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Item 7 - Water Sewer Drg Grading PlansWATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T.FLFLF LFLFLFLFLFLFL F L F L SS SSSSSSSSSSSSSSSS SSSSSS SS S S S S S S S S W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWSS S S SSS S S W W W W W WWWWWWWWWWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWW W W W W W 8"W 8"W 8"W W W W WWW WW W S S S S SS S S SSSSS S SWWWW WSS SSS SSSSS S WWS S S WWSS SS SS SS SSS SS G G OH E OH E OH E OH E 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHES2191648.006SAN. SEWER MANHOLE OHEN89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV PUBLIC 8" WATER E KIRKWOOD BLVD N WHITE CHAPEL BLVD20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2 LOT 1 LOT 13XPART OF LOT 1 PART OF LOT 2 PART OF LOT 3 CALLED 1.263 ACRES REBECCA S. UTLEY AND DEBRA S. PURYEAR DOC.NO. D223056415 O.P.R.T.C.T.50' BU ILD ING SETBACK INSTALL: 1 - FH ASSEMBLY PUB LI C 8" W A T E R PUBLIC 8 " WATER PUBLI C 8" W A T E R PUBLI C 8" W A T E R PUB LI C 8" W A T E R PUBLIC 8 " WATERPUBL IC 8 " WA TER PUBLIC 8" WATER PUBLIC 8" WATER PUBLIC 8" WATER INSTALL: 1 - FH ASSEMBLY INSTALL: 1-FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY PUBLIC 12" WATER PUBLIC 8" WATER INSTALL: 1-FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1-FH ASSEMBLY INSTALL: 1-FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1-FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1-FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY END 6" WATER 5-FEET FROM BUILDING CONNECT TO EX. 12" WATERINSTALL: 1 - 12" PLUG FOR FUTURE CONNECTION CONNECT TO EX. 12" WATER STUB END 6" WATER 5-FEET FROM BUILDING END 6" WATER 5-FEET FROM BUILDING CONNECT TO EX. 12" WATER PUBLIC 8" WATERPUBLIC 12 " WATER END 6" WATER 5-FEET FROM BUILDING END 6" WATER 5-FEET FROM BUILDING END 6" WATER 5-FEET FROM BUILDING END 6" WATER 5-FEET FROM BUILDING END 6" WATER 5-FEET FROM BUILDING CONNECT TO PROP. 12" WATER LINE CONNECT TO PROP. 12" WATER LINE 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. INSTALL: 1 - FH ASSEMBLY WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. EXISTING PUBLIC 20" WATER EXISTING PUBLIC 12" WATER 50' ROW 50' ROW50' ROW88' ROW100' ROW100' RO W 44' HALF ROW DEDICATION50' ROW13.0' 17.0'42.0'SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMHSSMH SSMH FHFH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH SSMH 11.0 ' END 6" WATER 5-FEET FROM BUILDING EXISTING PUBLIC 12" WATER CI CI CI CI CI CI CI GI CI CI CI 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8440, PG. 768 D.R.T.C.T.EX. 5 'X3 ' BOX SEWER 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. JB JB JB JB JB JB JB JB JB GI CI JB CI CI JB CI CI JB CI CI JB CI CI JB JB CI CI SSMH EX. SSMH JBCI CI JB CI CI PROPOSED 15' SEWER EASEMENTW STATE HWY 114 PROPOSED 20' DRAINAGE EASEMENT SSMH INSTALL: 1 - FH ASSEMBLY SSMHPUBLIC 12" WATER PROPOSED FDC PROPOSED FDC PROPOSED FDC PROPOSED FDC PROPOSED FDC PROPOSED FDC PROPOSED FDC PROPOSED FDC INSTALL: 1 - FH ASSEMBLY FH INSTALL: 1 - FH ASSEMBLY FH INSTALL: 1 - FH ASSEMBLY FH FH INSTALL: 1 - FH ASSEMBLY INSTALL: 1 - FH ASSEMBLY FH INSTALL: 1-FH ASSEMBLY FH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 3:32 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:20 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-WATER-PLAN.DWG , [ WATER PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xLabel : xStrm : xUtil : x24X36 : xSingleFamily : xRoundabout : xbndy : xEsmt-Commerical : xSite-South : xPave-WCEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDWATER PLANC-500 NORTH 0 GRAPHIC SCALE IN FEET 100 50 100 200 WATER NOTES GENERAL NOTES 1.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. 3.FDC LOCATIONS TO BE PROVIDED WITH FINAL BUILDING DESIGN WATER 1.CONTRACTOR WILL SUPPLY ALL WATER METERS IN ACCORDANCE WITH THE CITY OF SOUTHLAKE SPECIFICATIONS. METER INSTALLATION WILL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO ACCEPTANCE. 2.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES FOR ALL WATER METER AND FIRE HYDRANT DETAILS. 3.ALL FITTING SHALL BE OF DOMESTIC MANUFACTURE AND SHALL BE MECHANICALLY RESTRAINED. 4.VALVES ARE FOR ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL INSTALL PER CITY STANDARDS. 5.ALL WATER MAINS SHALL BE PVC. 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 8.ALL WATER PIPES SHALL BE SDR-18 C-900. ALL FIRE SERVICE LINES SHALL BE SDR-14 C-200. ALL DOMESTIC AND IRRIGATION SERVICE LINES SHALL BE SDR-9 C-200. 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 CITY CASE NO. ZA25-0045 08/21/2025 FLFLF LFLFLFLFLFLFL F L F LFLFLF LFLFLFLFLFLFL F L F L N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15' SS SS SS SS SSS SS G G 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHES2191648.006SAN. SEWER MANHOLE OHEFLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 13XPART OF LOT 1 PART OF LOT 2 N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15' 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T.15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8440, PG. 768 D.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. CALLED 1.263 ACRES REBECCA S. UTLEY AND DEBRA S. PURYEAR DOC.NO. D223056415 O.P.R.T.C.T. BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. SS SSSSSSSSSSSSSSSS SSSSSS SS S S S S S S S S W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWSS S S SSS S S W W W W W WWWWWWWWWWWWWWWWW W W W W W W W W 12"W12"W12"W12"W 1 2 "W 1 2 "W 1 2 "W 12 " W 12 " W 12" W 8"W 8"W 8"W W W W WWW WW W S S S S SS S S SSSSS S SWWWW WSS SSS SSSSS S WWS S S WWEX. 8" SEWER50' BU ILD ING SETBACK EX. 44' ROW DEDICATION BY CARILLON PARC PHASE 1A 6" SE W E R 8" SEWER 6" SE W E R 8" SEWER8" S E W E R 8" SEWER8" SEWER 8" S E W E R 8" SEWER 6" SE W E R 8" SEWER 8" SEWER 4" SE W E R CONNECT TO EX. MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING END 4" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE 8" SEWER INSTALL: 1-4' MANHOLE END 8" SANITARY SEWER 5-FEET FROM BUILDING INSTALL: 1-4' MANHOLE END 6" SANITARY SEWER 5-FEET FROM BUILDING END 6" SANITARY SEWER 5-FEET FROM BUILDING INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE INSTALL: 1-4' MANHOLE END 6" SANITARY SEWER 5-FEET FROM BUILDING EXISTING 8" SEWER PROPOSED 15' SEWER EASEMENTEX. 5'X3 ' BOX SEWERW STATE HWY 114 E KIRKWOOD BLVD N WHITE CHAPEL BLVDSSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH EX. SSMH SSMH SSMHSSMH SSMH SSMH SSMH SSMHSSMH FHFH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH SSMH CI CI CI CI CI CI CI GI PART OF LOT 3 JB JB JB JB JB JB JB EX. SSMH CI JB JB JB JB CI JB CI CI JB CI CI JB CI CI JB CI CI JB JB CI CI JBCI CI JB CI CI CI GI 50' ROW 50' ROW50' ROW100' ROW100' RO W 50' ROW13.0' 17.0'42.0'11.0 ' 88' ROW 44' HALF ROW DEDICATION GI GI GI INSTALL: 1-4' MANHOLE SSMH INSTALL: 1-4' MANHOLE SSMH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 1:28 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:20 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-SANITARY-PLAN.DWG , [ SANITARY SEWER PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xLabel : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xbndy : xSite-South : xEsmt-Commerical : xPave-WCEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDSANITARYSEWER PLANC-500 0 GRAPHIC SCALE IN FEET 100 50 100 200 SEWER NOTES GENERAL NOTES 1.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. SANITARY 1.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN. 2.REFER TO CITY OF SOUTHLAKE STANDARD CONSTRUCTION DETAILS FOR ALL SANITARY MANHOLES AND CLEANOUTS. 3.SANITARY SEWER LINES SHALL BE PVC PER CITY STANDARD UTILITY LEGEND S SSMH D STMH JB CI FH PROPERTY LINE PROPOSED WATER LINE PROPOSED SANITARY LINE PROPOSED STORM LINE EXISTING POWER LINE EXISTING POWER POLE EXISTING WATER LINE EXISTING SANITARY LINE EXISTING STORM PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED YARD INLET PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT NORTH CITY CASE NO. ZA25-0045 08/21/2025 8"SS 8"SSS 8"SS G G OH E OH E OH E OH E 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWF G1222641.113GAS METERG1223640.878GAS METER G1229642.804UG GAS MARKER ATMOS G1230642.923GAS VALVE BINGHAM TAYLOR GAS F G1243644.062UG GAS MARKER ATMOS G1244644.191UG GAS MARKER ATMOS F G1252651.471UG GAS MARKER ATMOSG1253651.500GAS TEST STA NO INFORMATION G1257651.378GAS METER G1297650.233UG GAS MARKER ATMOS G1310643.549GAS VALVE BINGHAM TAYLOR GASG1311643.565UG GAS MARKER ATMOS G1326643.923GAS VALVE BINGHAM TAYLOR GASG1327643.790UG GAS MARKER ATMOS G1328644.102UG GAS MARKER ATMOSG1329644.547GAS TEST STA ATMOS P PF P PF P PF P F FP F P FP P E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXX CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASOHEOHEOHEOHEG2170646.507UG GAS MARKER ILLEGIBLE F S2191648.006SAN. SEWER MANHOLE G2192648.791UG GAS MARKER ATMOSG2193649.476GAS TEST STA ATMOS OHEN89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15' 7.93 cfs OS-1 2.71 ac 11.50 cfs DA-B 4.84 ac 4.09 cfs DA-D 1.40 ac 19.33 cfs DA-C 9.72 ac 645 650 650 6 5 0 655660 66566 5 665 6 4 3 6 4 4 646 647 647 64 7 648 649 651 652 653 654 656 657 658 659 661 662663664 6 6 6 666666 6 6 7 6456506 5 0 65064 1 6426436446466 4 7 6 4 8649 6 5 1 65 2 6 5 3 654650 650 655 649 649 65 1651 652 652 653653 6 5 4 65664565064364464664 7 64 8 649651646 647648 6496 5 1 652 6 5 3 654640640640638639639639 641642643643 643643 645 650 644 646 647 648 649 651 655 652 65365465665 7 650651 652653654 655 65 2 653 654 6 4 2 643 65065564964964965165265365443.39 cfs DA-A 24.39 ac QALLOW = 12.5 CFS PER WHITE CHAPEL BLVD PLANS DATED 5/22/2023 QALLOW = 124.15 CFS PER SH 114 TXDOT RECORD DRAWINGS DATED 6/1/2004 QALLOW = 28.7 CFS PER METAIRIE AT SOUTHLAKE PLANS DATED 2/18/2020 DRAINAGE AREA TABLE DRAINAGE AREA NO. DA-A DA-B DA-C DA-D OS-1 AREA (ac) 24.39 4.84 9.72 1.40 2.71 ANTECEDENT FACTOR 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.30 0.30 0.30 0.30 0.30 TIME OF CONCENTRATION (minutes) 25 15 21 10 10 RAINFALL INTENSITY "I"100 (in/hr) 5.93 7.92 6.63 9.76 9.76 TOTAL FLOW Q100 (cfs) 43.39 11.50 19.33 4.09 7.93 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 2:37 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:19 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-DAMEXISTING-PLAN.DWG , [ 24x36 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xBndry : xExBase : xExUtil : x24X36 : oExDmapEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDEXISTING DRAINAGEAREA MAPC-400 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 INLET NUMBER PROPERTY LINE EXISTING DRAINAGE DIVIDE EXISTING FLOW DIRECTION EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 CITY CASE NO. ZA25-0045 08/21/2025 DDDDDDFLFLF LFLFLFLFLFLFL F L F L SS SSSSSSSSSSSSSSSS SSSSSS SS S S S S S S S S W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWSS S S SSS S S W W W W W WWWWWWWWWWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWW W W W W W W 8"W 8"W 8"W W W W WWW WW W S S S S SS S S SSSSS S SWWWW WSS SSS SSSSS S WWS S S WW8"SS 8"SS 8"SSS 8"SS G G OH E OH E OH E OH E 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWF G1222641.113GAS METERG1223640.878GAS METER G1229642.804UG GAS MARKER ATMOS G1230642.923GAS VALVE BINGHAM TAYLOR GAS F G1243644.062UG GAS MARKER ATMOS G1244644.191UG GAS MARKER ATMOS F G1252651.471UG GAS MARKER ATMOSG1253651.500GAS TEST STA NO INFORMATION G1257651.378GAS METER G1297650.233UG GAS MARKER ATMOS G1310643.549GAS VALVE BINGHAM TAYLOR GASG1311643.565UG GAS MARKER ATMOS G1326643.923GAS VALVE BINGHAM TAYLOR GASG1327643.790UG GAS MARKER ATMOS G1328644.102UG GAS MARKER ATMOSG1329644.547GAS TEST STA ATMOS P PF P PF P PF P F FP F P FP P E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXX CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASOHEOHEOHEOHEG2170646.507UG GAS MARKER ILLEGIBLE F S2191648.006SAN. SEWER MANHOLE G2192648.791UG GAS MARKER ATMOSG2193649.476GAS TEST STA ATMOS OHE15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV 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. CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8440, PG. 768 D.R.T.C.T. PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 PART OF LOT 1 PART OF LOT 2 CALLED 1.263 ACRES REBECCA S. UTLEY AND DEBRA S. PURYEAR DOC.NO. D223056415 O.P.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T. SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMH SSMHSSMH SSMH SSMH SSMHSSMH SSMH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH SSMH FH CI CI CI CI CI GI CI EX. CI EX. CI EX. CI EX. CI EX. CIEX. C I EX. CI EX. CI EX. CI EX. CI EX. 24" STORM EX. 24" STORM EX. CI EX. CI CI EX. SSMH EX. SSMH PART OF LOT 3 INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET CI INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID EX. 24" STORM 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOXINSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX PROPOSED HEADWALL BUILT INTO RETAINING WALL PROPOSED HEADWALL BUILT INTO RETAINING WALL PROPOSED OUTFALL STRUCTURE CONNECT TO EXISTING JUNCTION BOX EX. 5'X3 ' BOX SEWER INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID GI INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET E KIRKWOOD BLVD N WHITE CHAPEL BLVDW STATE HWY 1 1 4 INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET INSTALL: 1 - 10' CURB INLET 24" RCP36" RCP 24" RCP24" RCP 24" RCP18" RC P18" RCP42" RCP48" RCP 48" R C P 48" RCP36" RCP36" RCP 60" R C P 54" RCP 18" R C P 18" R C P 30" RCP 36" RCP 42" R C P 30" RCP 30" RCP 30" RCP2 4 " RCP 30" R C P INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID INSTALL: 1 - 4'X4' GRATE INLET W/ TRAFFIC RATED LID GI GI GI GI PROPOSED 20' DRAINAGE EASEMENT SSMH INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX INSTALL: 1 - 5'X5' STORM JUNCTION BOX PROPOSED 15' SEWER EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 1:33 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:19 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-STORM-PLAN.DWG , [ 24x36 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xLabel : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xStrm-SF : xStrm-WC : xSite-South : xEsmt-Commerical : xPave-WCEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDSTORM PLANC-402 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. 4.STORM SEWER PIPE AND BACKFILL UNDER THE BUILDING SHALL COMPLY WITH LOCAL PLUMBING CODE. REFERENCE MEP PLANS FOR PLUMBING CROSSINGS. DRAINAGE GENERAL NOTES S MH PROPERTY LINE PROPOSED FIRE LANE PROPOSED STORM PIPE PROPOSED 12" PVC ROOF DRAIN LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE 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 FH CI WM FL SS W D STMH GI JB 0 GRAPHIC SCALE IN FEET 100 50 100 200 LEGEND NORTH CITY CASE NO. ZA25-0045 08/21/2025 FLFLFLFLFLFLFLFLFL F L F L S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8"SS 8"SS 8"SSS 8"SS G G OH E OH E OH E OH E 20"W12"W12"W 12" W 12" W20"W20"W20"W20"W20"WWWF G1222641.113GAS METERG1223640.878GAS METER G1229642.804UG GAS MARKER ATMOS G1230642.923GAS VALVE BINGHAM TAYLOR GAS F G1243644.062UG GAS MARKER ATMOS G1244644.191UG GAS MARKER ATMOS F G1252651.471UG GAS MARKER ATMOSG1253651.500GAS TEST STA NO INFORMATION G1257651.378GAS METER G1297650.233UG GAS MARKER ATMOS G1310643.549GAS VALVE BINGHAM TAYLOR GASG1311643.565UG GAS MARKER ATMOS G1326643.923GAS VALVE BINGHAM TAYLOR GASG1327643.790UG GAS MARKER ATMOS G1328644.102UG GAS MARKER ATMOSG1329644.547GAS TEST STA ATMOS P PF P PF P PF P F FP F P FP P E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHE O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXX CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASOHEOHEOHEOHEG2170646.507UG GAS MARKER ILLEGIBLE F S2191648.006SAN. SEWER MANHOLE G2192648.791UG GAS MARKER ATMOSG2193649.476GAS TEST STA ATMOS OHE15' DRAINAGE EASEMENT DOC. NO. D221095079 O.P.R.T.C.T. N89°28'39"E 1663.12' S0°18'41"E 1274.60' S89°41'16"W 903.45' ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79' N5°38'33"W 83.69' N19°28'10"W 128.15'FLFLFL FLFLFLFL F L F L F L F L FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFL F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL ///// / //////FLFLFLFLFLFL FL FL FLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFLEV EV EV EV 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 931 D.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. CALLED 1.82 ACRES PANORAMA PROPERTIES, LTD. DOC. NO. D206290483 O.P.R.T.C.T. BLOCK A THRASHER ADDITION CAB. 388-202, PG. 73 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. CALLED 42.5091 CARILLON CROWN, LLC INST.NO. DOC. NO. D222154040 O.P.R.T.C.T. 17' CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8440, PG. 768 D.R.T.C.T. PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 BLOCK 1 PARKWAY OFFICES CENTER ADDITION CAB. 388-184, SL. 71 P.R.T.C.T. PART OF LOT 1 PART OF LOT 2 E KIRKWOOD BLVD N WHITE CHAPEL BLVDCALLED 1.263 ACRES REBECCA S. UTLEY AND DEBRA S. PURYEAR DOC.NO. D223056415 O.P.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKE UTILITY EASEMENT VOL. 8405, PG. 1444 D.R.T.C.T.W STATE HWY 1 1 4 PART OF LOT 3645650 64 3 6 4 4 646 647 6 4 8 649 6 5 1 651651 65 2 653 654 6456506506 5 0 6416426436446466476486496 5 1 6 5 2 653654 650 6 4 8 6496496496516 5 2 653 65 4 650655649649651652653654656657658645642 64364464 6 6476486496 4 5 6 5 0 6 4 2 6426426 43 6 4 4 6466 4 7648649 6 5 1 6 5 2 6556 6 0 6526536546566576 5 8 65 9 6406 4 5 65065564164264364 4 6 4 6 6 4 7 6 4 8 64 9 6516526 5 3 6 5 4 645650655 642643644646647648649651652 653654 640645650 6416426436446466476486 4 8648 649651652 653 645 643 644645641642643644 BLOCK 4 METAIRIE AT SOUTHLAKE INST. NO. D221095079 O.P.R.T.C.T. 10' WIDE PORTION OF A CALLED 20' WIDE RIGHT-OF-WAY EASEMENT TRI-COUNTY ELECTRIC CO-OPERATIVE, INC. VOL. 9300, PG. 933 D.R.T.C.T. 100-YR WSEL: 646.2'650655649651652653654655 6 5 2 653654 650 6 5 1 652646 647 650651650649651 6456 5 0 64464664764864965 1 650 64 6 64 7 648649 650 649 651 65265265 3653 6 4 5 6 5 0 6 4 4 6 4 6 6 4 7 6 4 8 6 4 9 650650 6 5 0 6496496 5 1 648 648 651651651652 652653 653651 652652 65 1 FFE: 653.00 FFE: 653.50 FFE: 652.00 FFE: 653.00 FFE: 652.50 FFE: 650.00 FFE: 650.00 FFE: 652.50 FFE: 652.50 FFE: 651.50 6 4 8 650 648 649 651 65 2 653 654640639641642643644 633641642.00BW 642.00BW 642.00BW 648.00TW 648.00TW 648.00TW 640.49BW 654.00TW 65165265 2 65 3 653 653 654 650 655651 652 653 6 5 4 656 657 647.83BW 654.00TW 642.00BW 648.00TW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED8/20/2025 4:02 PMPLOTTED BYBORAWSKI, ALINA 8/21/2025 2:51 PMDWG PATHK:\DAL_CIVIL\067545015-TRADEMARK SOUTHLAKE\CAD\PHASE 1\PLANSHEETSDWG NAMEC-GRADING-PLAN.DWG , [ 24x36 ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xArch : xBase : xBndry : xEsmt : xExBase : xExUtil : xHardscape : xLabel : xPlant : xStrm : xUtil : x24X36 : xRoundabout : xSingleFamily : xHard : xSite-South : xEsmt-Commerical : xPave-WCEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY .. .© 2025 KIMLEY-HORN AND ASSOCIATES, INC.PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL RD. TWO GALLERIA OFFICE TOWERSUITE 700 DALLAS, TX 752408/21/2025CITY OF SOUTHLAKE, TXTRADEMARK SOUTHLAKE06754501508/21/2025151778 CHRISTOPHER DELLS AGBQEKCMDGRADINGPLANC-300 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL PROPOSED CONTOUR EXISTING CONTOUR LEGEND 675.00 FFE 675.00 TW 675.00 BW 0 GRAPHIC SCALE IN FEET 100 50 100 200 NORTH CITY CASE NO. ZA25-0045