WEST SCALE: 1/16” = 1’-0” CONCEPTUAL ELEVATION - NORTH SCALE: 1/16” = 1’-0” CONCEPTUAL ELEVATION - SOUTH SCALE: 1/16” = 1’-0” NICHIHA ARCHITECTURAL WALL PANEL; VINTAGE WOOD - BARK NICHIHA ARCHITECTURAL WALL PANEL; VINTAGE WOOD - BARK NICHIHA ARCHITECTURAL WALL PANEL; VINTAGE WOOD - BARK NICHIHA ARCHITECTURAL WALL PANEL; VINTAGE WOOD - BARK ADHERED STONE VENEER; 8X16; CORONADO STONE - FRENCH WHITE ADHERED STONE VENEER; 8X16; CORONADO STONE - FRENCH WHITE BRICK VENEER; BLACK COLOR RANGE BRICK VENEER; BLACK COLOR RANGE BRICK VENEER; BLACK COLOR RANGE ARCHITECTURAL RTU SCREENING; BRICK VENEER; BLACK COLOR RANGE METAL COPING; COLOR TBD METAL COPING; COLOR TBD METAL COPING; COLOR TBD ARCHITECTURAL RTU SCREENING; ARCHITECTURAL RTU SCREENING; ARCHITECTURAL RTU SCREENING; CITY CASE NO. ZA26-0043 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 4:48 PMPLOTTED BYGARCIA, EVAN 6/1/2026 4:48 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-DamExisting-Plan.dwg , [ 24x36 ]IMAGESXREFS x22X34-B900 : oExDmap-PC : xBndry-MR : xExBase-MR13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015SHIVERS' FARMBUILDING 900EXISTING DRAINAGEAREA MAPC-400CITY CASE NO. ZA26-0043 06/01/2026 XXS S S S S S S S S SS S S S S S SS SS S SS FLFLFLFLFLFLFLFL FLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FP W D S T W E EE W S F S W G G S E T XXOHEOHEX<<<<<<<<<<<<<BM 403 BM 404 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHE OHEOHEXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OHE OHE OHE OHE OHE OHE OHE BM 402 8"SS 8"SS P P P P P P P P P P P F F F F F F 1633642.088UG FIBER OPTIC MARKER MCI F F D1182638.431STORM DRAIN MANHOLE X XXXXX 1542651.120UG FIBER OPTIC MARKER SBC 1564646.501UG FIBER OPTIC MARKER SBC 30642.145UG FIBER OPTIC MARKER SBC F 31642.088UG FIBER OPTIC MARKER MCI 1727648.173UG FIBER OPTIC MARKER SBC BM 405 T T T T T T T T T T T T T T WV WV PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. LOT 2 LOT 1 CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 13X4 PART OF LOT 1 PART OF LOT 2 PART OF LOT 3 N89°28'39"E 1663.12' 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' 5' UTILITY EASEMENT INST. NO. D224150544 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-184, PG. 71 P.R.T.C.T. 5' UTILITY EASEMENT INST. NO. D224150544 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. 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. 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. ACCESS, UTILITY & DRAINAGE EASEMENT INST. NO. D224150544-P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T.STATE H IGHWAY NO . 114 (A VAR IABLE W IDTH PUBL IC R IGHT -OF -WAY ) KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERV ICE ROADVICENZA DRIVE(51' RIGHT-OF-WAY)MURANO PLACE (51' RIGHT-OF-WAY) LUCERNE LANE (60' RIGHT-OF-WAY) BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' N60° 5 8' 5 7" E 655.7 5' N89°28'39"E 171.64' 10' PEDESTRIAN EASEMENT DOC. NO. D207152978 O.P.R.T.C.T. S0°18'41"E 1274.60' 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL.8440, PG. 768 D.R.T.C.T. WEST KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EAST KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) SS SS S S S S S T3P FLFLFLFL FL FLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLT3PT3PT3 P T3PT3P T 3P T3P EVEV EV EV EV EV EV EV EV FFE: 650.00 FFE: 650.00 FFE: 652.50 FFE: 653.00 FFE: 653.50 FFE: 652.00 FFE: 654.006506516506506506 5 0 6486496496496516 5 1 652651652652652 655653654650655655651652653653654654 6 5 6 6566506 4 6647 648649650 65 5 6 4 9 649 6 5 1 652 6536 5 4 656657640 6456 5 0 638 639 6416426436446466476 4 8 6 4 9 6 5 1 6 5 2 6 5 3654 645 650 650 650 655 660 6 4 3 6 4 4 646 647647 64 7 648 649 651 652 653 654 656 657 658 659 661 FFE: 652.50 FFE: 652.50 6 5 5 6 5 3 654BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 4:00 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 4:01 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Overall-Grading-Plan.dwg , [ 300 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900OVERALL GRADINGPLANC-300 NORTH C-302C-301 C-303 C-304 C-305 C-306 C-307 C-308 C-309 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLOHEO H E O H E O H E O H E O H E O H E OH E O H E O H E OH E O H E O H E O H E O H E O H EXXXX XXXXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEF 1564646.5 0 1UG FI B E R O P T I C M A R K E R S B C N5°38'33"W 83.69' N19°28'10"W 128.15' N60°58'57"E 655.75' REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 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 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. PARCEL ID NO. 04246020 6516506 5 5 66064 6 64 7 648 64 9 6 5 1 6 5 2 6 5 3 6546 5 6 6 5 7 6 5 8 6596 6 1 645644 6466476506506506466476486496 5 1 651650 6 5 0 65 5 648 6486 4 9 649 6 5 1 6 5 2 6 5 3 6 5 4 65 6 65 7 658 648 648649 LOT 1, BLOCK A 2.996 ACRES 130,492 SF EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' UTILITY EASEMENT 650.67 ME 651.21 MESTATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)EXISTING 10' WATER EASEMENT 650.50 ME 650.61 ME 650.91 SW 649.73 SW 649.79 SW 645.95 SW 645.89 SW 647.13 SW 647.11 SW 645.86 SW 645.80 SW 645.36 SW 645.30 SW 644.72 ME 644.56 ME S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLOHEO H E O H E O H E O H E O H E O H E OH E O H E O H E O H E O H E O H E O H E O H E O H E OH E OH EXXXX XXXXXXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEF 1564646.5 0 1UG FI B E R O P T I C M A R K E R S B C N5°38'33"W 83.69' N19°28'10"W 128.15' N60°58'57"E 655.75' EV EV EVEV REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 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 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. PARCEL ID NO. 04246020 6506496516506 5 5 66064 6 64 7 648 64 9 6 5 1 6 5 2 6 5 3 6546 5 6 6 5 7 6 5 8 6596 6 1 640645643644646647 650650650646647648649651651650 6 5 0 65 5 648 6486 4 9 649 6 5 1 6 5 2 6 5 3 6 5 4 65 6 65 7 658 648 648649 LOT 1, BLOCK A 2.996 ACRES 130,492 SF HP LP EXISTING DETENTION EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' UTILITY EASEMENT 650.67 ME 651.21 ME 650.69 650.91 651.43 651.22 650.45 650.66 650.70 649.81 TI 650.90 649.90 650.12STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)GI EXISTING 10' WATER EASEMENT 650.50 ME 650.61 ME 650.91 SW 649.73 SW 649.79 SW 645.95 SW 645.89 SW 647.13 SW 647.11 SW 645.86 SW 645.80 SW 645.36 SW 645.30 SW 644.72 ME 644.56 ME 645.00 SW 644.92 SW 645.42 SW 645.50 SW 645.28 SW 645.40 SW 645.01 SW 644.86 SW GRADING PLAN(1 OF 9)C-301 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:56 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan.dwg , [ 301 ]IMAGESXREFS x22X34-B900 : xBase-PC : xEsmt-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xEsmt-GI : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 9000 GRAPHIC SCALE IN FEET 20 10 20 40 MATCH LINESEE SHEET C-302MATCH LINE SEE SHEET C-303 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 S S S SDWS FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLW O H E O H E OH E O H E O H E O H E O H E O H E O H E O H E O H E OH E O H E O H E OH E O H E O H E OH E O H E O H E O H E O H E OH E O H E O H EXXXXXXXXXXXOHEN8 9 ° 2 8 ' 3 9 " E 16 6 3 . 1 2 ' KI R K W O O D B O U L E V A R D (A V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) N8 9 ° 2 8 ' 3 9 " E 17 1 . 6 4 'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PREMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 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.WEST KIRKWOOD BOULEVARD651 65265365 0 651652653650 650649 649651651651 652652652.05 ME652.05 ME FFE: 652.50 652 0.80% 652.50 652.50 652.50 652.50 6 5 3 65 5 6 5 5 652652 6536 5 4 650 655 651 652 653 654 656 657 658 659 65 5 6516526 5 3 65 4 656 LOT 2, BLOCK A 9.509 ACRES 414,231 SF HP EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' UTILITY EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 651.43 651.22 651.48 651.33 651.19 651.05 651.78 651.64 651.49 651.35 651.77 ME 651.91 ME 651.92 ME 651.71 ME 651.62 651.40 651.63 ME 651.43 651.59 651.02 651.84 ME 652.11 ME 651.81 651.68 651.55 651.42 651.99 ME 652.00 ME 651.61 ME 651.99 ME 651.39 ME 651.31 650.95 651.81 651.28 651.49 652.90 649.67 TI 650.23 651.48 SW 651.32 SW 652.20 SW 652.17 SW 651.30 SW 651.24 SW 652.50 SW 648.48 TI 650.49 TI 652.50 651.25 TC 651.49 651.97 653.53 652.50 652.40652.40 652.50 653.04 653.92 651.71 651.35 651.18 EW 651.18 EW 650.50 BW 652.50 TW 650.50 BW 652.50 TW 651.41 BW 652.50 TW 648.50 BW 652.50 TW 648.50 BW 652.50 TW 650.49 651.64 651.19 652.03 651.90651.77 651.64 651.20 651.34 651.49 651.63 651.33 EW 651.74 EW 650.20 EW 650.21 EW LP HP LP PROPOSED SCREEN WALL 649.78 649.82 650.70 HP CI GI EXISTING 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT EXISTING 18' WATER EASEMENT 653.33 EW 652.24 EW 652.74 EW 653.83 EW 651.35 BW 652.05 BW 652.99 TW 653.14 TW 653.59 SW 653.66 SW 654.09 SW 654.03 SW 653.99 SW 654.16 SW 654.10 SW 652.36 SW 652.15 SW 651.77 BW 653.05 TW 650.41 SW 650.49 SW 649.91 S S S SDWS FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLW O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH E OH E O H E O H E O H E O H E OH E O H E O H E OH E O H E O H E O H E O H EXXXXXXXXXXXXOHEN8 9 ° 2 8 ' 3 9 " E 16 6 3 . 1 2 ' KI R K W O O D B O U L E V A R D (A V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) N8 9 ° 2 8 ' 3 9 " E 17 1 . 6 4 'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PREMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 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.WEST KIRKWOOD BOULEVARD651651 651 65265365 0 651652653650 650649 649651651651 652652652.05 ME652.05 ME FFE: 652.50 652 0.80% 652.50 652.50 652.50 652.50 6 5 3 65 5 6 5 5 652652 6536 5 4 650 655 651 652 653 654 656 657 658 659 65 5 6516526 5 3 65 4 656 LOT 2, BLOCK A 9.509 ACRES 414,231 SF HP EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 5' UTILITY EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 651.43 651.22 651.48 651.33 651.19 651.05 651.78 651.64 651.49 651.35 651.77 ME 651.91 ME 651.92 ME 651.71 ME 651.62 651.40 651.63 ME 651.43 651.59 651.02 651.84 ME 652.11 ME 651.81 651.68 651.55 651.42 651.99 ME 652.00 ME 651.61 ME 651.99 ME 651.39 ME 651.31 650.95 651.81 651.28 651.49 652.90 649.67 TI 650.23 651.48 SW 651.32 SW 652.20 SW 652.17 SW 651.30 SW 651.24 SW 652.50 SW 648.48 TI 650.49 TI 652.50 651.25 TC 651.49 651.97 653.53 652.50 652.40652.40 652.50 653.04 653.92 651.71 651.35 651.18 EW 651.18 EW 650.50 BW 652.50 TW 650.50 BW 652.50 TW 651.41 BW 652.50 TW 648.50 BW 652.50 TW 648.50 BW 652.50 TW 650.49 651.64 651.19 652.03 651.90651.77 651.64 651.20 651.34 651.49 651.63 651.33 EW 651.74 EW 650.20 EW 650.21 EW LP HP LP PROPOSED SCREEN WALL 649.78 649.82 650.70 HP CI GI EXISTING 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT EXISTING 18' WATER EASEMENT 653.33 EW 652.24 EW 652.74 EW 653.83 EW 651.35 BW 652.05 BW 652.99 TW 653.14 TW 653.59 SW 653.66 SW 654.09 SW 654.03 SW 653.99 SW 654.16 SW 654.10 SW 652.36 SW 652.15 SW 651.77 BW 653.05 TW 650.41 SW 650.49 SW 649.91 GRADING PLAN(2 OF 9)C-302 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:48 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan.dwg , [ 302 ]IMAGESXREFS x22X34-B900 : xBase-PC : xEsmt-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xEsmt-GI : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINE SEE SHEET C-304MATCH LINESEE SHEET C-301N O R T H 0 GRAPHIC SCALE IN FEET 20 10 20 40 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES MATCH LINESEE SHEET C-303CITY CASE NO. ZA26-0043 06/01/2026 SSOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEF 30642.14 5UG FI B E R O P T I C M A R K E R S B C T ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL EV EV EV T3PEV REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 650 650650651651650649 650650650648649635 635640 640645645633 633634 634636 636637 637638 638639 639641642642642643643643 644644646646647647650648649651650649LOT 2, BLOCK A 9.509 ACRES 414,231 SF LP LP HP FH HP LP HP HP HP LP LP EXISTING 20' DRAINAGE EASEMENT EXISTING DETENTION EASEMENT EXISTING DETENTION EASEMENT PROPOSED 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT FFE: 650.00 650.69 650.91 650.70 650.44 650.45 650.66 650.20 650.72 650.98 650.46 650.92 651.18 651.39 650.70 648.17 648.39 648.64 648.92 650.41649.89 650.41650.08 650.95 649.20649.37 649.16 649.31 649.39 649.39 649.06 649.66 649.12649.30 648.87 648.76 648.87 648.76 648.98 648.98 648.87 648.76 649.81 TI 649.52 TI 648.52 TI 650.90 648.53 TC 650.48 TC 648.62 648.62 649.10 649.20 649.05 649.61 649.61 650.68 649.90 649.90 EXISTING 10' WATER EASEMENT 649.37 648.83 648.83 650.15 650.60 650.38 650.19 650.05 650.12 649.76 649.92 648.77 649.20 649.20 649.37 649.08 649.39 649.10 649.39STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)CI CI GI GI GI EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 645.00 SW 644.92 SW 645.42 SW 645.50 SW 645.28 SW 645.40 SW 645.01 SW 644.86 SW 646.60 SW 646.52 SW 644.70 SW 644.62 SW 642.52 SW 642.44 SW 644.55 SW 644.47 SW 646.65 SW 646.57 SW 644.48 SW 644.51 SW 649.38 649.29649.35 SW 649.39 SW 649.89 SW 649.89 SW REFER TO LANDSCAPE PLANS FOR HARDSCAPE DETAILS 649.37 649.36 648.51 SW 648.41 SW 649.51 SW 649.40 SW 649.52 SW 649.41 SW 649.61 SW 649.43 SW 648.58 SW 648.61 SW 648.80 SW 649.42 SW 650.84 SW 650.65 SW 650.54 SW 649.42 SW 649.30 SW 650.38 SW 649.66 SW SS S FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEF 30642.14 5UG FI B E R O P T I C M A R K E R S B C T ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N60°58'57"E 655.75'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL EV EV EV T3PEV REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 650 650650651651650649651 650650649650650648649635 635640 640645645633 633634 634636 636637 637638 638639 639641642642642643643643 644644646646647647650650651650648649651635640633634636637638639641650649LOT 2, BLOCK A 9.509 ACRES 414,231 SF LP LP LP HP FH HP LP HP HP HP LP LP EXISTING 20' DRAINAGE EASEMENT EXISTING DETENTION EASEMENT EXISTING DETENTION EASEMENT PROPOSED 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT FFE: 650.00 650.67 ME 651.21 ME 650.69 650.91 651.43 651.22 651.19 651.05 650.70 650.44 650.45 650.66 651.49 651.35 650.20 650.72 650.98 650.46 650.92 651.18 651.39 650.70 648.17 648.39 648.64 648.92 650.41649.89 650.41650.08 650.95 651.62 651.40 651.43 651.59 651.02 651.55 651.42 649.20649.37 649.16 649.31 649.39 649.39 649.06 649.66 649.12649.30 648.87 648.76 648.87 648.76 648.98 648.98 648.87 648.76 651.26 651.05 650.91 650.70 648.76648.87 650.88 649.81 TI 649.52 TI 648.52 TI 648.52 TI 650.90 648.53 TC 650.48 TC 648.62 648.62 648.62 648.62 649.10 649.20 649.05 649.61 649.61 650.68 649.90 649.90 651.77 651.64 651.20 651.34 651.49 651.63 EXISTING 10' WATER EASEMENT 650.82 650.64 650.87 649.37 648.83 648.83 650.15 650.60 650.38 650.19 650.05 650.12 649.76 649.92 LP 648.77 649.20 649.20 649.37 649.16 649.37 648.77 649.10 649.08 649.39 649.10 649.39STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)CI CI GI GI GI GI EXISTING 10' WATER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 650.50 ME 650.61 ME 650.91 SW 649.73 SW 649.79 SW 645.95 SW 645.89 SW 647.13 SW 647.11 SW 645.86 SW 645.80 SW 645.36 SW 645.30 SW 644.72 ME 644.56 ME 645.00 SW 644.92 SW 645.42 SW 645.50 SW 645.28 SW 645.40 SW 645.01 SW 644.86 SW 646.60 SW 646.52 SW 644.70 SW 644.62 SW 642.52 SW 642.44 SW 644.55 SW 644.47 SW 646.65 SW 646.57 SW 644.48 SW 644.51 SW 649.38 649.29649.35 SW 649.39 SW 649.89 SW 649.89 SW REFER TO LANDSCAPE PLANS FOR HARDSCAPE DETAILS 649.37 649.36 648.51 SW 648.41 SW 649.51 SW 649.40 SW 649.50 SW 649.39 SW 649.52 SW 649.41 SW 649.61 SW 649.43 SW 648.58 SW 648.61 SW 648.80 SW 649.42 SW 650.84 SW 650.65 SW 650.54 SW 649.42 SW 649.30 SW 650.38 SW 649.65 SW 649.66 SW GRADINGPLAN (3 OF 9)C-303 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:48 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan.dwg , [ 303 ]IMAGESXREFS x22X34-B900 : xBase-PC : xEsmt-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xEsmt-GI : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINE SEE SHEET C-301 MATCH LINESEE SHEET C-304MATCH LINE SEE SHEET C-305 MATCH LINESEE SHEET C-3020 GRAPHIC SCALE IN FEET 20 10 20 40 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 SS SS SS SS DWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL T3PREMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 WEST KIRKWOOD BOULEVARD652650651652651651.84 651.84 651.84 651.84 651.63 ME 651.63 ME 651.63 ME 651.63 ME FFE: 652.50 651651652652650 651 6 5 1 651 651 650 649 651 LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING VARIABLE WIDTH ACCESS EASEMENT EXISTING 10' WATER EASEMENT (TYP) 651.06 ME 651.06 ME 651.28 ME 651.08 ME 650.94 ME 651.25 ME 650.23 650.45 651.04 650.82 650.93 651.15 651.26 651.05 650.91 650.70 650.97 ME 651.37 ME 651.17 ME 650.48 651.09 650.26 650.88 649.27649.48 651.78 652.50 649.85 TC 651.19 ME 650.82 650.64 650.87 650.70 651.63 ME 651.63 ME 651.63 ME 651.84 651.84 651.84 651.84651.63 CI EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 651.48 SW 651.42 SW 650.92 ME 650.98 ME SS SS SS SS S DWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93'FLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL T3PREMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 WEST KIRKWOOD BOULEVARD651 652650651652650651651651.84 651.84 651.84 651.84 651.63 ME 651.63 ME 651.63 ME 651.63 ME FFE: 652.50 651 651652.50 651 651652652650 651 6 5 1 651 651 652652 645646647650 649 651 LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING VARIABLE WIDTH ACCESS EASEMENT EXISTING 10' WATER EASEMENT (TYP) 651.06 ME 651.06 ME 651.28 ME 651.08 ME 650.94 ME 651.59 651.02 651.99 ME 651.25 ME 650.23 650.45 651.04 650.82 650.93 651.15 651.26 651.05 650.91 650.70 650.97 ME 651.37 ME 651.17 ME 650.48 651.09 650.26 650.88 649.27649.48 651.78 652.50 649.85 TC 650.23 650.49 651.64 651.19 ME 651.12 651.66 650.20 EW 650.21 EW HP 650.82 650.64 650.87 650.70 651.63 ME 651.63 ME 651.63 ME 651.84 651.84 651.84 650.70 HP 651.84651.63 JB CI EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 651.48 SW 651.42 SW 650.92 ME 650.98 ME GRADING PLAN(4 OF 9)C-304 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:48 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan.dwg , [ 304 ]IMAGESXREFS x22X34-B900 : xBase-PC : xEsmt-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xEsmt-GI : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINESEE SHEET C-303MATCH LINE SEE SHEET C-302 MATCH LINESEE SHEET C-305MATCH LINE SEE SHEET C-305 0 GRAPHIC SCALE IN FEET 20 10 20 40 N O R T H 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 S S S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHE1633642.0 8 8UG FI B E R O P T I C M A R K E R M C I F 31642.0 8 8UG FI B E R O P T I C M A R K E R M C I T WEST BOUND SERVICE ROADN60°58'57"E 499.37' T 3P FLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL10' 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. REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 650649650649645650646647648649 650 6516 5 1 651 6 5 1 651651650 65 1649649650 649 645650 643643644646647648649649649651 645645645643644646647648635640645650633634636637638639641642643644646647648649645646647648LOT 2, BLOCK A 9.509 ACRES 414,231 SF CI HP LP LP HP LP LP LP EXISTING DETENTION EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT FFE: 650.00 649.37 649.21 648.66 648.88 649.13 649.35 649.35 649.40 649.60 650.72 ME 650.29 650.14649.66 650.16 650.61 650.94 650.75 650.96 651.18 651.44 651.89 651.44 651.53 651.89651.89 651.49 651.05 650.94 651.28 651.37 648.76648.87 648.83 648.62 648.75648.86 649.70 648.52 TI 648.52 TI 648.93 TC 650.64 TC650.16 TC 651.32 650.85 650.57 649.13 648.64 649.99 648.62 648.62 648.62 649.33 649.11 651.12 651.66 EXISTING 10' WATER EASEMENT LP 649.16 649.37 648.77 649.10 650.21 651.71 651.29 651.33 651.89 651.55 651.38 651.63 651.07 650.83651.27 649.31 649.10 648.59 648.80 649.13 649.13 649.35 649.35 649.13 651.69STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)JB JB CI CI GI GI EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENTEXISTING 10' WATER EASEMENT (TYP) 644.51 SW 642.45 SW 642.37 SW 644.45 SW 644.37 SW 645.79 SW 645.71 SW 644.66 SW 644.56 SW 643.89 SW 643.84 SW 645.82 SW 643.76 SW 644.46 SW 644.78 SW 644.64 SW 644.51 SW 645.76 ME 646.75 ME 647.30 ME 648.29 ME 648.84 ME 649.83 ME 649.45 ME 649.67 ME 650.14 ME 650.36 ME 646.80 SW 647.35 SW 648.34 SW 648.89 SW 649.83 SW 643.59 ME 643.67 ME 649.79 SW 649.50 SW 649.72 SW 650.19 SW 650.41 SW 649.76 SW 649.81 SW 649.79 ME 649.84 ME 649.67 SW 649.72 SW 649.33 648.83 SW 648.89 649.39 SW 649.20 SW 649.21 SW 649.71 SW 649.70 SW649.09 SW 648.98 SW 648.99 SW 648.95 SW 648.46 SW 648.40 SW 649.50 SW 649.39 SW 649.65 SW 650.16 ME 650.22 ME 650.32 SW650.26 SW 652.05 SW 651.99 SW 652.09 SW 652.01 SW S S S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHE1633642.0 8 8UG FI B E R O P T I C M A R K E R M C I F 31642.0 8 8UG FI B E R O P T I C M A R K E R M C I T WEST BOUND SERVICE ROADN60°58'57"E 499.37' T 3P FLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3P10' 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. REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 DOC. NO. D198104442 DOC. NO. D198279671 DOC. NO. D198279673 O.P.R.T.C.T. PARCEL ID NO. 04246020 650649650650649645650646647648649 650 6516 5 1 651 6 5 1 651651650 65 1649649650 649 645650 643643644646647648649649649651 645645645643644646647648635640645650633634636637638639641642643644646647648649645646647648LOT 2, BLOCK A 9.509 ACRES 414,231 SF CI HP LP LP HP LP LP LP HP FH EXISTING DETENTION EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT FFE: 650.00 649.37 649.21 648.66 648.88 649.13 649.35 649.35 649.40 649.60 650.23 650.45 651.04 650.82 650.93 651.15 650.72 ME 650.29 650.14649.66 650.16 650.61 650.94 650.75 650.96 651.18 651.44 651.89 651.44 651.53 651.89651.89 651.49 651.05 650.94 651.28 651.37 648.98 648.87 648.76 651.26 651.05 648.76648.87 648.83 648.62 648.75648.86 649.70 650.48 651.09 650.26 650.88 648.52 TI 648.52 TI 648.93 TC 650.64 TC650.16 TC 651.32 650.85 650.57 649.13 648.64 649.99 648.62 648.62 648.62 649.20 649.05 649.33 649.11 651.19 ME 651.12 651.66 EXISTING 10' WATER EASEMENT 648.83 LP 649.20 649.20 649.37 649.16 649.37 648.77 649.10 650.21 651.71 651.29 651.33 651.89 651.55 651.38 651.63 651.07 650.83651.27 649.31 649.10 648.59 648.80 649.13 649.13 649.35 649.35 649.13 651.69STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)JB JB CI CI GI GI EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENTEXISTING 10' WATER EASEMENT (TYP) 644.48 SW 644.51 SW 642.45 SW 642.37 SW 644.45 SW 644.37 SW 645.79 SW 645.71 SW 644.66 SW 644.56 SW 643.89 SW 643.84 SW 645.82 SW 643.76 SW 644.46 SW 644.78 SW 644.64 SW 644.51 SW 645.76 ME 646.75 ME 647.30 ME 648.29 ME 648.84 ME 649.83 ME 649.45 ME 649.67 ME 650.14 ME 650.36 ME 646.80 SW 647.35 SW 648.34 SW 648.89 SW 649.83 SW 643.59 ME 643.67 ME 649.79 SW 649.50 SW 649.72 SW 650.19 SW 650.41 SW 649.76 SW 649.81 SW 649.79 ME 649.84 ME 649.67 SW 649.72 SW 649.33 648.83 SW 648.89 649.39 SW 649.20 SW 649.21 SW 649.71 SW 649.70 SW REFER TO LANDSCAPE PLANS FOR HARDSCAPE DETAILS 649.37 649.36 649.09 SW 648.98 SW 648.99 SW 648.95 SW 648.46 SW 648.40 SW 649.51 SW 649.40 SW 649.50 SW 649.39 SW 649.65 SW 649.66 SW 651.48 SW 651.42 SW 650.16 ME 650.22 ME 650.32 SW650.26 SW 652.05 SW 651.99 SW 652.09 SW 652.01 SW GRADING PLAN(5 OF 9)C-305 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:48 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan.dwg , [ 305 ]IMAGESXREFS x22X34-B900 : xBase-PC : xEsmt-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xEsmt-GI : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINE SEE SHEET C-303 MATCH LINESEE SHEET C-3040 GRAPHIC SCALE IN FEET 20 10 20 40 MATCH LINE SEE SHEET C-305 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 32 9 9 33 0 0 33 0 1 33 0 2 33 0 3 33 0 4 33 0 5 33 0 6 33 0 7 33 0 8 33 0 9 33 1 0 33 1 1 33 1 2 33 1 3 33 1 4 33 1 5 33 1 6 33 1 7 OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEP P T T ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' S S S 650647648649651652652652 6 5 3 65 2 653 646 646 647647647647645650650650643643644646647647647648648648649649649651651651652653 650650648648649649651 651 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT 3P HP LP HP HP HP HP LP LP LP 651.73 651.40 652.62 FFE: 653.00 FFE: 652.50 FFE: 652.00 651.78651.90 651.65 651.36 650.75 651.16 651.77 652.32 651.74 652.21 652.09 652.39 652.39 652.21 652.39 652.03 651.61 652.39 652.08 652.09652.39 652.39 652.07 651.48651.77652.89 651.68 651.47 651.23 651.78 651.42 650.74 651.66 651.42 651.20 650.37 650.85 651.14 650.90 650.69 650.03 650.70 FFE: 653.50 652.45 651.35 651.36 651.41 651.55 651.69 650.26 TC 650.65 TC 651.03 TC 651.50 TC 651.24 TI 651.72 652.03 651.88 651.55 651.21 651.29 651.49 652.32 652.32 652.32 651.96 652.03 652.07 652.39 652.39 652.39 652.04 652.05 652.05 652.89 652.63 650 649 651 652 648649650 648 649 651 652 650649651652653651.00 651.05 652.32 652.14 651.80 651.46 651.70 651.45 651.72 651.74 651.44 650.58 652.00 REFER TO LANDSCAPE PLANS FOR HARDSCAPE DETAILS 651.37 CI CI CI CI JB GI JB EXISTING 26' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT 651.84 SW 652.89 SW653.39 SW 652.86 SW 652.80 652.89 653.39 SW 652.96 SW 652.46 SW 652.46 SW 652.96 SW 652.91 SW 652.41 SW 652.41 SW 652.91 SW FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL OHEOHEOHEOHES S S T 3P FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 651.73 651.55 651.69 651.29 651.49 651.00 651.05 650.58 651.37 EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT 33 1 8 33 1 9 OHE OHE OHE OHEOHE650648649648FLFLFLFLFLFLFLFL651.87 651.58 651.34650.92 650.25 647.12 650.54 651.04 651.07 651.33 651.20 652.88 652.16 645.52 ME 652.89 652.63651.28 651.23 651.12 651.04 652.88 652.88652.51 EXISTING 10' WATER EASEMENT 645.65 ME 651.29 SW 651.25 SW 651.79 SW 651.73 SW 652.60 651.23 652.65 SW 652.60 SW 653.15 SW 653.10 SW 653.24 SW 647.62 SW 647.55 SW 647.64 SW 647.71 SW 647.76 SW 647.82 SW 650.26 SW 650.32 SW GRADING PLAN(6 OF 9)C-306 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:55 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:56 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan-2.dwg , [ 306 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xHard : xTree : xEsmt-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINE SEE SHEET C-305 MATCH LINE SEE SHEET C-307 MATCH LINE SEE SHEET C-304 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 33 1 7 33 1 8 33 1 9 33 2 0 33 2 1 33 2 2 33 2 3 33 2 4 33 2 5 33 2 6 33 2 7 33 2 8 33 2 9 33 3 0 33 3 1 33 3 2 33 3 3 33 3 4 33 3 6 33 3 7 33 4 3 33 4 6 33 4 7 33 4 8 33 4 9 33 5 0 \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\ \\ \\\\\\ \\ \\ \\ \\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ \ \\ \\ \\ \\ \\\\\\\\\\\\\\B M 4 0 3 OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEO H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E P P P X X X X X X X X X X X X X X X P A R T O F L O T 1 7.5 ' U T I L I T Y E A S E M E N T V O L . 3 8 8 - 1 8 4 , P G . 7 1 P. R . T . C . T . S S S S 653 6546506466476486496516526526526506496516516516526 5 3 647648650649651652650 655 651 652 653 654 65 0650651 651 65 2 653 650 649 651 FLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FL FL FL FL FL FL F L FLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLT3PT3PT EV EV EV EV EV EV EV EV HP HP HP LP LP LP HP LP LP HP HP 652.62 652.00 FFE: 652.00 FFE: 653.50 652.07 651.58 651.53 651.48651.77652.89 651.87 651.58 652.66 652.89 652.45 652.16 652.30 651.53 651.67 652.07 651.89 651.82 651.89 651.62 651.92 652.89 652.62 652.89 652.62 652.56 650.03 650.70 651.34650.92 650.25 647.12 647.35 650.54 651.04 650.59 650.34 651.08 650.86 650.75 650.79 651.07 651.33 651.20 652.88 652.16 652.63 652.88 651.66 651.43 651.67 651.81 652.04 652.81 653.02 653.17 653.39 654.23 654.45 654.67 653.99 654.20 653.73 651.73 651.32 651.08 652.41 652.20 651.94 651.53 652.98 652.83 652.76 652.61 652.70 653.44 653.14 652.99 653.93 653.69 654.00 653.84 653.04 653.85 654.44 653.94 FFE: 653.50 651.35 652.12 652.87 651.74 651.80 652.05 652.30 652.92 650.26 TC 651.59 TC 651.51 652.37 652.81 653.01 646.12 ME 651.24 TI 651.55 652.93 652.22 645.52 ME 651.64 651.31 652.10 651.43 TI 652.16 TP 652.11 TP 653.65 TC 653.61 TC 652.29 TP 653.29 TC 652.52 TP 653.52 TC 652.39 TP 653.38 TC BEGIN CURB WALL, END STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) END CURB WALL, BEGIN STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) BEGIN CURB WALL, END STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) END CURB WALL, BEGIN STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) 652.89 652.63 652.89 652.63651.28 651.23 651.12 651.04 654.88 652.89 652.89 652.65 652.51 652.51 652.88 652.88 652.00 TP 652.48 TC 652.51 650.63 TC CI CI JB GI JB GI JB EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 26' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EX I S T I N G 1 0 ' W A T E R E A S E M E N T EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT 647.05 647.29 645.65 ME 645.75 ME 645.85 ME 651.29 SW 651.25 SW 651.79 SW 651.73 SW 651.84 SW 652.60 651.23 652.65 SW 652.60 SW 653.15 SW 653.10 SW 653.24 SW 652.65 652.65 653.39 SW 653.39 SW 652.89 SW 652.86 SW 652.80 652.89 652.89 SW653.39 SW 652.86 SW 652.80 652.89 653.39 SW 647.62 SW 647.55 SW 647.64 SW 647.71 SW 647.85 SW 647.75 SW 647.84 SW 647.94 SW 647.76 SW 647.82 SW 650.26 SW 650.32 SW 648.07 SW 648.13 SW 650.57 SW 650.63 SW 649.59 ME 649.22 ME 33 1 5 33 1 6 33 1 7 OHE OHEOHEOHEP 6526 5 3 65 2 653 647650648649 651FLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT 3P HP LP 652.62 FFE: 652.00 652.09652.39 652.39 652.07 651.58 651.53 651.48651.77652.89 650.03 650.70 FFE: 653.50 651.35 650.26 TC 651.24 TI 651.72 652.03 651.88 651.55 652.16 TP 652.11 TP 653.65 TC 653.61 TC 652.29 TP 653.29 TC BEGIN CURB WALL, END STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) 652.89 652.63653 652.00 TP 652.48 TC CI GI JB EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT 651.84 SW 652.89 SW653.39 SW 652.86 SW 652.80 652.89 653.39 SW 33 2 2 33 2 3 33 2 4 33 2 5 33 2 6 33 2 7 33 2 8 33 2 9 33 4 3 33 4 6 33 4 7 33 4 8 33 4 9 33 5 0 33 5 1 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E X X X X X X X X X X PA R T O F L O T 1 S S S 653 654 652650 655 651 652 653 654 65 0 651 65 2 653 FL FL FL FL FL FL FL FL FL F L FLF L FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLEV EV EV EV EV EV EV EV HP LP LP HP 652.00 652.07 651.89 651.82 651.62 652.89 652.62 652.56 652.81 653.02 653.17 653.39 654.23 654.45 654.67 653.99 654.20 653.73 651.73 651.32 651.08 652.41 652.20 651.94 651.53 652.98 652.83 652.76 652.61 652.70 653.44 653.14 652.99 653.93 653.69 654.00 653.84 653.04 653.85 654.83 654.44 653.94 652.12 652.87 652.92 651.59 TC 652.52 TP 653.52 TC END CURB WALL, BEGIN STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) 654.88 CI JB JB EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 10' WATER EASEMENT EX I S T I N G 1 0 ' W A T E R E A S E M E N T EXISTING 10' WATER EASEMENT EX I S T I N G 5 ' U T I L I T Y GRADING PLAN(7 OF 9)C-307 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:55 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:57 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan-2.dwg , [ 307 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xHard : xTree : xEsmt-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINE SEE SHEET C-306 MATCH LINE SEE SHEET C-308 MATCH LINESEE SHEET C-3081.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 3323 3324 3325 3326 3327 33283329 3332 3333 3334 3336 3337 3338 3339 3340 3341 3342 3343 3344 3345 33463347 3348 3349 3350 3351 3352 3353 3354 3355 3356 XXX XXXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X XXXXXXXXXXXXXXXX 4 PART OF LOT 3 S89°41'16"W 903.45' 5' UTILITY EASEMENT INST. NO. D224150544 P.R.T.C.T. SS 655652653654656655653 654 6 5 6 65665064965165 2 6 5 3 650 655 651 652 653 654 656 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PEVEV EV EV EV EV EV EV HP HP LP HP HP HP HP HP LP LP HP 652.00 653.96 652.66 652.45 652.16 652.30 651.53 651.67 652.07 651.89 651.82 651.89 651.62 651.92 652.89 652.62 652.89 652.62 652.56 653.17 653.39 654.23 654.45 654.67 653.99 654.20 653.73 651.73 651.32 651.08 651.92 652.41 652.20 651.94 651.53 652.35 654.22 654.51 654.28 652.98 652.83 652.76 652.61 652.70 653.44 653.14 652.99 654.94 654.75 655.23 655.03 655.66 655.45 656.54 657.02 655.95 655.76 655.97656.22653.93 653.69 654.00 653.84 653.04 653.85 654.83 655.07 654.44 653.94 652.87 651.74 651.80 652.05 652.30 652.92 651.59 TC 652.93 652.22 651.43 TI 652.52 TP 653.52 TC 652.39 TP 653.38 TC BEGI N C U R B W A L L, E N D S T A N D A R D 6" C U R B (REF. C U R B W A L L D E T AI L O N C-21 0 SHEE T) END C U R B W A L L, B E GI N STAN D A R D 6" C U R B ( R E F. CUR B W A L L D E T AI L O N C-21 0 SHEE T) 652.78 654.88 654655652.89 652.65 CI JB GI JB EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXIS TI N G 2 4' FI R E, ACC E S S, U TI LI T Y, A N D DRAI N A G E A C C E S S EXIS TI N G 2 6' FI R E, ACC E S S, U TI LI T Y, A N D DRAI N A G E A C C E S S EXIS TI N G 1 0' WATE R E A S E M E N T EXISTING 10' WATER EASEMENT EXIS TI N G 1 0' WATE R E A S E M E N T EXISTING 10' WATER EASEMENTEXISTING 10' WATER EASEMENT EXISTING 5' UTILITY EASEMENT EXISTING ACCESS EASEMENT EXIS TI N G 2 6' FI R E, ACCE S S, U TI LI T Y, A N D DRAI N A G E E A S E M E N T 652.65 652.65 652.89 SW 652.86 SW 652.80 3357 3358 33593360 3361 OHE X X 6 5 6 654FL FL FLFLFL FL FLFL653.64 652653EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 5' UTILITY EASEMENT EXISTING ACCESS EASEMENT 3322 3323 3324 3325 3326 3327 33283329 3330 3332 3333 3334 3336 3337 3338 3339 33463347 3348 3349 XXX XXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXXXXXXXXXXXX S89°41'16"W 903.45' S 655653 654650649651650 655 651 652 653 654 651 652 653 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLT3PEVEV EV EV EV EV EV EV HP HP LP HP LP LP HP 652.00 653.50 652.66 652.89 652.45 652.16 652.30 651.53 651.67 652.07 651.89 651.82 651.89 651.62 651.92 652.89 652.62 652.89 652.62 652.56 652.81 653.02 653.17 653.39 654.23 654.45 654.67 653.99 654.20 653.73 651.73 651.32 651.08 652.41 652.20 651.94 651.53 652.98 652.83 652.76 653.44 653.93 653.69 654.00 653.84 653.04 653.85 655.07 654.44 653.94 652.87 651.74 651.80 652.05 652.30 652.92 651.59 TC 652.93 652.22 651.43 TI 652.52 TP 653.52 TC 652.39 TP 653.38 TC BEGI N C U R B W A L L, E N D S T A N D A R D 6" C U R B (REF. C U R B W A L L D E T AI L O N C-21 0 SHEE T) END C U R B W A L L, B E GI N STAN D A R D 6" C U R B ( R E F. CUR B W A L L D E T AI L O N C-21 0 SHEE T) 652.89 654.88 652.89 652.89 652.65 JB GI JB ACCESS, UTILITY, AND EXIS TI N G 2 4' FI R E, ACC E S S, U TI LI T Y, A N D DRAI N A G E A C C E S S EXIS TI N G 2 6' FI R E, ACC E S S, U TI LI T Y, A N D DRAI N A G E A C C E S S EXIS TI N G 1 0' WATE R E A S E M E N T EXIS TI N G 1 0' WATE R E A S E M E N T EXISTING 10' WATER EASEMENT WATE R E A S E M E N T EXISTING 5' UTILITY EASEMENT EXIS TI N G 2 6' FI R E, ACCE S S, U TI LI T Y, A N D DRAI N A G E E A S E M E N T 652.65 652.65 653.39 SW 653.39 SW 652.89 SW 652.86 SW 652.80 652.89 GRADINGPLAN (8 OF 9)C-308 NORTH BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:55 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:57 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan-2.dwg , [ 308 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xHard : xTree : xEsmt-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATC H LI N E SEE S H E E T C-30 7MATCH L INE SEE SHEET C-307MATCH LINESEE SHEET C-309MATCH LINESEE SHEET C-3081.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 3357 3358 33593360 3361 3362 3363 3364 3365 3366 336733683369 337033713372 3373 3374 3375 3376 3377 3379 3380 3381 3382 SS W G G E T OHEOHE<OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X XBM 405 T T T 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. 650 6 5 5 6496516526536546 5 6 6506516526536536536 5 4 653N. WHITE CHAPEL BOULEVARD (COUNTY ROAD 3016) (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)65165265365 4 6 5 4 650647 648649651652 653 653653 65 4654 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLT 3P LP 653.35 653.64 652.20652.22 652.99 653.17 653.35 653.27 653.34 653.10 652.80 652.27652.97 653.15653.48 653.01 652.81 653.31 653.10 653.92 653.61 654.49 654.68 654.14 652.81 652.62 652.59652.41 LIMITS OF GRADING AND PAVEMENT REPLACEMENT REFER TO SHIVER' FARM MAJOR INFRASTRUCTURE PLAN FOR DRIVEWAY GRADING AND DETAILS 650.27 HP649.80 649.09 649.49 649.17 648.72 FFE: 654.00 651.96 TC 649.38 ME 648.12 ME 654.55 TP 655.55 TC 653.86 TP 655.36 TC 652.14 TP 654.14 TC 649.95 TP 651.45 TC PROPOSED CONCRETE FLUME BEGIN CURB WALL, END STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) END CURB WALL, BEGIN STANDARD 6" CURB (REF. CURB WALL DETAIL ON C-210 SHEET) 653.15 653.35 653.14 653.35 653.12 653.35 654.83 FG 653.71 FG 653.24 FG PROPOSED DRAINAGE SWALE 647.24 ME 647.91 ME 653.08 649 649 650651652 652653HP CI EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 36' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 10' WATER EASEMENT EXISTING 10' WATER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY, AND DRAINAGE ACCESS EXISTING 5' UTILITY EASEMENT LUCERNE LANE (60' RIGHT-OF-WAY) EXISTING ACCESS EASEMENT 3353 OHE OHE X 6 5 6 6 5 3 FL FLFLFLFLFL653.96 654.28 654.75 655.03 655.45 655.76 655.97 654655GRADING PLAN(9 OF 9)C-309 NORTH BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:55 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:57 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Grading-Plan-2.dwg , [ 309 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oFG-PC : xHard : xTree : xEsmt-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900MATCH LINESEE SHEET C-3081.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED END OF WALL ELEVATION PROPOSED TOP OF GRATE ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED MATCH EXISTING ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND FFE: 675.00 675.00 TW 675.00 BW 675.00 675.00 SW 675.00 EW 675.00 TG 675.00 ME 675.00 TI GRADING GENERAL NOTES CITY CASE NO. ZA26-0043 06/01/2026 OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE UGE U G EUGEUGEUGEUGEUG E OHEGAS GAS GAS GAS GAS GAS GAS B B FF B Urbanite American Ash Shrubs/Groundcover Bermuda Grass Nellie Stevens Holly \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Tuscarora Crape Myrtle OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXXXXXXXXXXX BM 405 T T T 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. FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT 3P LOT 3, BLOCK A 9.214 ACRES 401,384 SF BUILDING 900 20'-0.5" HT 9,540 SF106'93'81' BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T.N WHITE CHAPEL BLVDBLOCK F CARILLON PARC PHASE 1A INST. NO. D224173290 P.R.T.C.T. ZONING = ECZ L.U.D. = MIXED USE 10' BUILDING SETBACK512' TO NEAREST BUILDING PROP. DUMPSTER WITH 8' TALL MASONRY SCREEN WALL AND SOLID METAL ACCESS GATE18'100'18'18'18'18'24'24'24'7'24'10' 13' 13'82.5'24'18' 90' 9' 9'36'24'13'LOT 5, BLOCK A 9.300 ACRES 405,130 SF PROPOSED SCREEN WALL. REFER TO LANDSCAPE PLANS FOR DETAILS PROPOSED 24' COMMON ACCESS EASEMENT LIMITS OF NO CURB FOR FUTURE DRIVEWAY EXTENSION CI FH FH FH WM 10" WATER EASEMENT (TYP) 10" WATER EASEMENT (TYP) 10" WATER EASEMENT (TYP) 10" WATER EASEMENT (TYP) 24' FIRE, ACCESS, UTILITY, AND DRAINAGE EASEMENT S89°41'16"W 903.45'17'L-1SITE LIGHTING L-2SITE LIGHTING MONUMENT SIGNAGE BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 11:10 AMPLOTTED BYBRIM, JESSE 6/1/2026 11:19 AMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEL-Landscape Plan (new).dwg , [ C-102 ]IMAGES type b light : type F light :XREFS xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xUtil-MI : xHard : xSite-SF : x22X34-B900 : xHatch-B900 : xHatch : xBase : xHardscape-B900 : xPlant : xMEP : xDryUtility-PC13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015SHIVERS' FARMBUILDING 900LANDSCAPE PLANC-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.ALL PARKING SPACES TO BE 9’ X 18' 7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE 8.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. 9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THE IMPOSED LOAD 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 JUNE 1, 2026 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. ZA26-0043 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENT REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. VICINITY MAP (NOT TO SCALE) VICINITY MAP SYMBOL COMMON / BOTANICAL NAME CONT.SIZE SPACING QTY REMARKS TREES Princeton American Elm / Ulmus americana 'Princeton'4" cal 12`-14` ht 2 B&B, NURSERY GROWN, MATCHED, FULL, WELL-BRANCHED, STRONG CENTRAL LEADER, 7` CLEAR AT SIDEWALKS, 14` CLEAR AT FIRELANE Urbanite American Ash / Fraxinus americana 'Urbanite'4" cal 12`-14` ht 8 B&B, NURSERY GROWN, MATCHED, FULL, WELL-BRANCHED, STRONG CENTRAL LEADER, 7` CLEAR AT SIDEWALKS, 14` CLEAR AT FIRELANE FLOWERING TREES Tuscarora Crape Myrtle / Lagerstroemia indica x fauriei 'Tuscarora'65 gal 10`-12` ht 6 CONTAINER, NURSERY GROWN, MATCHED, FULL, WELL-BRANCHED, MULTI-TRUNK (3 MIN.), TREE FORM SHRUBS Nellie Stevens Holly / Ilex x `Nellie R Stevens`15 gal 5` h X 2` w 48" OC 17 CONTAINER, NURSERY GROWN, MATCHED AND WELL ROOTED SYMBOL COMMON / BOTANICAL NAME CONT.SIZE SPACING QTY REMARKS GROUND COVERS Bermuda Grass / Cynodon dactylon sod 9,989 sf REFER TO SPECIFICATIONS Shrubs/Groundcover / 50% 3 GAL., 50% 1 GAL. SHRUBS 18" O.C.flat 3,306 sf PLANT SCHEDULE BUILDING 900 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 11:05 AMPLOTTED BYBRIM, JESSE 6/1/2026 11:09 AMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEL-Landscape Plan (new).dwg , [ C-103 ]IMAGES type b light : type F light :XREFS xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xUtil-MI : xHard : xSite-SF : x22X34-B900 : xHatch-B900 : xHatch : xBase : xHardscape-B900 : xPlant : xMEP : xDryUtility-PC13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015SHIVERS' FARMBUILDING 900LANDSCAPE DETAILSC-103 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 JUNE 1, 2026 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. ZA26-0043 DEVELOPER: TRADEMARK PROPERTY COMPANY 1701 RIVER RUN #500 FORTH WORTH, TX 76107 CONTACT: BLAKE BICKMORE EMAIL: BBICKMORE@TRADEMARKPROPERTY.COM SITE PLAN FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENT REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. L-1 SITE LIGHTINGPLANT SCHEDULE L-2 SITE LIGHTING TPTPTPTPTPTPTPTPT P 32573258325932603261326232633264326532663267326832693270327132723273327432753276327732783279328032813282328332843285328632873288328932903291329232933294329532963297329832993300330133023303330433053306330733083309331033113312331333143315331633173318331933203321332233233324332533263327332833293330333133323333333433353336333733383339334033413342334333443345334633473348334933503351335233533354335533563357335833593360336133623363336433653366336733683369337033713372337333743375337633773378337933803381338233833384338533863387338833893390339133923393339433953396339733983399340034013402340334043405340634073408340934103411341234133414341534161014654.765STONE 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.1226642.738SIGN SPEED LIMIT 401227643.871SIGN B TWO WAY1228644.005SIGN END TWO WAY1339643.722SIGN STOP/N.WHITE CHAPEL BLVD/E.KIRKWOOD BLVD1340643.485SIGN SPEED LIMIT 401353641.828FL 8" C.M.P.1354641.553FL 8" C.M.P.1370638.120FL 8" C.M.P.1611642.105CABLE VAULT COR B AT&T1612642.103CABLE VAULT COR C AT&T1613642.117CABLE VAULT COR C AT&T1614642.231CABLE VAULT COR CLOSE AT&TOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL CBL CBL CBL CBL CBLCBLCBLCBLCBLCBLCBLCBLCBLCBL GASGASGASGASGASGASOHL OHLOHLOHL OHLWIRE FENCE2001655.336NOMATCH MSC ANTENNACITY OF SOUTHLAKEUTILITY EASEMENTVOL. 8405, PG. 1444D.R.T.C.T.15' DRAINAGE EASEMENTDOC. NO. D221095079O.P.R.T.C.T.OHL 17' CITY OF SOUTHLAKEUTILITY EASEMENTVOL. 8440, PG. 768D.R.T.C.T.20' WIDE RIGHT-OF-WAY EASEMENT10' WIDE PORTION OF A CALLED20' WIDE RIGHT-OF-WAY EASEMENT15' DRAINAGE EASEMENT17' WIDE UTILITY EASEMENT17' WIDE UTILITY EASEMENTW STATE HWY 114TREES OFF SITETREES IN R.O.W.TREES IN R.O.W.TREES TO BE REMOVEDTREES OFF SITETREES IN R.O.W.TREES OFF SITEE KIRKWOOD BLVDTREES TO BE PRESERVEDTREES TO BE PRESERVEDTREE CONSERVATION PLANAScale: 1" = 80'REMOVE TREESPRESERVE TREESBY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 6/1/2026 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 5/29/2026 12:22 PMPLOTTED BY BRIM, JESSE 6/1/2026 11:10 AMDWG PATH C:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Overall\PlanSheets\LandscapeDWG NAME L1.00 TREE CONSERVATION PLAN.dwg , [ C-104 ]IMAGES Aerial :XREFS x2436 : xAnno - LA : xHard : xMatchlines - LA : xPlant : xSurvey : xTree : xArch-MI : xBase-MI : xArch-GI : xBase-GI : xStrm-GI : xUtil-GI : xArch-PC : xBase-PC : xDryUtility-PC : xStrm-PC : xUtil-PC : xSite-SF : xStrm-SF : xUtil-SF : xAerial-LA : x22X34-B900 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED ERG AGB CMDCITY OF SOUTHLAKE, TEXAS 067545015 SHIVERS' FARM BUILDING 900C-104NORTHENGINEER / SURVEYOR / APPLICANT /LANDSCAPE ARCHITECT / IRRIGATOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIA OFFICETOWER, SUITE 700, DALLAS, TX. 75240PHONE: (469) 914-8611CONTACT: PEYTON MCGEE, P.E.40.20 ACRESJAMES J. WEST SURVEY,ABSTRACT NO. 1620CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASSUBMITTED JUNE 1, 2026OWNER:SHIVERS FAMILY PARTNERSHIP1800 N WHITE CHAPEL BLVDSOUTHLAKE, TX 76092-3617CONTACT: REBECCA UTLEYARCHITECT:DWELL DESIGN STUDIOCONTACT: RYAN MILLERPHONE: (770) 864-1035EMAIL: RMILLER@DWELLDESIGNSTUDIO.COMSITE PLANTRADEMARK SOUTHLAKECITY CASE NO. ZA26-0043DEVELOPER:TRADEMARK PROPERTY COMPANY1701 RIVER RUN #500FORTH WORTH, TX 76107CONTACT: BLAKE BICKMOREEMAIL: BBICKMORE@TRADEMARKPROPERTY.COMVICINITY MAP(NOT TO SCALE)VICINITY MAPTREE CONSERVATION PLAN BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 6/1/2026 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 5/29/2026 12:22 PMPLOTTED BY BRIM, JESSE 6/1/2026 11:10 AMDWG PATH C:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Overall\PlanSheets\LandscapeDWG NAME L1.00 TREE CONSERVATION PLAN.dwg , [ C-105 ]IMAGES Aerial :XREFS x2436 : xAnno - LA : xHard : xMatchlines - LA : xPlant : xSurvey : xTree : xArch-MI : xBase-MI : xArch-GI : xBase-GI : xStrm-GI : xUtil-GI : xArch-PC : xBase-PC : xDryUtility-PC : xStrm-PC : xUtil-PC : xSite-SF : xStrm-SF : xUtil-SF : xAerial-LA : x22X34-B900 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED ERG AGB CMDCITY OF SOUTHLAKE, TEXAS 067545015 SHIVERS' FARM BUILDING 900ENGINEER / SURVEYOR / APPLICANT /LANDSCAPE ARCHITECT / IRRIGATOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIA OFFICETOWER, SUITE 700, DALLAS, TX. 75240PHONE: (469) 914-8611CONTACT: PEYTON MCGEE, P.E.40.20 ACRESJAMES J. WEST SURVEY,ABSTRACT NO. 1620CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASSUBMITTED JUNE 1, 2026OWNER:SHIVERS FAMILY PARTNERSHIP1800 N WHITE CHAPEL BLVDSOUTHLAKE, TX 76092-3617CONTACT: REBECCA UTLEYARCHITECT:DWELL DESIGN STUDIOCONTACT: RYAN MILLERPHONE: (770) 864-1035EMAIL: RMILLER@DWELLDESIGNSTUDIO.COMSITE PLANTRADEMARK SOUTHLAKECITY CASE NO. ZA26-0043DEVELOPER:TRADEMARK PROPERTY COMPANY1701 RIVER RUN #500FORTH WORTH, TX 76107CONTACT: BLAKE BICKMOREEMAIL: BBICKMORE@TRADEMARKPROPERTY.COMC-105TREE CONSERVATION DATA FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3P FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLEVEVEVFLFLFLFL FL FLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFL T3PT3PT3PT3PT3PT3PT3PEVEVEVEVEVEVEVEVEVFPDTFGGTXXXXXXXXPPPPPPPPPPPFFFFFF1633642.088UG FIBER OPTIC MARKER MCIF FD1182 638.43 1STORM D RA IN MAN HOL EXXXXXX1542651.120UG FIBER OPTIC MARKER SBC1564646.501UG FIBER OPTIC MARKER SBC30642.145UG FIBER OPTIC MARKER SBCF31642.088UG FIBER OPTIC MARKER MCI1727648.173UG FIBER OPTIC MARKER SBC WVWVN89°28'39"E1663.12'S89°41'16"W903.45'∆=12°47'37"R=1889.86'L=421.99'CB=N44°40'29"WC=421.11'∆=18°48'30"R=2658.52'L=872.71'CB=N28°52'26"WC=868.79'N5°38'33"W83.69'N19°28'10"W128.15'15' DRAINAGE EASEMENTDOC. NO. D221095079O.P.R.T.C.T.STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)KIRKWOODBOULEVARD(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERVICE ROADVICENZA DRIVE (51' RIGHT-OF-WAY)MURANO PLACE(51' RIGHT-OF-WAY)LUCERNE LANE(60' RIGHT-OF-WAY)∆=23°24'16"R=199.50'L=81.49'CB=N37°50'38"EC=80.93'N60°58'57"E499.37'N60°58'57"E655.75'N89°28'39"E171.64'10' PEDESTRIAN EASEMENTDOC. NO. D207152978O.P.R.T.C.T.S0°18'41"E1274.60'WEST KIRKWOODBOULEVARD(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)EAST KIRKWOODBOULEVARD(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)X X 15' DRAINAGE EASEMENTDOC. NO. D221095079O.P.R.T.C.T.CALLED 1.82 ACRESPANORAMA PROPERTIES, LTD.DOC. NO. D206290483O.P.R.T.C.T.BLOCK ATHRASHER ADDITIONCAB. 388-202, PG. 73P.R.T.C.T.CARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T.CALLED 42.5091CARILLONCROWN, LLCINST.NO.DOC. NO.D222154040O.P.R.T.C.T.PORTION OF ACALLED 55.300 ACRESSOUTHLAKE DOVE ASSOCIATES, LLCDOC. NO. D215094206O.P.R.T.C.T.PARCEL ID NO. 41248848BLOCK 1PARKWAY OFFICESCENTER ADDITIONCAB. 388-184, SL. 71P.R.T.C.T.PART OF LOT 1PART OF LOT 2BLOCK 4METAIRIE AT SOUTHLAKEINST. NO. D221095079O.P.R.T.C.T.LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 199' ROW55'HALF ROWDEDICATIONEX. 44' ROW DEDICATIONBY CARILLON PARC PHASE 1AW STATE HWY 114PART OF LOT 3LOT 2, BLOCK A9.509 ACRES414,231 SFLOT 3, BLOCK A9.350 ACRES407,266 SFLOT 1, BLOCK A2.996 ACRES130,492 SFLOT 3, BLOCK A9.350 ACRES407,266 SFPROPOSED ACCESSIBLEROUTE (TYP.)PROPOSED ACCESSIBLEROUTE (TYP.)PROPOSED5' SIDEWALKPROPOSED8' SIDEWALKPROPOSED 10'SIDEWALKPROPOSED 7'SIDEWALKPROPOSED8' SIDEWALKPROPOSED5' SIDEWALKPROPOSED5' SIDEWALKPROPOSED 6'SIDEWALKPROPOSED8' SIDEWALKPROPOSED8' SIDEWALKPROPOSED 7'SIDEWALKPROPOSED 6'SIDEWALKPROPOSED8' SIDEWALKPROPOSED8' SIDEWALKPROPOSED8' SIDEWALKPROPOSED 6'SIDEWALKPROPOSED5' SIDEWALKPROPOSED5' SIDEWALKPROPOSED5' SIDEWALKPROPOSED 5'SIDEWALKPROPOSED 8'CROSSWALKPROPOSED 6'CROSSWALKPROPOSED5' SIDEWALKPROPOSED8' SIDEWALKPROPOSED 8'SIDEWALKPROPOSED 6'SIDEWALKWEST KIRKWOODBOULEVARD(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)PROPOSED 6'SIDEWALKPROPOSED 5'SIDEWALKPROPOSED 8'SIDEWALKN WHITE CHAPEL BLVD BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 6/1/2026 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 6/1/2026 2:27 PMPLOTTED BY BORAWSKI, ALINA 6/1/2026 2:49 PMDWG PATH C:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAME C-Ped Access-Plan.dwg , [ 1 ]IMAGESXREFS xEsmt-GI : xBase-MI : xDryUtility-MI : xEsmt-MI : xBndry-MR : xExBase-MR : xBase-PC : xHardscape-GI : xHardscape-MI : xHard : xHatch-PC : xHatch-MI : xHatch-GI : xBase-GI : x22X34-B900 : xSite-SF : xHatch 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED ERG AGB CMDCITY OF SOUTHLAKE, TEXAS 067545015 SHIVERS' FARM BUILDING 900 NORTHPEDESTRIAN ACCESS EXHIBIT (1 OF 2)C-EX1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLICRIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAMEMASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OFEIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THEOPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEINGSERVICED4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E.RECESSED/SHIELDED)5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLYSCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTEDEQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCHTHE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING6.ALL PARKING SPACES TO BE 9’ X 18'7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE8.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OFCONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BEIN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE,ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THEIMPOSED LOAD OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW).CITY SITE PLAN NOTESLEGENDPROPERTY LINEPROPOSED SIDEWALKPROPOSED PUBLIC 8' SIDEWALKPROPOSED PUBLIC 5' SIDEWALKPROPOSED PRIVATE SIDEWALKLIGHT DUTY CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTPUBLIC CONCRETE PAVEMENTCITY CASE NO. ZA26-0043BUILDING 900 INSET SEE SHEET C-EX-2PEDESTRIAN ACCESS EXHIBITFOR CITY REVIEW ONLY TOILLUSTRATE COMPLIANCE WITHZONING AND DEVELOPMENTREGULATIONS. IT IS NOTINTENDED FOR CONSTRUCTIONPURPOSES. FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSSWGGETOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE 8"SS8"SS8"SSXXXXXXXXXXXXXTTTT5' UTILITY EASEMENTINST. NO. D224150544P.R.T.C.T.10' WIDE PORTION OF A CALLED20' WIDE RIGHT-OF-WAY EASEMENTTRI-COUNTY ELECTRIC CO-OPERATIVE, INC.VOL. 9300, PG. 933 - D.R.T.C.T.PROPOSED 10' SIDEWALKPROPOSED 8'SIDEWALKPROPOSED 8'SIDEWALKN WHITE CHAPEL BLVDBUILDING 90020'-0.5" HT9,540 SF10' BUILDING SETBACK BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 6/1/2026 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 6/1/2026 2:27 PMPLOTTED BY BORAWSKI, ALINA 6/1/2026 2:54 PMDWG PATH C:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAME C-Ped Access-Plan.dwg , [ 2 ]IMAGESXREFS xEsmt-GI : xBase-MI : xDryUtility-MI : xEsmt-MI : xBndry-MR : xExBase-MR : xBase-PC : xHardscape-GI : xHardscape-MI : xHard : xHatch-PC : xHatch-MI : xHatch-GI : xBase-GI : x22X34-B900 : xSite-SF : xHatch 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700, DALLAS, TX 75240 AS NOTED ERG AGB CMDCITY OF SOUTHLAKE, TEXAS 067545015 SHIVERS' FARM BUILDING 900 NORTHPEDESTRIAN ACCESS EXHIBIT (2 0F 2)C-EX-21.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS2.PARKING SPACE RETURN RADII ARE 3' OR 10' UNLESS OTHERWISE NOTED3.DUMPSTER ENCLOSURES SHOULD NOT BE SEEN FROM THE PUBLICRIGHT-OF-WAY. SCREENING OF THE DUMPSTERS SHALL BE OF THE SAMEMASONRY MATERIAL AS THE PRIMARY STRUCTURE AND BE A MINIMUM OFEIGHT (8) FEET IN HEIGHT. SOLID METAL GATES SHALL BE AFFIXED TO THEOPENING AND SHALL BE CLOSED AT ALL TIMES EXCEPT WHEN BEINGSERVICED4.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E.RECESSED/SHIELDED)5.ROOF-MOUNTED MECHANICAL EQUIPMENT SHALL BE SUFFICIENTLYSCREENED FROM VIEW BY PARAPET WALLS, AND GROUND MOUNTEDEQUIPMENT SHALL BE SCREENED BY MASONRY WING WALLS THAT MATCHTHE MATERIAL OF THE PRIMARY BUILDING OR ADEQUATE LANDSCAPING6.ALL PARKING SPACES TO BE 9’ X 18'7.ALL STRIPING IN PARKING LOTS SHALL BE WHITE8.HANDICAPPED ACCESS RAMPS SHALL BE PAINTED OR CONSTRUCTED OFCONTRASTING COLORS FROM THE STANDARD PAVEMENT BUT SHALL NOT BEIN COLORS THAT ARE CONSIDERED BRIGHT, NEON, OR GARISH9.FIRE APPARATUS ACCESS ROADS TO BE AN ALL-WEATHER SURFACE,ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TO SUPPORT THEIMPOSED LOAD OF FIRE APPARATUS. (MINIMUM OF 85,000 POUNDS GVW).CITY SITE PLAN NOTESCITY CASE NO. ZA26-0043LEGENDPROPERTY LINEPROPOSED SIDEWALKPROPOSED PUBLIC 8' SIDEWALKPROPOSED PUBLIC 5' SIDEWALKPROPOSED PRIVATE SIDEWALKLIGHT DUTY CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTPUBLIC CONCRETE PAVEMENTPEDESTRIAN ACCESS EXHIBITFOR CITY REVIEW ONLY TOILLUSTRATE COMPLIANCE WITHZONING AND DEVELOPMENTREGULATIONS. IT IS NOTINTENDED FOR CONSTRUCTIONPURPOSES. XXS S S S S S S S S SS S S S S S SS SS S SS FLFLFLFLFLFLFLFL FLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FP W D S T W E EE W S F S W G G S E T XXOHEOHEXBM 403 BM 404 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHE OHEOHEXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OHE OHE OHE OHE OHE OHE OHE BM 402 P P P P P P P P P P P F F F F F F 1633642.088UG FIBER OPTIC MARKER MCI F F D1182638.431STORM DRAIN MANHOLE X XXXXX 1542651.120UG FIBER OPTIC MARKER SBC 1564646.501UG FIBER OPTIC MARKER SBC 30642.145UG FIBER OPTIC MARKER SBC F 31642.088UG FIBER OPTIC MARKER MCI 1727648.173UG FIBER OPTIC MARKER SBC BM 405 T T T T T T T T T T T T T T WV WV PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. LOT 2 LOT 1 CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 13X4 PART OF LOT 1 PART OF LOT 2 PART OF LOT 3 N89°28'39"E 1663.12' 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' 5' UTILITY EASEMENT INST. NO. D224150544 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-184, PG. 71 P.R.T.C.T. 5' UTILITY EASEMENT INST. NO. D224150544 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. 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. 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. ACCESS, UTILITY & DRAINAGE EASEMENT INST. NO. D224150544-P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T.STATE H IGHWAY NO . 114 (A VAR IABLE W IDTH PUBL IC R IGHT -OF -WAY ) KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERV ICE ROADVICENZA DRIVE(51' RIGHT-OF-WAY)MURANO PLACE (51' RIGHT-OF-WAY) LUCERNE LANE (60' RIGHT-OF-WAY) BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' N60° 5 8' 5 7" E 655.7 5' N89°28'39"E 171.64' 10' PEDESTRIAN EASEMENT DOC. NO. D207152978 O.P.R.T.C.T. S0°18'41"E 1274.60' 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL.8440, PG. 768 D.R.T.C.T. WEST KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EAST KIRKWOOD BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) SS SS S S S S S T3P FLFLFLFL FL FLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLF L F L F L F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLT3PT3PT3 P T3PT3P T 3P T3P EVEV EV EV EV EV EV EV EV 4.47 cfs DA-C-3 0.54 ac 5.28 cfs DA-C-2 0.64 ac 6.74 cfs DA-A-BLDG 0.82 ac 3.77 cfs DA-C-BLDG 0.46 ac 5.06 cfs DA-C-4 0.62 ac 4.84 cfs DA-C-6 0.59 ac 2.61 cfs DA-D-BLDG1 0.32 ac 2.40 cfs DA-B-BLDG1 0.29 ac 3.34 cfs DA-B-BLDG2 0.41 ac 1.79 cfs DA-B-BLDG3 0.22 ac 5.24 cfs DA-D-1 0.64 ac 7.34 cfs DA-D 0.89 ac 4.58 cfs DA-B-5 0.56 ac 2.14 cfs DA-B-6 0.26 ac 11.28 cfs DA-B-7 1.37 ac 8.36 cfs DA-B 1.02 ac 3.57 cfs DA-POND 0.44 ac 2.52 cfs DA-B-4 0.31 ac 2.11 cfs DA-D-GROVE 0.26 ac 2.86 cfs DA-D-3 0.35 ac 1.53 cfs DA-D-4 0.19 ac 2.00 cfs DA-D-5 0.24 ac 3.16 cfs DA-C-5 0.38 ac 1.48 cfs DA-D-6 0.18 ac 0.29 cfs DA-D-BLDG2 0.04 ac 0.79 cfs DA-C-BLDG4 0.10 ac 0.48 cfs DA-C-BLDG3 0.06 ac 0.56 cfs DA-D-6.2 0.07 ac 0.48 cfs DA-A-6.1 0.06 ac 2.11 cfs DA-A-6.0 0.26 ac 1.51 cfs DA-A-5 0.18 ac 4.62 cfs DA-A-6 0.56 ac 6.82 cfs DA-ROW-4 0.78 ac 45.40 cfs DA-B-SF 8.45 ac 1.21 cfs DA-A 0.15 ac 1.90 cfs DA-C-1 0.23 ac 1.32 cfs DA-B-2 0.16 ac DESIGN POINT A JUNCTION BOX BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN = 107.33 CFS DESIGN POINT C JUNCTION BOX BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN = 24.08 CFS DESIGN POINT B STORM MAIN BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN =1.32 CFS DESIGN POINT E STORM MAIN BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN =1.21 CFS DESIGN POINT F STORM MAIN BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN = 1.51 CFS DESIGN POINT G STORM MAIN BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN = 7.77 CFS DESIGN POINT D STORM MAIN BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE PACKAGE QDESIGN =1.90 CFS WEST KIRKWOOD BOULEVARD DRAINAGE AREA TABLE DRAINAGE AREA NO. DA-A DA-A-5 DA-A-6 DA-A-6.0 DA-A-6.1 DA-A-BLDG DA-B DA-B-2 DA-B-4 DA-B-5 DA-B-6 DA-B-7 DA-B-BLDG1 DA-B-BLDG2 DA-B-BLDG3 DA-B-SF DA-C-1 DA-C-2 DA-C-3 DA-C-4 DA-C-5 DA-C-6 DA-C-BLDG DA-C-BLDG3 DA-C-BLDG4 DA-D DA-D-1 DA-D-3 DA-D-4 DA-D-5 DA-D-6 DA-D-6.2 DA-D-BLDG1 DA-D-BLDG2 DA-D-GROVE DA-POND DA-ROW-4 AREA (ac) 0.15 0.18 0.56 0.26 0.06 0.82 1.02 0.16 0.31 0.56 0.26 1.37 0.29 0.41 0.22 8.45 0.23 0.64 0.54 0.62 0.38 0.59 0.46 0.06 0.10 0.89 0.64 0.35 0.19 0.24 0.18 0.07 0.32 0.04 0.26 0.44 0.78 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 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 0.67 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 0.84 0.84 0.90 TIME OF CONCENTRATION (minutes) 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 RAINFALL INTENSITY "I"100 (in/hr) 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 8.02 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 9.78 TOTAL FLOW Q100 (cfs) 1.21 1.51 4.62 2.11 0.48 6.74 8.36 1.32 2.52 4.58 2.14 11.28 2.40 3.34 1.79 45.40 1.90 5.28 4.47 5.06 3.16 4.84 3.77 0.48 0.79 7.34 5.24 2.86 1.53 2.00 1.48 0.56 2.61 0.29 2.11 3.57 6.82 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 4:48 PMPLOTTED BYGARCIA, EVAN 6/1/2026 4:48 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-PropDam-Plan.dwg , [ 24x36 ]IMAGESXREFS oDmap-PC : x22X34-B900 : xBase-PC : xEsmt-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : oDmap-PC13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015SHIVERS' FARMBUILDING 900PROPOSED DRAINAGEAREA MAPC-401 NORTH 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 PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FIRE LANE PROPOSED CURB INLET PROPOSED GRATE INLET LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR CI GI CITY CASE NO. ZA26-0043 06/01/2026 SSSSSSSSWWWWW WWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P EV T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P EV W OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE XXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEP P P P P P P F F F 1633642.088UG FIBER OPTIC MARKER MCI 1542651.120UG FIBER OPTIC MARKER SBC 1564646.501UG FIBER OPTIC MARKER SBC 30642.145UG FIBER OPTIC MARKER SBC F 31642.088UG FIBER OPTIC MARKER MCIGASGASGASGASGASGASGASGAS GASGASGAST T TCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL WLOT 3LOT 2LOT 1 N89°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' 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. 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. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' N60° 5 8' 5 7" E 655.7 5' N89°28'39"E 171.64' 652.50 FFE 653.00 FFE 652.50 FFE 650.00 FFE 650.00 FFE 652.50 FFE LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 SSSSSSSSWWWWW WWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S S WWWWWWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S SS S SS STA: 9+11.82, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.3± FL 8" (SE): 645.01 FL 8" (N): 645.11 STA: 1+42.52, PRIVATE SS LAT A-3.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.63, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+49.94, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (NE): 643.40 FL 8" (NW): 643.50 STA: 1+00.01, PRIVATE SS LAT A-3 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 649.9± FL 8" (SW): 642.59 STA: 9+44.69, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1.1 INSTALL: 1 - 5' MANHOLE RIM: 651.0± FL 8" (S): 645.28 FL 8" (NE): 645.38 FL 6" (SE): 645.38 STA: 10+44.48,PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 8" X 4" TEE FL 8" (SW): 645.94 FL 8" (NE): 645.94 FL 4" (SE): 646.11 STA: 11+04.06, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 6" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NW): 646.42 STA: 1+26.50, PRIVATE SS LAT C-1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NW): 648.17 STA: 1+00.01, PRIVATE SS LAT A-4.1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.5± FL 6" (SW): 647.82 STA: 1+44.41, PRIVATE SS LAT A-4.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 648.00 STA: 1+00.00, PRIVATE SS LAT A-5 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.8± FL 6" (SW): 646.84 STA: 1+28.03, PRIVATE SS LAT A-6 STA: 1+14.22, PRIVATE SS LAT C-1.1 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS STA: 1+26.38, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (N): 644.27 FL 4" (SW): 644.27 STA: 3+85.81, PRIVATE SS LAT A-3 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 644.75 STA: 3+71.38, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE RIM: 649.2± FL 8" (SE): 644.35 FL 6" (SW): 644.45 PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION STA: 3+35.38,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.1 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 644.17 FL 8" (NW): 644.17 FL 4" (SW): 644.33 STATE H IGHWAY NO . 114 (A VAR IABLE W IDTH PUBL IC R IGHT -OF -WAY ) STA: 1+16.66, PRIVATE SS LAT A-4 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 647.17WEST KIRKWOOD BOULEVARDEXISTING 10' WATER EASEMENT (TYP.) EXISTING 8.5' WATER EASEMENT EXISTING 20' DRAINAGE EASEMENT EXISTING DETENTION EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENTS EXISTING 10' WATER EASEMENT (TYP.) EXISTING 15' DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING DETENTION EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, EXISTING 10' WATER EASEMENT (TYP.) EXISTING 15' SANITARY SEWER EASEMENT STA: 2+29.11,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.2 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 643.64 FL 8" (NW): 643.64 FL 4" (SW): 643.80 STA: 1+87.55,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.3 INSTALL: 1 - 8" X 4" TEE FL 8" (NE): 643.28 FL 8" (SW): 643.28 FL 4" (SE): 643.45 STA: 1+00.01, PRIVATE SS LAT A-4 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.6± FL 6" (SW): 647.10 STA: 1+28.50, PRIVATE SS LAT A-5 INSTALL: 1 - PIPE SIZE CHANGE STA: 1+12.24, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (NW): 643.83 FL 4" (S): 643.83 RIM OF 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET TO BE ADJUSTED TO MATCH FINISHED GRADE RIM OF 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET TO BE ADJUSTED TO MATCH FINISHED GRADE SSSSSSSSWWWWW WWWWWWW W W W W WWWWWSS S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3P T3P FLFL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3POHE OHEOHEPGASTCBLCBLCBLCBLCBLCBL 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' 652.50 FFE 653.00 FFE 650.00 FFE SSSSSSSSWWWWW WWWWWWW W W W W WWWWWSS S S S S WW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S STA: 9+11.82, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.3± FL 8" (SE): 645.01 FL 8" (N): 645.11 STA: 1+40.63, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+49.94, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (NE): 643.40 FL 8" (NW): 643.50 STA: 9+44.69, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1.1 INSTALL: 1 - 5' MANHOLE RIM: 651.0± FL 8" (S): 645.28 FL 8" (NE): 645.38 FL 6" (SE): 645.38 STA: 10+44.48,PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 8" X 4" TEE FL 8" (SW): 645.94 FL 8" (NE): 645.94 FL 4" (SE): 646.11 STA: 11+04.06, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 6" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NW): 646.42 STA: 1+26.50, PRIVATE SS LAT C-1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NW): 648.17 STA: 1+00.01, PRIVATE SS LAT A-4.1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.5± FL 6" (SW): 647.82 STA: 1+44.41, PRIVATE SS LAT A-4.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 648.00 STA: 1+00.00, PRIVATE SS LAT A-5 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.8± FL 6" (SW): 646.84 STA: 1+28.03, PRIVATE SS LAT A-6 STA: 1+14.22, PRIVATE SS LAT C-1.1 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS STA: 1+26.38, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (N): 644.27 FL 4" (SW): 644.27 PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION STA: 1+16.66, PRIVATE SS LAT A-4 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 647.17 EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, EXISTING 10' WATER EASEMENT (TYP.) STA: 2+29.11,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.2 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 643.64 FL 8" (NW): 643.64 FL 4" (SW): 643.80 STA: 1+00.00, PRIVATE SS LAT A-3.3 INSTALL: 1 - 8" X 4" TEE FL 8" (NE): 643.28 FL 8" (SW): 643.28 FL 4" (SE): 643.45 STA: 1+00.01, PRIVATE SS LAT A-4 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.6± FL 6" (SW): 647.10 STA: 1+28.50, PRIVATE SS LAT A-5 INSTALL: 1 - PIPE SIZE CHANGE STA: 1+12.24, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (NW): 643.83 FL 4" (S): 643.83 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:46 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:50 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Sanitary-Plan.dwg , [ 500 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900SANITARY SEWERPLAN (1 OF 2)C-500 NORTH 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 D 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 MATC H LI N E SEE S H E E T C-50 1 CITY CASE NO. ZA26-0043 06/01/2026 SSSS SS SS SSSSSSSSSSS S S S S S SS SS SSWWWWW WWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWW DWDWDWFWFWSSSSSS SSDWDWFWS S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL FL 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 FL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT 3 P T3PT 3P T3P EVEV EV EV EV EV EV EV T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL FL 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 FL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT 3 P T3PT 3P T3P EVEV EV EV EV EV EV EV D S S F S E T OHEXXBM 403 BM 404 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE P P P P F F F F X X X XXXXXXXXXX 1727648.173UG FIBER OPTIC MARKER SBC BM 405GASGASGASGASG A S T T T T T T T CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCB L C B L C B L C B L C B L C B LCBLCBLCBL C B L C B L C B L C B L C B L C B LCBLCBLCBLCBLCBL WW 4S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' 7.5' UTILITY EASEMENT VOL. 388-184, PG. 71 P.R.T.C.T. 5' UTILITY EASEMENT INST. NO. D224150544 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. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' 652.50 FFE 653.00 FFE 653.50 FFE 652.00 FFE 652.50 FFE 650.00 FFE 650.00 FFE 654.00 FFE LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF SSSS SS SS SSSSSSSSSSS S S S S S SS SS SSWWWWW WWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWW DWDWDWFWFWSSSSSS SSDWDWFWS S S S S WWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S SS S S S S S STA: 2+16.52, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT D INSTALL: 1 - 5' MANHOLE RIM: 652.5± FL 8" (NW): 640.55 FL 8" (SW): 640.65 FL 8" (E): 640.65 STA: 5+99.85,PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-2.1 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 643.32 FL 8" (NW): 643.32 FL 4" (NE): 643.49 STA: 9+11.82, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.3± FL 8" (SE): 645.01 FL 8" (N): 645.11 STA: 2+32.24, PRIVATE SS LAT D INSTALL: 1 - 4' MANHOLE RIM: 652.7± FL 8" (W): 646.97 FL 8" (E): 647.07 STA: 1+00.00, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT A-6 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 652.4± FL 8" (SE): 639.87 FL 6" (W): 648.71 STA: 1+42.52, PRIVATE SS LAT A-3.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.63, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+49.94, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (NE): 643.40 FL 8" (NW): 643.50 STA: 1+00.01, PRIVATE SS LAT A-3 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 649.9± FL 8" (SW): 642.59 STA: 9+44.69, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1.1 INSTALL: 1 - 5' MANHOLE RIM: 651.0± FL 8" (S): 645.28 FL 8" (NE): 645.38 FL 6" (SE): 645.38 STA: 10+44.48,PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 8" X 4" TEE FL 8" (SW): 645.94 FL 8" (NE): 645.94 FL 4" (SE): 646.11 STA: 11+04.06, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 6" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NW): 646.42 STA: 1+26.50, PRIVATE SS LAT C-1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NW): 648.17 STA: 1+00.01, PRIVATE SS LAT A-4.1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.5± FL 6" (SW): 647.82 STA: 1+44.41, PRIVATE SS LAT A-4.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 648.00 STA: 1+00.00, PRIVATE SS LAT A-5 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.8± FL 6" (SW): 646.84 STA: 5+47.24, PRIVATE SS LAT D REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 8" (W): 648.65 STA: 1+28.03, PRIVATE SS LAT A-6 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 6" (E): 648.82 FL 6" (SW): 648.82 STA: 1+51.54, PRIVATE SS LAT A-6 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 648.92 STA: 4+29.13, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (E): 642.30 FL 8" (NW): 642.40 STA: 3+75.26, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-3 INSTALL: 1 - 5' DROP MANHOLE RIM: 652.2± FL 8" (NE): 641.93 FL 8" (W): 642.03 STA: 1+34.54, PRIVATE SS LAT C-2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (SW): 648.50 STA: 1+06.50, PRIVATE SS LAT C-2.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (SW): 644.27 STA: 6+38.08,PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-2 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 643.53 FL 8" (NW): 643.53 FL 4" (NE): 643.70 STA: 1+14.22, PRIVATE SS LAT C-1.1 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NW): 646.42 STA: 1+26.38, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (N): 644.27 FL 4" (SW): 644.27 RIM OF 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET TO BE ADJUSTED TO MATCH FINISHED GRADE STA: 3+85.81, PRIVATE SS LAT A-3 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 644.75 1 - 5' MANHOLE RIM: 649.2± FL 8" (SE): 644.35 FL 6" (SW): 644.45 PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION STA: 3+35.38,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.1 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 644.17 FL 8" (NW): 644.17 FL 4" (SW): 644.33 STA: 1+16.66, PRIVATE SS LAT A-4 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 647.17 WEST KIRKWOOD BOULEVARD N. WHITE CHAPEL BOULEVARDEXISTING 8.5' WATER EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 15' SANITARY SEWER EASEMENT STA: 2+29.11,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.2 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 643.64 FL 8" (NW): 643.64 FL 4" (SW): 643.80 STA: 1+87.55,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.3 INSTALL: 1 - 8" X 4" TEE FL 8" (NE): 643.28 FL 8" (SW): 643.28 FL 4" (SE): 643.45 STA: 1+00.01, PRIVATE SS LAT A-4 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.6± FL 6" (SW): 647.10 STA: 1+28.50, PRIVATE SS LAT A-5 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 646.94 STA: 1+12.24, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (NW): 643.83 FL 4" (S): 643.83 SSSSWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3P∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' 652.50 FFE 650.00 FFE 650.00 FFE LOT 2, BLOCK A 9.509 ACRES 414,231 SF SSSSWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S WWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSS S S S S S STA: 1+42.52, PRIVATE SS LAT A-3.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.63, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+49.94, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (NE): 643.40 FL 8" (NW): 643.50 STA: 1+00.01, PRIVATE SS LAT A-3 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 649.9± FL 8" (SW): 642.59 STA: 9+44.69, PRIVATE SS LAT C STA: 10+44.48,PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 8" X 4" TEE FL 8" (SW): 645.94 FL 8" (NE): 645.94 FL 4" (SE): 646.11 STA: 11+04.06, PRIVATE SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 6" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NW): 646.42 STA: 1+00.01, PRIVATE SS LAT A-4.1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.5± FL 6" (SW): 647.82 STA: 1+00.00, PRIVATE SS LAT A-5 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER STA: 1+26.38, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (N): 644.27 FL 4" (SW): 644.27 STA: 3+85.81, PRIVATE SS LAT A-3 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 644.75 1 - 5' MANHOLE RIM: 649.2± FL 8" (SE): 644.35 FL 6" (SW): 644.45 PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION STA: 3+35.38,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.1 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 644.17 FL 8" (NW): 644.17 FL 4" (SW): 644.33 STA: 1+16.66, PRIVATE SS LAT A-4 INSTALL: 1 - PIPE SIZE CHANGE REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (NE): 647.17 EXISTING 8.5' WATER EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT STA: 2+29.11,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.2 INSTALL: 1 - 8" X 4" TEE FL 8" (SE): 643.64 FL 8" (NW): 643.64 FL 4" (SW): 643.80 STA: 1+87.55,PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.3 INSTALL: 1 - 8" X 4" TEE FL 8" (NE): 643.28 FL 8" (SW): 643.28 FL 4" (SE): 643.45 STA: 1+00.01, PRIVATE SS LAT A-4 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.6± FL 6" (SW): 647.10 STA: 1+12.24, PRIVATE SS LAT A-3.3 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (NW): 643.83 FL 4" (S): 643.83 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:46 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:50 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Sanitary-Plan.dwg , [ 501 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900SANITARY SEWERPLAN (2 OF 2)C-501 NORTH 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 D 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 MATC H LI N E SEE S H E E T C-50 0 CITY CASE NO. ZA26-0043 06/01/2026 WWWWWWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S SS S SS FLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WW OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE XXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEP P P P P P P F F F 1633642.088UG FIBER OPTIC MARKER MCI 1542651.120UG FIBER OPTIC MARKER SBC 1564646.501UG FIBER OPTIC MARKER SBC 30642.145UG FIBER OPTIC MARKER SBC F 31642.088UG FIBER OPTIC MARKER MCIGASGASGASGASGASGASGASGAS GASGASGAST T TCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL LOT 3LOT 2LOT 1 N89°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' ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' N60° 5 8' 5 7" E 655.7 5' N89°28'39"E 171.64'SSSSSSWWWWWWWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P EV WEST KIRKWOODBOULEVARDLOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 4, BLOCK A 4.97 ACRES 216,624 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 STATE H IGHWAY NO . 114 (A VAR IABLE W IDTH PUBL IC R IGHT -OF -WAY ) STA: 3+04.15, ST LAT C-2 INSTALL: 1 - CB-36 GRATE INLET TG: 649.81' NORTHING:7038046.37 EASTING: 2381326.93 FL 24" PRIVATE STORM: 645.81 STA: 1+24.14, ST LAT C-3 INSTALL: 1 - CB-36 GRATE INLET TG: 649.52' NORTHING:7037932.68 EASTING: 2381389.99 FL 18" PRIVATE STORM: 645.52 STA: 1+00.00, ST LAT C-2 STA: 1+00.00, ST LAT C-4 CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET RIM: 649.6± NORTHING: 7037870.51 EASTING: 2381401.61 FL 24" PRIVATE STORM: 641.31 FL 24" PRIVATE STORM: 641.31 STA: 1+24.14, ST LAT C-6 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037827.75 EASTING: 2381448.20 FL 18" PRIVATE STORM: 644.52 STA: 3+03.15, ST LAT C-4 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037713.58 EASTING: 2381510.39 FL 24" PRIVATE STORM: 644.52 STA: 1+24.14, ST LAT C-5 INSTALL: 1 - CB-24 GRATE INLET TG: 648.52' NORTHING:7037766.53 EASTING: 2381482.16 FL 18" PRIVATE STORM: 644.52 STA: 1+00.00, ST LAT B-3 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7037610.14 EASTING: 2381447.61 FL 18" PRIVATE STORM: 639.29 STA: 1+50.00, ST LAT C-4 STA: 1+00.00, ST LAT C-6 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 642.10 FL 24" PRIVATE STORM: 642.10 FL 18" PRIVATE STORM: 642.35 STA: 1+33.43, ST LAT D-1 INSTALL: 1 -10' STD CURB INLET TC: 650.64' NORTHING: 7037587.75 EASTING: 2381591.75 FL 18" PRIVATE STORM: 646.14 STA: 1+34.62, ST LAT D-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.03' NORTHING: 7037326.70 EASTING: 2381391.54 FL 18" PRIVATE STORM: 646.53 STA: 1+66.87, ST LAT B-6 INSTALL: 1 - CB-36 GRATE INLET TG: 651.43' STA: 1+63.94, ST LAT B-5 INSTALL: 1 - CB-36 GRATE INLET TG: 651.24' NORTHING:7037356.32 EASTING: 2381846.49 FL 18" PRIVATE STORM: 646.74 STA: 1+35.26, ST LAT B-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.50' NORTHING: 7037429.02 EASTING: 2381772.42 FL 18" PRIVATE STORM: 647.00 STA: 1+33.43, ST LAT B-3 INSTALL: 1 -5' STD CURB INLET TC: 648.93' NORTHING: 7037586.90 EASTING: 2381468.59 FL 18" PRIVATE STORM: 644.43 STA: 1+14.57, ST LAT C-7 INSTALL: 1 - 5' STD CURB INLET TC: 648.53' NORTHING: 7037815.59 EASTING: 2381276.83 FL 18" PRIVATE STORM: 644.01 STA: 1+50.00, ST LAT C-2 STA: 1+00.00, ST LAT C-3 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 642.41 FL 24" PRIVATE STORM: 642.41 FL 18" PRIVATE STORM: 642.66 STA: 1+46.47, STORM E INSTALL: 1 - 42" PLUG NORTHING: 7037479.42 EASTING: 2381761.56 FL 42" STORM: 643.73 STA: 4+34.49, STORM D INSTALL: 1 -6' X 6' JUNCTION BOX RIM: 650.5± NORTHING:7037422.84 EASTING: 2381357.33 FL 48" PRIVATE STORM: 641.64 FL 36" PRIVATE STORM: 642.64 STA: 2+20.00, ST LAT C-4 STA: 1+00.00, ST LAT C-5 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 643.21 FL 24" PRIVATE STORM: 643.21 FL 18" PRIVATE STORM: 643.46 STA: 4+14.93, STORM D STA: 1+00.00, ST LAT D-3 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.51 FL 48" PRIVATE STORM: 641.51 FL 18" PRIVATE STORM: 642.76 STA: 2+82.29, STORM B STA: 1+00.00, STORM E INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 652.0± NORTHING: 7037458.03 EASTING: 2381720.31 FL 60" PUBLIC STORM: 639.78 FL 48" PRIVATE STORM: 640.77 FL 42" STORM: 643.50 STA: 6+19.12, STORM D STA: 1+00.00, ST LAT D-5 INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.83 FL 36" PRIVATE STORM: 643.83 FL 18" PRIVATE STORM: 644.58 STA: 5+21.16, STORM D STA: 1+00.00, ST LAT D-4 INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.20 FL 36" PRIVATE STORM: 643.20 FL 18" PRIVATE STORM: 643.95 STA: 1+42.43, STORM D STA: 1+00.00, ST LAT D-1 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 639.76 FL 48" PRIVATE STORM: 639.76 FL 18" PRIVATE STORM: 641.01 STA: 3+23.88, STORM B STA: 1+00.00, ST LAT B-4 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.00 FL 48" PRIVATE STORM: 641.00 FL 18" PRIVATE STORM: 642.26 STA: 4+25.35, STORM B STA: 1+00.00, ST LAT B-5 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.56 FL 48" PRIVATE STORM: 641.56 FL 18" PRIVATE STORM: 642.95 STA: 1+00.00, ST LAT C-7 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7037802.24 EASTING: 2381278.53 FL 18" PRIVATE STORM: 639.33 STA: 1+17.57, ST LAT A-5 INSTALL: 1 - 5' STD CURB INLET TC: 651.25' NORTHING: 7038258.94 EASTING: 2381632.38 FL 18" PRIVATE STORM: 646.75 STA: 4+00.49, ST LAT A-6 INSTALL: 1 - 10' STD CURB INLET TC: 649.85' NORTHING: 7037998.53 EASTING: 2381789.61 FL 24" PRIVATE STORM: 645.35 STA: 1+41.31, ST LAT A-6.2 INSTALL: 12" NDS TRAFFIC RATED TRENCH DRAIN OR AN APPROVAL EQUAL TG: 648.52' NORTHING:7038144.37 EASTING: 2381677.93 FL 6" PRIVATE HDPE: 647.98 STA: 2+43.34, ST LAT A-6 INSTALL: 1 - 4' JUNCTION BOX WITH CB-24 GRATE INLET TG: 649.67' NORTHING:7038112.15 EASTING: 2381719.02 FL 24" PRIVATE STORM: 644.67 FL 24" PRIVATE STORM: 644.67 STA: 1+43.72, ST LAT A-6.1 INSTALL: 12" NDS TRAFFIC RATED TRENCH DRAIN OR AN APPROVAL EQUAL TG: 650.52' NORTHING:7038190.35 EASTING: 2381652.42 FL 6" PRIVATE HDPE: 649.99 STA: 1+71.80, ST LAT A-6 STA: 1+00.00, ST LAT A-6.2 INSTALL: 1 - 24" X 6" 45° WYE FL 24" PRIVATE STORM: 644.37 FL 24" PRIVATE STORM: 644.37 FL 6" PRIVATE HDPE: 645.12 STA: 1+00.00, ST LAT A-5 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7038243.40 EASTING: 2381627.52 FL 18" PRIVATE STORM: 644.12 STA: 1+40.28, ST LAT A-6 STA: 1+00.00, ST LAT A-6.1 INSTALL: 1 - 24" X 6" 45° WYE FL 24" PRIVATE STORM: 644.24 FL 24" PRIVATE STORM: 644.24 FL 6" PRIVATE HDPE: 644.99 STA: 1+00.00, ST LAT A-6 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7038243.76 EASTING: 2381667.75 FL 24" PRIVATE STORM: 644.07 STA: 1+34.64, ST LAT A-0 INSTALL: 1 - 5' STD CURB INLET TC: 650.48' NORTHING: 7037960.92 EASTING: 2381197.65 FL 18" PRIVATE STORM: 645.98 STA: 1+00.00, ST LAT A-0 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7037966.97 EASTING: 2381229.17 FL 18" PRIVATE STORM: 639.26 STA: 1+14.14, ST LAT A-0 INSTALL: 1 - 45° BEND STA: 2+94.15, ST LAT C-2 INSTALL: 1 - 45° BEND STA: 2+80.01, ST LAT C-2 INSTALL: 1 - 45° BEND STA: 1+14.14, ST LAT C-3 INSTALL: 1 - 45° BEND STA: 1+14.14, ST LAT C-6 INSTALL: 1 - 45° BEND STA: 1+14.14, ST LAT C-5 INSTALL: 1 - 45° BEND STA: 2+94.15, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 2+80.01, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 1+07.07, ST LAT C-7 INSTALL: 1 - 45° BEND STA: 1+10.00, ST LAT B-3 INSTALL: 1 -45° BEND STA: 1+10.00, ST LAT D-1 INSTALL: 1 - 45° BEND STA: 1+16.36, ST LAT D-3 INSTALL: 1 - 45° BEND STA: 1+14.12, ST LAT D-4 INSTALL: 1 - 45° BEND STA: 1+10.04, ST LAT B-5 INSTALL: STA: 1+12.83, ST LAT B-4 INSTALL: 1 - 45° BEND STA: 1+07.07, ST LAT A-5 INSTALL: 1 - 45° BEND STA: 1+20.53, ST LAT A-6 INSTALL: 1 - 45° BEND STA: 1+11.76, ST LAT A-6.1 INSTALL: 45° BEND STA: 3+62.84, ST LAT A-6 INSTALL: 1 - 45° BEND STA: 3+76.99, ST LAT A-6 INSTALL: 1 - 45° BEND STA: 1+00.00, STORM B CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET TEMP. 36" HEADWALL TO BE REMOVED NORTHING: 7037617.44 EASTING: 2381631.88 FL 60" PUBLIC STORM: 638.78 STA: 1+37.00, STORM B STA: 1+00.00, STORM D INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 651.3± NORTHING: 7037585.09 EASTING: 2381649.83 FL 60" PUBLIC STORM: 638.98 FL 60" PUBLIC STORM: 638.98 FL 48" PRIVATE STORM: 639.48 STA: 1+35.29, ST LAT D-3 INSTALL: 1 - 5' STD CURB INLET TC: 650.16' NORTHING: 7037453.38 EASTING: 2381349.52 FL 18" PRIVATE STORM: 645.66 EX. 36" PUBLIC STORM EX. 54" PUBLIC STORM EX. 60" PUBLIC STORM 18" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 48" PRIVATE STORM 42" STORM 60" PUBLIC STORM 18" PRIVATE STORM 24" PRIVATE STORM 6" PRIVATE HDPE 24" PRIVATE STORM 60" PUBLIC STORM 6" PRIVATE HDPE 48" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM EX. 48" PUBLIC STORM EXISTING 10' WATER EASEMENT EXISTING 8.5' WATER EASEMENT EXISTING 20' DRAINAGE EASEMENT EXISTING DETENTION EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 15' SEWER EASEMENT EXISTING DETENTION EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 10' WATER EASEMENT (TYP.) EXISTING 15' DRAINAGE EASEMENT NWSEL = 642.00 100 YR WSEL = 646.34 STA: 6+41.09, STORM D STA: 1+00.00, ST LAT D-PARK INSTALL: EXISTING 10' WATER EASEMENTS WW W W W W W W W W W W W SSFLFLFL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL 12"WOHEOHEOHEPGASTCBLCBLCBLCBLCBLCBL ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7'SSSSSSWWWWWWWWWWWW W W W W WWWWWSS S S S S T3P FLFL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3P STA: 3+03.15, ST LAT C-4 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037713.58 EASTING: 2381510.39 FL 24" PRIVATE STORM: 644.52 STA: 1+00.00, ST LAT B-3 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7037610.14 EASTING: 2381447.61 FL 18" PRIVATE STORM: 639.29 STA: 1+33.43, ST LAT D-1 INSTALL: 1 -10' STD CURB INLET TC: 650.64' NORTHING: 7037587.75 EASTING: 2381591.75 FL 18" PRIVATE STORM: 646.14 STA: 1+34.62, ST LAT D-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.03' NORTHING: 7037326.70 EASTING: 2381391.54 FL 18" PRIVATE STORM: 646.53 STA: 1+66.87, ST LAT B-6 INSTALL: 1 - CB-36 GRATE INLET TG: 651.43' STA: 1+63.94, ST LAT B-5 INSTALL: 1 - CB-36 GRATE INLET TG: 651.24' NORTHING:7037356.32 EASTING: 2381846.49 FL 18" PRIVATE STORM: 646.74 STA: 1+35.26, ST LAT B-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.50' NORTHING: 7037429.02 EASTING: 2381772.42 FL 18" PRIVATE STORM: 647.00 STA: 1+33.43, ST LAT B-3 INSTALL: 1 -5' STD CURB INLET TC: 648.93' NORTHING: 7037586.90 EASTING: 2381468.59 FL 18" PRIVATE STORM: 644.43 STA: 1+46.47, STORM E INSTALL: 1 - 42" PLUG NORTHING: 7037479.42 EASTING: 2381761.56 FL 42" STORM: 643.73 STA: 4+34.49, STORM D INSTALL: 1 -6' X 6' JUNCTION BOX RIM: 650.5± NORTHING:7037422.84 EASTING: 2381357.33 FL 48" PRIVATE STORM: 641.64 FL 36" PRIVATE STORM: 642.64 FL 24" PRIVATE STORM: 643.21 FL 24" PRIVATE STORM: 643.21 FL 18" PRIVATE STORM: 643.46 STA: 4+14.93, STORM D STA: 1+00.00, ST LAT D-3 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.51 FL 48" PRIVATE STORM: 641.51 FL 18" PRIVATE STORM: 642.76 STA: 2+82.29, STORM B STA: 1+00.00, STORM E INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 652.0± NORTHING: 7037458.03 EASTING: 2381720.31 FL 60" PUBLIC STORM: 639.78 FL 48" PRIVATE STORM: 640.77 FL 42" STORM: 643.50 STA: 6+19.12, STORM D STA: 1+00.00, ST LAT D-5 INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.83 FL 36" PRIVATE STORM: 643.83 FL 18" PRIVATE STORM: 644.58 STA: 5+21.16, STORM D STA: 1+00.00, ST LAT D-4 INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.20 FL 36" PRIVATE STORM: 643.20 FL 18" PRIVATE STORM: 643.95 STA: 1+42.43, STORM D STA: 1+00.00, ST LAT D-1 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 639.76 FL 48" PRIVATE STORM: 639.76 FL 18" PRIVATE STORM: 641.01 STA: 3+23.88, STORM B STA: 1+00.00, ST LAT B-4 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.00 FL 48" PRIVATE STORM: 641.00 FL 18" PRIVATE STORM: 642.26 STA: 4+25.35, STORM B STA: 1+00.00, ST LAT B-5 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.56 FL 48" PRIVATE STORM: 641.56 FL 18" PRIVATE STORM: 642.95 1 - 45° BEND STA: 2+94.15, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 2+80.01, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 1+10.00, ST LAT B-3 INSTALL: 1 -45° BEND STA: 1+10.00, ST LAT D-1 INSTALL: 1 - 45° BEND STA: 1+16.36, ST LAT D-3 INSTALL: 1 - 45° BEND STA: 1+14.12, ST LAT D-4 INSTALL: 1 - 45° BEND STA: 1+10.04, ST LAT B-5 INSTALL: STA: 1+12.83, ST LAT B-4 INSTALL: 1 - 45° BEND STA: 1+00.00, STORM B CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET TEMP. 36" HEADWALL TO BE REMOVED NORTHING: 7037617.44 EASTING: 2381631.88 FL 60" PUBLIC STORM: 638.78 STA: 1+37.00, STORM B STA: 1+00.00, STORM D INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 651.3± NORTHING: 7037585.09 EASTING: 2381649.83 FL 60" PUBLIC STORM: 638.98 FL 60" PUBLIC STORM: 638.98 FL 48" PRIVATE STORM: 639.48 STA: 1+35.29, ST LAT D-3 INSTALL: 1 - 5' STD CURB INLET TC: 650.16' NORTHING: 7037453.38 EASTING: 2381349.52 FL 18" PRIVATE STORM: 645.66 EX. 60" PUBLIC STORM 18" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 48" PRIVATE STORM 42" STORM 60" PUBLIC STORM 18" PRIVATE STORM 60" PUBLIC STORM 48" PRIVATE STORM EXISTING 10' WATER EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT SEWER EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) STA: 6+41.09, STORM D STA: 1+00.00, ST LAT D-PARK INSTALL:BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:45 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:57 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Storm-Plan.dwg , [ 402 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900C-402 NORTH MATC H LI N E SEE S H E E T C-40 3 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 STORM PLAN(1 OF 2)LEGEND MH PROPERTY LINE PROPOSED FIRE LANE PROPOSED STORM PIPE PROPOSED 12" PVC ROOF DRAIN LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED DITCH FLOW PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM MANHOLE PROPOSED GRATE INLET JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL PROPOSED TRANSFORMER FH CI WM SS W STMH GI JB > CITY CASE NO. ZA26-0043 06/01/2026 WWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S SS S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL 12"W12"W12"W12"W12"W12"WD S S F S E T OHEXXBM 403 BM 404 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE P P P P F F F F X X X XXXXXXXXXX 1727648.173UG FIBER OPTIC MARKER SBC BM 405GASGASGASGASG A S T T T T T T T CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCB L C B L C B L C B L C B L C B LCBLCBLCBL C B L C B L C B L C B L C B L C B LCBLCBLCBLCBLCBL 4S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' 7.5' UTILITY EASEMENT VOL. 388-184, PG. 71 P.R.T.C.T. 5' UTILITY EASEMENT INST. NO. D224150544 P.R.T.C.T. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7'SSSS SS SS SSSSSSSSSSS S S S S S SS SSWWWWWWWWWW WWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWWSSSS SS SS S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL 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 FL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT 3 P T3PT 3P T3P EVEV EV EV EV EV EV EV WEST KIRKWOOD BOULEVARD N. WHITE CHAPEL BOULEVARDS T A T E H IG HW A Y NO . 1 1 4 ( A V A R I A B L E W I D T H P U B L I C R IG H T -O F -W A Y ) LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF TG: 649.52' NORTHING:7037932.68 EASTING: 2381389.99 FL 18" PRIVATE STORM: 645.52 STA: 1+00.00, ST LAT C-2 STA: 1+00.00, ST LAT C-4 CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET RIM: 649.6± NORTHING: 7037870.51 EASTING: 2381401.61 FL 24" PRIVATE STORM: 641.31 FL 24" PRIVATE STORM: 641.31 STA: 1+24.14, ST LAT C-6 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037827.75 EASTING: 2381448.20 FL 18" PRIVATE STORM: 644.52 STA: 3+03.15, ST LAT C-4 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037713.58 EASTING: 2381510.39 FL 24" PRIVATE STORM: 644.52 STA: 1+24.14, ST LAT C-5 INSTALL: 1 - CB-24 GRATE INLET TG: 648.52' NORTHING:7037766.53 EASTING: 2381482.16 FL 18" PRIVATE STORM: 644.52 STA: 1+00.00, ST LAT B-3 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7037610.14 EASTING: 2381447.61 FL 18" PRIVATE STORM: 639.29 STA: 1+50.00, ST LAT C-4 STA: 1+00.00, ST LAT C-6 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 642.10 FL 24" PRIVATE STORM: 642.10 FL 18" PRIVATE STORM: 642.35 STA: 1+33.43, ST LAT D-1 INSTALL: 1 -10' STD CURB INLET TC: 650.64' NORTHING: 7037587.75 EASTING: 2381591.75 FL 18" PRIVATE STORM: 646.14 STA: 1+34.62, ST LAT D-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.03' NORTHING: 7037326.70 EASTING: 2381391.54 FL 18" PRIVATE STORM: 646.53 STA: 1+34.62, ST LAT D-5 INSTALL: 1 - 5' STD CURB INLET TC: 650.65' NORTHING: 7037250.47 EASTING: 2381455.62 FL 18" PRIVATE STORM: 646.15 STA: 1+34.77, ST LAT D-6 INSTALL: 1 - 5' STD CURB INLET TC: 650.26' NORTHING: 7037166.59 EASTING: 2381534.96 FL 18" PRIVATE STORM: 646.27 STA: 8+40.32, STORM D INSTALL: 1 - 10' STD CURB INLET TC: 650.70' NORTHING: 7037115.78 EASTING: 2381588.20 FL 24" PRIVATE STORM: 646.25 STA: 10+62.02, STORM B INSTALL: 1 -10' STD CURB INLET TC: 652.47' NORTHING: 7037208.26 EASTING: 2382293.53 FL 24" PRIVATE STORM: 647.97 STA: 1+12.50, ST LAT B-7 INSTALL: 1 - 15' STD CURB INLET TC: 651.74' NORTHING: 7037206.73 EASTING: 2382012.92 FL 18" PRIVATE STORM: 647.24 STA: 1+66.87, ST LAT B-6 INSTALL: 1 - CB-36 GRATE INLET TG: 651.43' NORTHING:7037227.33 EASTING: 2381918.04 FL 18" PRIVATE STORM: 646.93 STA: 1+63.94, ST LAT B-5 INSTALL: 1 - CB-36 GRATE INLET TG: 651.24' NORTHING:7037356.32 EASTING: 2381846.49 FL 18" PRIVATE STORM: 646.74 STA: 1+35.26, ST LAT B-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.50' NORTHING: 7037429.02 EASTING: 2381772.42 FL 18" PRIVATE STORM: 647.00 STA: 1+33.43, ST LAT B-3 INSTALL: 1 -5' STD CURB INLET TC: 648.93' NORTHING: 7037586.90 EASTING: 2381468.59 FL 18" PRIVATE STORM: 644.43 STA: 1+50.00, ST LAT C-2 STA: 1+00.00, ST LAT C-3 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 642.41 FL 24" PRIVATE STORM: 642.41 FL 18" PRIVATE STORM: 642.66 STA: 7+57.48, STORM B INSTALL: 1 - 45° BEND NORTHING: 7037194.13 EASTING: 2381994.24 FL 36" PRIVATE STORM: 644.63 FL 36" PRIVATE STORM: 644.63 STA: 1+46.47, STORM E INSTALL: 1 - 42" PLUG NORTHING: 7037479.42 EASTING: 2381761.56 FL 42" STORM: 643.73 STA: 4+34.49, STORM D INSTALL: 1 -6' X 6' JUNCTION BOX RIM: 650.5± NORTHING:7037422.84 EASTING: 2381357.33 FL 48" PRIVATE STORM: 641.64 FL 36" PRIVATE STORM: 642.64 STA: 6+45.95, STORM B INSTALL: 1 - 6' X 6' JUNCTION BOX RIM: 652.5± NORTHING:7037140.03 EASTING: 2381896.71 FL 48" PRIVATE STORM: 642.77 FL 36" PRIVATE STORM: 643.77 STA: 2+20.00, ST LAT C-4 STA: 1+00.00, ST LAT C-5 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 643.21 FL 24" PRIVATE STORM: 643.21 FL 18" PRIVATE STORM: 643.46 STA: 4+14.93, STORM D STA: 1+00.00, ST LAT D-3 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.51 FL 48" PRIVATE STORM: 641.51 FL 18" PRIVATE STORM: 642.76 STA: 2+82.29, STORM B STA: 1+00.00, STORM E INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 652.0± NORTHING: 7037458.03 EASTING: 2381720.31 FL 60" PUBLIC STORM: 639.78 FL 48" PRIVATE STORM: 640.77 FL 42" STORM: 643.50 STA: 7+32.66, STORM D INSTALL: 1 -5' X 5' JUNCTION BOX RIM: 650.5± NORTHING:7037195.23 EASTING: 2381549.42 FL 36" PRIVATE STORM: 644.56 FL 24" PRIVATE STORM: 645.56 FL 18" PRIVATE STORM: 645.31 STA: 6+19.12, STORM D STA: 1+00.00, ST LAT D-5 INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.83 FL 36" PRIVATE STORM: 643.83 FL 18" PRIVATE STORM: 644.58 STA: 5+21.16, STORM D STA: 1+00.00, ST LAT D-4 INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.20 FL 36" PRIVATE STORM: 643.20 FL 18" PRIVATE STORM: 643.95 STA: 1+42.43, STORM D STA: 1+00.00, ST LAT D-1 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 639.76 FL 48" PRIVATE STORM: 639.76 FL 18" PRIVATE STORM: 641.01 STA: 3+23.88, STORM B STA: 1+00.00, ST LAT B-4 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.00 FL 48" PRIVATE STORM: 641.00 FL 18" PRIVATE STORM: 642.26 STA: 4+25.35, STORM B STA: 1+00.00, ST LAT B-5 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 641.56 FL 48" PRIVATE STORM: 641.56 FL 18" PRIVATE STORM: 642.95 STA: 5+65.78, STORM B STA: 1+00.00, ST LAT B-6 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 642.33 FL 48" PRIVATE STORM: 642.33 FL 18" PRIVATE STORM: 643.62 STA: 1+14.14, ST LAT C-6 INSTALL: 1 - 45° BEND STA: 1+14.14, ST LAT C-5 INSTALL: 1 - 45° BEND STA: 2+94.15, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 2+80.01, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 1+10.00, ST LAT B-3 INSTALL: 1 -45° BEND STA: 1+10.00, ST LAT D-1 INSTALL: 1 - 45° BEND STA: 1+16.36, ST LAT D-3 INSTALL: 1 - 45° BEND STA: 1+14.12, ST LAT D-4 INSTALL: 1 - 45° BEND STA: 1+14.12, ST LAT D-5 INSTALL: 1 - 45° BEND STA: 1+19.88, ST LAT D-6 INSTALL: 1 - 45° BEND STA: 8+05.97, STORM D INSTALL: 1 - 45° BEND STA: 8+20.57, STORM D INSTALL: 1 - 45° BEND STA: 10+44.34, STORM B INSTALL: 1 - 45° BEND STA: 1+20.04, ST LAT B-6 INSTALL: 1 - 45° BEND STA: 1+10.04, ST LAT B-5 INSTALL: 1 - 45° BEND STA: 1+12.83, ST LAT B-4 INSTALL: 1 - 45° BEND INSTALL: 1 - 45° BEND STA: 1+00.00, STORM B CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET TEMP. 36" HEADWALL TO BE REMOVED NORTHING: 7037617.44 EASTING: 2381631.88 FL 60" PUBLIC STORM: 638.78 STA: 1+37.00, STORM B STA: 1+00.00, STORM D INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 651.3± NORTHING: 7037585.09 EASTING: 2381649.83 FL 60" PUBLIC STORM: 638.98 FL 60" PUBLIC STORM: 638.98 FL 48" PRIVATE STORM: 639.48 STA: 7+76.23, STORM B STA: 1+00.00, ST LAT B-7 INSTALL: 1 - 6' X 6' JUNCTION BOX RIM: 651.4± NORTHING: 7037194.23 EASTING: 2382012.99 FL 36" PRIVATE STORM: 644.77 FL 24" PRIVATE STORM: 645.77 FL 18" PRIVATE STORM: 646.61 STA: 1+35.29, ST LAT D-3 INSTALL: 1 - 5' STD CURB INLET TC: 650.16' NORTHING: 7037453.38 EASTING: 2381349.52 FL 18" PRIVATE STORM: 645.66 EX. 36" PUBLIC STORM EX. 60" PUBLIC STORM 18" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 36" P RI V A T E S T O R M 48" PRIVATE STORM 18" PRIVATE STORM 48" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 48" PRIVATE STORM 42" STORM 60" PUBLIC STORM 18" PRIVATE STORM 60" PUBLIC STORM 48" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM EXISTING 10' WATER EASEMENT EXISTING 8.5' WATER EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 10' WATER EASEMENT (TYP.) EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 10' WATER EASEMENT (TYP.) EXISTING 10' WATER EASEMENT (TYP.) STA: 6+41.09, STORM D STA: 1+00.00, ST LAT D-PARK INSTALL: 1 - 45° WYE FL 36" PRIVATE STORM: 643.97 FL 36" PRIVATE STORM: 643.97 FL 18" PRIVATE STORM: 644.72 STA: 1+14.14, ST LAT D-PARK INSTALL: 1 - 45° BEND STA: 1+42.64, ST LAT D-PARK CONNECT TO PROPOSED PARK STORM DRAINS. REF LA PLANS FOR DRAIN LOCATIONS AND DETAILS NORTHING: 7037280.20 EASTING: 2381521.67 FL 18" PRIVATE STORM: 644.93WWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSS S S S S SFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7'SSSSWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PLOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF TG: 649.52' NORTHING:7037932.68 EASTING: 2381389.99 FL 18" PRIVATE STORM: 645.52 STA: 1+00.00, ST LAT C-2 STA: 1+00.00, ST LAT C-4 CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET RIM: 649.6± NORTHING: 7037870.51 EASTING: 2381401.61 FL 24" PRIVATE STORM: 641.31 FL 24" PRIVATE STORM: 641.31 STA: 1+24.14, ST LAT C-6 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037827.75 EASTING: 2381448.20 FL 18" PRIVATE STORM: 644.52 STA: 3+03.15, ST LAT C-4 INSTALL: 1 - CB-36 GRATE INLET TG: 648.52' NORTHING:7037713.58 EASTING: 2381510.39 FL 24" PRIVATE STORM: 644.52 STA: 1+24.14, ST LAT C-5 INSTALL: 1 - CB-24 GRATE INLET TG: 648.52' NORTHING:7037766.53 EASTING: 2381482.16 FL 18" PRIVATE STORM: 644.52 STA: 1+00.00, ST LAT B-3 INSTALL: 1 - 45° WYE CONNECTION TO EXISTING STORM BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET NORTHING: 7037610.14 EASTING: 2381447.61 FL 18" PRIVATE STORM: 639.29 STA: 1+50.00, ST LAT C-4 STA: 1+00.00, ST LAT C-6 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 642.10 FL 24" PRIVATE STORM: 642.10 FL 18" PRIVATE STORM: 642.35 STA: 1+33.43, ST LAT D-1 INSTALL: 1 -10' STD CURB INLET TC: 650.64' NORTHING: 7037587.75 EASTING: 2381591.75 FL 18" PRIVATE STORM: 646.14 STA: 1+35.26, ST LAT B-4 INSTALL: 1 - 5' STD CURB INLET TC: 651.50' STA: 1+33.43, ST LAT B-3 INSTALL: 1 -5' STD CURB INLET TC: 648.93' NORTHING: 7037586.90 EASTING: 2381468.59 FL 18" PRIVATE STORM: 644.43 STA: 1+50.00, ST LAT C-2 STA: 1+00.00, ST LAT C-3 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 642.41 FL 24" PRIVATE STORM: 642.41 FL 18" PRIVATE STORM: 642.66 STA: 1+46.47, STORM E INSTALL: 1 - 42" PLUG NORTHING: 7037479.42 EASTING: 2381761.56 FL 42" STORM: 643.73 STA: 2+20.00, ST LAT C-4 STA: 1+00.00, ST LAT C-5 INSTALL: 1 - 45° WYE FL 24" PRIVATE STORM: 643.21 FL 24" PRIVATE STORM: 643.21 FL 18" PRIVATE STORM: 643.46 STA: 4+14.93, STORM D STA: 1+00.00, ST LAT D-3 INSTALL: 1 - 45° WYE STA: 2+82.29, STORM B STA: 1+00.00, STORM E INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 652.0± NORTHING: 7037458.03 EASTING: 2381720.31 FL 60" PUBLIC STORM: 639.78 FL 48" PRIVATE STORM: 640.77 FL 42" STORM: 643.50 STA: 1+42.43, STORM D STA: 1+00.00, ST LAT D-1 INSTALL: 1 - 45° WYE FL 48" PRIVATE STORM: 639.76 FL 48" PRIVATE STORM: 639.76 FL 18" PRIVATE STORM: 641.01 STA: 1+14.14, ST LAT C-6 INSTALL: 1 - 45° BEND STA: 1+14.14, ST LAT C-5 INSTALL: 1 - 45° BEND STA: 2+94.15, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 2+80.01, ST LAT C-4 INSTALL: 1 - 45° BEND STA: 1+10.00, ST LAT B-3 INSTALL: 1 -45° BEND STA: 1+10.00, ST LAT D-1 INSTALL: 1 - 45° BEND INSTALL: 1 - 45° BEND STA: 1+00.00, STORM B CONNECT TO EX. JUNCTION BOX BUILT WITH THE GROCER INFRASTRUCTURE SET TEMP. 36" HEADWALL TO BE REMOVED NORTHING: 7037617.44 EASTING: 2381631.88 FL 60" PUBLIC STORM: 638.78 STA: 1+37.00, STORM B STA: 1+00.00, STORM D INSTALL: 1 -7' X 7' JUNCTION BOX RIM: 651.3± NORTHING: 7037585.09 EASTING: 2381649.83 FL 60" PUBLIC STORM: 638.98 FL 60" PUBLIC STORM: 638.98 FL 48" PRIVATE STORM: 639.48 STA: 1+35.29, ST LAT D-3 INSTALL: 1 - 5' STD CURB INLET TC: 650.16' NORTHING: 7037453.38 EASTING: 2381349.52 FL 18" PRIVATE STORM: 645.66 EX. 36" PUBLIC STORM EX. 60" PUBLIC STORM 18" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 24" PRIVATE STORM 24" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 48" PRIVATE STORM 42" STORM 60" PUBLIC STORM 18" PRIVATE STORM 60" PUBLIC STORM 48" PRIVATE STORM 24" PRIVATE STORM EXISTING 10' WATER EASEMENT EXISTING 8.5' WATER EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:45 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 4:06 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Storm-Plan.dwg , [ 403 ]IMAGESXREFS x22X34-B900 : xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900C-403 NORTH MATC H LI N E SEE S H E E T C-40 2 LEGEND MH PROPERTY LINE PROPOSED FIRE LANE PROPOSED STORM PIPE PROPOSED 12" PVC ROOF DRAIN LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED DITCH FLOW PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM MANHOLE PROPOSED GRATE INLET JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL PROPOSED TRANSFORMER FH CI WM SS W STMH GI JB >STORM PLAN(2 OF 2)CITY CASE NO. ZA26-0043 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 06/01/2026 W W W WWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S SS S SS FLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL W OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE XXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEP P P P P P P F F F 1633642.088UG FIBER OPTIC MARKER MCI 1542651.120UG FIBER OPTIC MARKER SBC 1564646.501UG FIBER OPTIC MARKER SBC 30642.145UG FIBER OPTIC MARKER SBC F 31642.088UG FIBER OPTIC MARKER MCIGASGASGASGASGASGASGASGAS GASGASGAST T TCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL WLOT 3LOT 2LOT 1 N89°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' 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. 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. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7' N60° 5 8' 5 7" E 655.7 5' N89°28'39"E 171.64'SSSSSSSSWWWWW WWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P EV PUBLI C 8" P V C ( W A T E R F) PUBLI C 8" P V C ( W A T E R E) EX. FH FH EX. FH EX. FH FH FH FH FH LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 4, BLOCK A 4.97 ACRES 216,624 SF WEST KIRKWOOD BOULEVARD5.0'8.0 ' EXISTING 8.5' WATER EASEMENT 9.5' 10.2' WATER CONNECTIONS FOR BUILDING WILL BE INSTALLED WITH GROCER INFRASTRUCTURE PLANS. REFERENCE SET FOR DETAILS: 2.0' 2.0' 2.0' STA: 2+22.00, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+96.50, PUBLIC WATER F INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037460.38 E:7037460.38 STA: 3+91.50, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037462.81 E:7037462.81 STA: 4+36.28, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037441.09 E:7037441.09 STA: 4+79.11, PUBLIC WATER F INSTALL: 1 - 45° BEND BEGIN CURVED WATER PIPE (R = 1815') N:7037399.91 E:7037399.91 STA: 5+09.45, PUBLIC WATER G INSTALL: STA: 4+25.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037301.47 E:7037301.47 STA: 3+62.45, PUBLIC WATER G INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037357.00 E:7037357.00 STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 STA: 1+00.00, PUBLIC WATER E CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037923.57 E:7037923.57 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037618.42 E:7037618.42 STA: 2+15.51, PUBLIC WATER E INSTALL: 1 - 45° BEND N:7037867.53 E:7037867.53 STA: 2+19.76, PUBLIC WATER E INSTALL: 1 - 45° BEND N:7037863.45 E:7037863.45 STA: 2+35.24, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMPLY N:7037855.94 E:7037855.94 STA: 3+55.72, PUBLIC WATER E INSTALL: 1 - 45° BEND N:7037797.50 E:7037797.50 STA: 3+69.15, PUBLIC WATER E INSTALL: 1 - 45° BEND N:7037784.59 E:7037784.59 STA: 5+42.15, PUBLIC WATER E INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037633.30 E:7037633.30 STA: 5+49.15, PUBLIC WATER E INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037548.48 E:7037548.48 STA: 1+36.50, PUBLIC WATER F STA: 1+00.00, PUBLIC WATER G INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES N:7037586.50 E:2381641.04 STA: 4+99.63, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE STA: 3+45.84, PUBLIC WATER E INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037802.30 E:7037802.30 STA: 3+40.84, PUBLIC WATER E INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037804.72 E:7037804.72 PUBLIC 8 " PVC (WATER E )PUBL PUBLI C 8" P V C ( W A T E R A) EX. 8" PVC EX. 8" PVC STA: 6+27.64, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037558.56 E:7037558.56 FDC FDC EX. 8" PVC FDC FDC FDC EXISTING 20' DRAINAGE EASEMENT EXISTING DETENTION EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 10' WATER EASEMENTS EXISTING 15' DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING DETENTION EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 10' WATER EASEMENT (TYP.) EX. FH EXISTING 15' SANITARY SEWER EASEMENT STA: 5+81.90, PUBLIC WATER E INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037598.54 E:7037598.54 STA: 3+54.99, PUBLIC WATER G INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037363.52 E:7037363.52 PUBLIC 8 " PVC (WATER G ) PUBLIC 8" PVC (WATER E) STA: 2+92.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037417.77 E:7037417.77 WWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S SFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL OHEOHEOHEPGASTCBLCBLCBLCBLCBLCBL 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7'SSSSSSSSWWWWW WWWWWWW W W W W WWWWWSS S S S S T3P FLFL FL FL FLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3P PUBLI C 8" P V C ( W A T E R F) EX. FH FH FH FH FH 5.0' BUILDING WILL BE INSTALLED WITH GROCER INFRASTRUCTURE PLANS. REFERENCE SET FOR DETAILS: 2.0' 2.0' 2.0' STA: 2+22.00, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+96.50, PUBLIC WATER F INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037460.38 E:7037460.38 STA: 3+91.50, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037462.81 E:7037462.81 STA: 4+36.28, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037441.09 E:7037441.09 STA: 4+79.11, PUBLIC WATER F INSTALL: 1 - 45° BEND BEGIN CURVED WATER PIPE (R = 1815') N:7037399.91 E:7037399.91 STA: 5+09.45, PUBLIC WATER G INSTALL: STA: 4+25.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037301.47 E:7037301.47 STA: 3+62.45, PUBLIC WATER G INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037357.00 E:7037357.00 STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037618.42 E:7037618.42 STA: 5+42.15, PUBLIC WATER E INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037633.30 E:7037633.30 STA: 5+49.15, PUBLIC WATER E INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037548.48 E:7037548.48 STA: 1+36.50, PUBLIC WATER F STA: 1+00.00, PUBLIC WATER G INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES N:7037586.50 E:2381641.04 STA: 4+99.63, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVEPUBLIC 8 " PVC (WATER E )PUBL EX. 8" PVC STA: 6+27.64, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037558.56 E:7037558.56 FDC FDC EX. 8" PVC FDC FDC EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) STA: 5+81.90, PUBLIC WATER E INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037598.54 E:7037598.54 STA: 3+54.99, PUBLIC WATER G INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037363.52 E:7037363.52 PUBLIC 8 " PVC (WATER G ) PUBLIC 8" PVC (WATER E) STA: 2+92.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037417.77 E:7037417.77 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:50 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Water-Plan.dwg , [ 600 ]IMAGESXREFS xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : xHard : x22X34-B90013455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900WATER PLAN(1 OF 2)C-600 NORTH MATC H LI N E SEE S H E E T C-60 1 UTILITY LEGEND S D W SS 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 WATER NOTES GENERAL NOTES 1.REFER TO CITY OF MUNICIPALITY DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. WATER 1.CONTRACTOR WILL SUPPLY ALL WATER METERS IN ACCORDANCE WITH THE CITY OF MUNICIPALITY SPECIFICATIONS. METER INSTALLATION WILL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO ACCEPTANCE. 2.REFER TO CITY OF MUNICIPALITY DESIGN GUIDELINES FOR ALL WATER METER AND FIRE HYDRANT DETAILS. 3.ALL FITTING SHALL BE OF DOMESTIC MANUFACTURE AND SHALL BE MECHANICALLY RESTRAINED. 4.VALVES ARE FOR ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL INSTALL PER CITY STANDARDS. 5.ALL WATER MAINS SHALL BE PVC. 5.1.DOMESTIC SERVICE LINE AND IRRIGATION = SDR9, C200 5.2.PRIVATE FIRE LINES = SDR14 5.3.ALL OTHER LINES = SDR18, C900 6.FIRE HYDRANT ASSEMBLY INSTALLED PER CITY STANDARDS AND WITH A 6" GATE VALVE. 7.EMBEDMENT FOR WATER LINE MAINS SHALL BE PER CITY DETAILS CITY CASE NO. ZA26-0043 06/01/2026 W W W W W W W W W W W WWWWW WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S SS S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL D S S F S E T OHEXXBM 403 BM 404 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS P P P P F F F F X X X XXXXXXXXXX 1727648.173UG FIBER OPTIC MARKER SBC BM 405GASGASGASGASG A S T T T T T T T CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCB L C B L C B L C B L C B L C B LCBLCBLCBL C B L C B L C B L C B L C B L C B LCBLCBLCBLCBLCBL WW 4S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' 7.5' UTILITY EASEMENT VOL. 388-184, PG. 71 P.R.T.C.T. 5' UTILITY EASEMENT INST. NO. D224150544 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. ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7'SSSS SS SS SSSSSSSSSSS S S S S S SS SS SSWWWWW WWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWW DWDWDWFWFWSSSSSS SSDWDWFWS S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFL FL 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 FL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L F L F L F L F L F L F L F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT 3 P T3PT 3P T3P EVEV EV EV EV EV EV EV PUBLIC 8" PVC (WATER F) PUBLIC 8" PVC (WATER F) PUBLIC 8" PVC (WATER F)PUBLIC 8 " PVC (WATER G ) PUBLI C 8" P V C ( W A T E R F) PUBLI C 8" P V C ( W A T E R E) FH EX. FH EX. FH FH FH FH FH FH FH FH FH FH 14.0' LOT 5, BLOCK A 9.300 ACRES 405,130 SF WEST KIRKWOOD BOULEVARD N. WHITE CHAPEL BOULEVARDFH 11.5'5.0'8.0 '4.5'EXISTING 8.5' WATER EASEMENT 9.5' 10.2' WATER CONNECTIONS FOR BUILDING WILL BE INSTALLED WITH GROCER INFRASTRUCTURE PLANS. REFERENCE SET FOR DETAILS: P U B L I C 8 " P V C (WA T E R F) 2.0' 2.0' 2.0' 3.0'5.0 ' STA: 2+22.00, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+96.50, PUBLIC WATER F INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037460.38 E:7037460.38 STA: 3+91.50, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037462.81 E:7037462.81 STA: 4+36.28, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037441.09 E:7037441.09 STA: 4+79.11, PUBLIC WATER F INSTALL: 1 - 45° BEND BEGIN CURVED WATER PIPE (R = 1815') N:7037399.91 E:7037399.91 STA: 7+77.56, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037174.66 E:7037174.66 STA: 8+20.51, PUBLIC WATER F INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037145.02 E:7037145.02 STA: 8+15.51, PUBLIC WATER F INSTALL: 1 - 4" FIRE SERVICE 1 - 8" X 4" TEE 1 - 8" GATE VALVE 1 - 4" GATE VALVE N:7037148.41 E:7037148.41 STA: 9+77.34, PUBLIC WATER F INSTALL: 1 - 45° BEND END CURVED WATER PIPE (R = 1815') N:7037043.09 E:7037043.09 STA: 11+15.99, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - FH ASSEMBLY N:7037043.85 E:7037043.85 STA: 6+96.34, PUBLIC WATER G INSTALL: 1 - 45° BEND N:7037065.02 E:7037065.02 STA: 12+06.98, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037044.34 E:7037044.34 STA: 12+72.89, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037019.68 E:7037019.68 STA: 6+10.53, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - FH ASSEMBLY N:7037140.06 E:7037140.06 STA: 5+09.45, PUBLIC WATER G INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037228.45 E:7037228.45 STA: 4+25.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037301.47 E:7037301.47 STA: 3+62.45, PUBLIC WATER G INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037357.00 E:7037357.00 STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037923.57 E:7037923.57 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037618.42 E:7037618.42 INSTALL: 1 - 45° BEND N:7037867.53 E:7037867.53 STA: 2+19.76, PUBLIC WATER E INSTALL: 1 - 45° BEND N:7037863.45 E:7037863.45 STA: 2+35.24, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMPLY N:7037855.94 E:7037855.94 STA: 5+42.15, PUBLIC WATER E INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037633.30 E:7037633.30 STA: 5+49.15, PUBLIC WATER E INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037548.48 E:7037548.48 STA: 1+36.50, PUBLIC WATER F STA: 1+00.00, PUBLIC WATER G INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES N:7037586.50 E:2381641.04 STA: 11+95.26, PUBLIC WATER F STA: 11+95.26, PUBLIC WATER F INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES N:7037044.28 E:2381930.50 STA: 14+39.08, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037020.58 E:7037020.58 STA: 15+85.10, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037021.38 E:7037021.38 STA: 16+06.32, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037036.46 E:7037036.46 STA: 16+27.68, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037057.82 E:7037057.82 STA: 16+22.68, PUBLIC WATER F INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037052.82 E:7037052.82 STA: 17+22.82, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037152.96 E:7037152.96STA: 17+41.18, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037171.32 E:7037171.32 STA: 17+68.24, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037190.35 E:7037190.35 STA: 19+10.13, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037189.58 E:7037189.58 STA: 21+13.25, PUBLIC WATER F INSTALL: 1 - 45° BEND N:7037188.47 E:7037188.47 STA: 4+99.63, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037383.42 E:7037383.42 STA: 6+05.45, PUBLIC WATER G STA: 22+03.90, PUBLIC WATER F INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES N:7037144.50 E:2381886.22PUBLIC 8 " PVC (WATER E )PUBL I C8 "PVC(WAT E RF ) PUBLIC 8" PVC (WATER F)PUBLIC 8 " PVC (WATER G )PUBLIC 8" PVC (WATER F)EX. 8" PVC EX. 8" PVC STA: 6+27.64, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037558.56 E:7037558.56 FDC FDC EX. 8" PVC FDC FDC FDC FH STA: 10+07.42, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037043.25 E:7037043.25 EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 10' WATER EASEMENT (TYP.) EXISTING 15' SANITARY SEWER EASEMENT STA: 5+81.90, PUBLIC WATER E INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037598.54 E:7037598.54 STA: 3+54.99, PUBLIC WATER G INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037363.52 E:7037363.52 PUBLIC 8 " PVC (WATER G ) PUBLIC 8" PVC (WATER E) STA: 2+92.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037417.77 E:7037417.77 W W W WWWW WWWWWWWW W W W W W W W W W W W SSSSSSSSSSSSSSSS S S S S SFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60° 5 8' 5 7" E 499.3 7'SSSSWWWWWW W W W W WWWWWWWWWWWWWSSSS S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PPUBLI C 8" P V C ( W A T E R F) PUBLI C 8" P V C ( W A T E R E) FH EX. FH EX. FH FH 5.0'8.0 ' EXISTING 8.5' WATER EASEMENT 9.5' 10.2' WATER CONNECTIONS FOR BUILDING WILL BE INSTALLED WITH GROCER INFRASTRUCTURE PLANS. REFERENCE SET FOR DETAILS: 2.0' 2.0' 2.0' STA: 2+22.00, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+91.50, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037462.81STA: 4+36.28, PUBLIC WATER F STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037923.57 E:7037923.57 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037618.42 E:7037618.42 INSTALL: 1 - 45° BEND N:7037867.53 E:7037867.53 STA: 2+19.76, PUBLIC WATER E INSTALL: 1 - 45° BEND N:7037863.45 E:7037863.45 STA: 2+35.24, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMPLY N:7037855.94 E:7037855.94 STA: 5+42.15, PUBLIC WATER E INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037633.30 E:7037633.30 STA: 5+49.15, PUBLIC WATER E INSTALL: 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 1 - 2" DOMESTIC METER N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" WATER PER SHIVERS FARM GROCER INFRASTRUCTURE SET CONTRACTOR TO REMOVE 8" PLUG N:7037548.48 E:7037548.48 STA: 1+36.50, PUBLIC WATER F STA: 1+00.00, PUBLIC WATER G INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES N:7037586.50 E:2381641.04PUBLIC 8 " PVC (WATER E ) EX. 8" PVC EX. 8" PVC STA: 6+27.64, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037558.56 E:7037558.56 FDC EX. 8" PVC FDC EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 25' DRAINAGE EASEMENT EXISTING 15' DRAINAGE EASEMENT EXISTING 15' SEWER EASEMENT EXISTING 10' WATER EASEMENT (TYP.) EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT STA: 5+81.90, PUBLIC WATER E INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037598.54 E:7037598.54 STA: 3+54.99, PUBLIC WATER G INSTALL: 1 - 2" CORPORATION STOP 1 - 2" IRRIGATION METER N:7037363.52 E:7037363.52 PUBLIC 8 " PVC (WATER G ) PUBLIC 8" PVC (WATER E) STA: 2+92.95, PUBLIC WATER G INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037417.77 E:7037417.77 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT6/1/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED6/1/2026 3:44 PMPLOTTED BYBORAWSKI, ALINA 6/1/2026 3:51 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Building 900\PlansheetsDWG NAMEC-Water-Plan.dwg , [ 601 ]IMAGESXREFS xBase-PC : xStrm-PC : xUtil-PC : xBndry-MR : xExBase-MR : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBase-MI : xEsmt-MI : xStrm-MI : xUtil-MI : xHard : x22X34-B90013455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDCITY OF SOUTHLAKE, TEXAS067545015BM 403 A SQUARE CUT WITH "X"-CUT SET ON A CURB INLET, ON THE NORTHEAST SIDE OF SH 114 FRONTAGE ROAD (NORTHBOUND), 900'+/- NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD. ELEV.=647.93 BM 405 A SQUARE CUT WITH "X"-CUT SET ON THE SOUTHWEST CORNER OF A CURB INLET, 538'+/- WEST OF THE CENTERLINE OF STATE HIGHWAY NO. 114 AND N. WHITE CHAPEL BOULEVARD, 610'+/- OF THE CENTERLINE OF N. WHITE CHAPEL BOULEVARD AND E. KIRKWOOD BOULEVARD. ELEV.=648.94 BENCH MARK LIST SHIVERS' FARMBUILDING 900WATER PLAN(2 OF 2)C-601 NORTH UTILITY LEGEND S D W SS 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 MATC H LI N E SEE S H E E T C-60 0 WATER NOTES GENERAL NOTES 1.REFER TO CITY OF MUNICIPALITY DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. WATER 1.CONTRACTOR WILL SUPPLY ALL WATER METERS IN ACCORDANCE WITH THE CITY OF MUNICIPALITY SPECIFICATIONS. METER INSTALLATION WILL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO ACCEPTANCE. 2.REFER TO CITY OF MUNICIPALITY DESIGN GUIDELINES FOR ALL WATER METER AND FIRE HYDRANT DETAILS. 3.ALL FITTING SHALL BE OF DOMESTIC MANUFACTURE AND SHALL BE MECHANICALLY RESTRAINED. 4.VALVES ARE FOR ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL INSTALL PER CITY STANDARDS. 5.ALL WATER MAINS SHALL BE PVC. 5.1.DOMESTIC SERVICE LINE AND IRRIGATION = SDR9, C200 5.2.PRIVATE FIRE LINES = SDR14 5.3.ALL OTHER LINES = SDR18, C900 6.FIRE HYDRANT ASSEMBLY INSTALLED PER CITY STANDARDS AND WITH A 6" GATE VALVE. 7.EMBEDMENT FOR WATER LINE MAINS SHALL BE PER CITY DETAILS CITY CASE NO. ZA26-0043 06/01/2026