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Item 6 - Plans\\\\\\\\\\\\\\\\\\ \\ \\\\\\\ \ \\\\ \\\\\\\\\\\\XXS S S S S S S S S SS S S S S S SS SSS S FLFLFLFLFLFLFLFL FLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL 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 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 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 ) N. WHITE CHAPEL BOULEVARD (COUNTY ROAD 3016) (A VARIABLE WIDTH PUBLIC RIGHT-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 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 T3PT3PT 3P T3P EVEV EV EV EV EV EV EV EV S14°49'36"E162.25' S53°09'54"E 64.63' N89°24'03"E 508.34'N0°18'41"W327.72'N44°32'41"E 28.36' S45°18'41"E 23.85' N89°24'03"E 460.50' ∆=16°39'34" R=339.00' L=98.57' CB=N68°35'56"E C=98.22' N60°16'09"E 19.30' ∆=50°18'52" R=59.00' L=51.81' CB=N67°34'52"E C=50.16' N52°46'11"W 31.23' N50°24'13"E 106.84' ∆=79°25'16" R=110.00' L=152.48' CB=N10°41'35"E C=140.56' N29°01'03"W 71.65'∆=39°35'02" R=100.00' L=69.09' CB=N48°48'34"W C=67.72' ∆=38°36'49" R=150.00' L=101.09' CB=N49°17'41"W C=99.19' N29°59'16"W 159.15' S89°28'39"W 522.38' S14°49'36"E 187.75' S27°55'15"W 42.66' ∆=24°40'31" R=81.00' L=34.88' CB=S15°34'59"W C=34.61' ∆=20°58'34" R=194.00' L=71.02' CB=S13°44'01"W C=70.63'S0°18'41"E595.12'BUILDING 100 BUILDING 200 BUILDING 300 BUILDING 400 BUILDING 500 BUILDING 600 BUILDING 800 LOT 2, BLOCK A 9.509 ACRES 414,231 SF LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF LOT 4, BLOCK A 4.97 ACRES 216,624 SF ACCESS EASEMENT EXISTING 5' UTILITY EASEMENT 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT BUILDING 700 10' UTILITY EASEMENT BUILDING TO BE APPROVED WITH FUTURE SITE PLAN 24' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 10' WATER EASEMENT 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 15' SEWER EASEMENT 15' SEWER EASEMENT 20' DRAINAGE EASEMENT 25' DRAINAGE EASEMENT DETENTION EASEMENT 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 15' DRAINAGE EASEMENT EXISTING 5' UTILITY EASEMENT 15' DRAINAGE EASEMENT 10" WATER EASEMENT (TYP) 10" WATER EASEMENT (TYP) 15' SEWER EASEMENT 10" WATER EASEMENT (TYP)PROPOSED EV PARKING SPOTS PROPOSED EV PARKING SPOTS BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT4/14/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED4/10/2026 10:51 AMPLOTTED BYGARCIA, EVAN 4/14/2026 8:19 AMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\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 : x22X34-PC : xHard : xSite-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450154/14/2026151778 CHRISTOPHER DELLS, P.E.OVERALLSITE PLANC-100 1.ALL SIGNAGE IS APPROVED VIA SEPARATE PERMITTING PROCESS 2.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 3.ALL LIGHT SOURCES, INCLUDING WALL PACKS, SHALL BE FULL CUT-OFFS (I.E. RECESSED/SHIELDED) 4.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 5.NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY 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 CITY SITE PLAN NOTES (TYP.) X LEGEND EX S MH STMH PROPERTY LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED CURB INLET PROPOSED FDC/WATER METER PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM MANHOLE PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED RETAINING WALL ACCESSIBLE PARKING SYMBOL PROPOSED TRANSFORMER NUMBER OF PARKING SPACES TYPICAL EXISTING PROPOSED ELECTRIC VEHICLE PARKING FH CI WM PROP. GI EV JB FDC NORTH ZA26-0021 ZA26-0021 W W W W W WWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW 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 S S S SS S 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 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'SSSSSSWWWWWWWWWWWW W W W W WWWWWWWWWWWWWSSSSS S S S S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLF L F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P 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 ' STA: 7+73.78, PUBLIC WATER A INSTALL: 1 - 12" X 6" TEE 1 - 12" GATE VALVE 1 - 6" GATE VALVE 1 - FH ASSEMBLY CONNECT TO EXISTING WATER BUILT WITH SHIVERS' FARM GROCER INFRASTRUCTURE SET N:7038251.36 E:7038251.36 STA: 7+87.18, PUBLIC WATER A INSTALL: 1 - 6" FIRE SERVICE 1 - 12" X 6" TEE 1 - 12" GATE VALVE 1 - 6" GATE VALVE CONNECT TO EXISTING WATER BUILT WITH SHIVERS' FARM GROCER INFRASTRUCTURE SET N:7038251.48 E:7038251.48 STA: 7+82.18, PUBLIC WATER A INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP CONNECT TO EXISTING WATER BUILT WITH SHIVERS' FARM GROCER INFRASTRUCTURE SET N:7038251.43 E:7038251.43 PROPOSED 10' WATER EASEMENT PROPOSED 8.5' WATER EASEMENT 9.5' 10.2' WATER CONNECTIONS FOR BUILDING WILL BE INSTALLED WITH WHITE CHAPEL BLVD AND W. KIRKWOOD BLVD 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 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+96.83, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037460.22 E:7037460.22 STA: 3+90.94, PUBLIC WATER F INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037463.08 E:7037463.08STA: 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: 1 - 2" GATE VALVE 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037357.00 E:7037357.00 STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 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 STA: 1+00.00, PUBLIC WATER E CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET N:7037923.57 E:7037923.57 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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+47.84, PUBLIC WATER E INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037801.33 E:7037801.33 STA: 3+40.84, PUBLIC WATER E INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037804.72 E:7037804.72 PUBLIC 8 " PVC (WATER E )PUBLIC 8 " PVC (WATER E )PUBL I PUBLIC 8 " PVC (WATER G ) PUBLI C 8" P V C ( W A T E R A) EX. 8" PVC EX. 8" PVC STA: 6+30.65, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037555.91 E:7037555.91 FDC FDC EX. 8" PVC FDC FDC FDC W W WWWWW W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S 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'SSSSSSWWWWWWWWWWWW W W W W WWWWWSS S S S S S S S T3P FLFL FL FL FLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3PT3P PUBLI C 8" P V C ( W A T E R F) EX. FH FH FH FH FH 5.0' PROPOSED 10' WATER EASEMENT INSTALLED WITH WHITE CHAPEL BLVD AND W. KIRKWOOD BLVD 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 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+96.83, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037460.22 E:7037460.22 STA: 3+90.94, PUBLIC WATER F INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037463.08 E:7037463.08STA: 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: 1 - 2" GATE VALVE 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037357.00 E:7037357.00 STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 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 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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 )PUBLIC 8 " PVC (WATER E )PUBL I PUBLIC 8 " PVC (WATER G ) EX. 8" PVC STA: 6+30.65, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037555.91 E:7037555.91 FDC FDC EX. 8" PVC FDC FDC BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 3:54 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:01 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Water-Plan.dwg , [ 500 ]IMAGESXREFS x22X34-PC : 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 : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 WATER 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 03/12/2026 W W W W W W W W W W W W W WWWWW WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S 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 SSWWWWWWWWWW WWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWW DWDWDWFWFWSSSSSS S S SS S DWDWFWS S S S S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL F L F L F L F L F L F L F L F L 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 FL FL FL FL FL FL FL FL FL FL FL 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'PROPOSED 10' WATER EASEMENT PROPOSED 8.5' WATER EASEMENT 9.5' 10.2' WATER CONNECTIONS FOR BUILDING WILL BE INSTALLED WITH WHITE CHAPEL BLVD AND W. KIRKWOOD BLVD 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 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+96.83, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037460.22 E:7037460.22 STA: 3+90.94, PUBLIC WATER F INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037463.08 E:7037463.08STA: 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+73.19, PUBLIC WATER F INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037177.71 E:7037177.71 STA: 8+20.51, PUBLIC WATER F INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037145.02 E:7037145.02 STA: 8+15.51, PUBLIC WATER F INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" 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 - 8" 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 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037140.06 E:7037140.06 STA: 5+09.45, PUBLIC WATER G INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037357.00 E:7037357.00 STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 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 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET N:7037923.57 E:7037923.57 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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: 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP 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 )PUBLIC 8 " PVC (WATER E )PUBL I C8 "PVC(WAT ERF ) PUBLIC 8" PVC (WATER F)PUBLIC 8 " PVC (WATER G )PUBLIC 8" PVC (WATER F)PUBLIC 8 " PVC (WATER G ) EX. 8" PVC EX. 8" PVC STA: 6+30.65, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037555.91 E:7037555.91 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 STA: 5+14.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037224.08 E:7037224.08 W W W W W WWWW WWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSS S S S S 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 WWWWWWWWWWWWWSSSSS S S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL 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 ' PROPOSED 10' WATER EASEMENT PROPOSED 8.5' WATER EASEMENT 9.5' 10.2' WATER CONNECTIONS FOR BUILDING WILL BE INSTALLED WITH WHITE CHAPEL BLVD AND W. KIRKWOOD BLVD 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 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037545.03 E:7037545.03 STA: 3+90.94, PUBLIC WATER F INSTALL: 1 - 2" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037463.08 E:7037463.08STA: 4+36.28, PUBLIC WATER F STA: 3+62.45, PUBLIC WATER G INSTALL: 1 - 2" GATE VALVE STA: 3+57.45, PUBLIC WATER G INSTALL: 1 - 6" FIRE SERVICE 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE N:7037361.37 E:7037361.37 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 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET N:7037923.57 E:7037923.57 STA: 1+00.00, PUBLIC WATER F CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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: 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" GATE VALVE 1 - 2" DOMESTIC SERVICE 1 - 2" CORPORATION STOP N:7037627.18 E:7037627.18 STA: 6+39.15, PUBLIC WATER E CONNECT TO EXISTING 8" PLUG CONNECTION BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET 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 )PUBLIC 8 " PVC (WATER E ) EX. 8" PVC EX. 8" PVC STA: 6+30.65, PUBLIC WATER E INSTALL: 1 - 6" X 8" TEE 1 - 6" GATE VALVE 1 - 8" GATE VALVE 1 - FH ASSEMBLY N:7037555.91 E:7037555.91 FDC FDC EX. 8" PVC FDC BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 3:54 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:02 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Water-Plan.dwg , [ 501 ]IMAGESXREFS x22X34-PC : 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 : xHard13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 WATER 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 03/12/2026 TPTPTPTPTPTPTPTPT P 1014654.765STONE 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 P.O.B.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 EASEMENTTREES OFF SITETREES IN R.O.W.TREES IN R.O.W.TREES TO BE REMOVEDTREES OFF SITETREES IN R.O.W.TREES OFF SITEThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 3/10/2026 3:59 PMPLOTTED BY KAPPELMAN, JULIA 3/13/2026 12:15 PMDWG PATH C:\ACC\ACCDOCS\KIMLEY-HORN\067545015_TRADEMARK SOUTHLAKE\PROJECT FILES\CAD\OVERALL\PLANSHEETS\LANDSCAPEDWG NAME L1.00 TREE CONSERVATION PLAN.DWG , [ L1.00 TREE CONSERVATION PLAN ]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 : x24X36 - LA © 2026 KIMLEY-HORN AND ASSOCIATES, INC. PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 13455 NOEL RD. TWO GALLERIA OFFICE TOWER SUITE 700 DALLAS, TX 75240 03/13/2026 CITY OF SOUTHLAKE, TX TRADEMARK SOUTHLAKE 067545015 PDF CGC PDF FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245803/13/2026TREE CONSERVATION PLANAScale: 1" = 80'0'80'160'Scale: 1" = 80'-0"NORTHTREE CONSERVATION PLANL1.00 WWWWWWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S SS S 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 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 WWWWWWWWWWWWWSSSSS S S S S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P WEST KIRKWOODBOULEVARDNWSEL = 642.00 100 YR WSEL = 646.34 LOT 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 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+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 WW W W W W W W W W W WFLFLFLFL FLFLFLFLFLFLFLFLFLFL 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 S S S T3P FLFL FL FL FLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3PT3P 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 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+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 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:04 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:01 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Storm-Plan.dwg , [ 402 ]IMAGESXREFS x22X34-PC : xBase-PC : xEsmt-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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 C-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 > 03/12/2026 WWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S 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 S S SS S S S S S S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL F L F L F L F L F L F L F L F L 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 FL FL FL FL FL FL FL FL FL FL FL 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: 650.27' 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 WWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSS S S S S 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 WWWWWWWWWWWWWSSSSS S S S S S S T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL 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 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:04 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:01 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Storm-Plan.dwg , [ 403 ]IMAGESXREFS x22X34-PC : xBase-PC : xEsmt-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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 STORM PLAN(2 OF 2)C-403 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 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 > 03/12/2026 W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW WWSSSS SS SSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSS SS SS SSSSSSSSSSSSSSFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLWWWWWWWWWWWWWWWWWWWW W D W F WFWDWSSSSSSSSSSSSSSUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS UGEUGEUGEGASGASGASGASGASGASGAS UGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGET3PFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLEVEVEVEVFLFLFLFLFLFLFLFLFLFLFLFL F L T3PT3PT3P\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLMATCHLINEMATCHLINELX.01LX.02BY TENANTBY TENANTPROPERTY LINEW STATE HWY 114TREES OFF SITEHL4.01VEHICULAR PAVERSP-6L-1TREE UPLIGHTM-1METAL EDGINGP-1BL4.01CONCRETE PAVINGCL4.01PEDESTRIAN PAVERQUOTE BANDP-5BL4.01INTEGRAL COLOREDCONCRETEP-2P-1BL4.01CONCRETE PAVINGP-4CL4.01PEDESTRIAN PAVERA-3BENCHA-4TRASH RECEPTICLEL-4FESTOON LIGHTINGM-1METAL EDGINGL-1TREE UPLIGHTRETAINING WALLS,REF. 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\\ \ \ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ \\1690649.353GUARD RAIL B1691649.388GUARD RAIL END1692649.287GUARD RAIL B1693649.411GUARD RAIL ENDOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLINLETINLETINLETMATCHLINEMATCHLINELX.01LX.02MATCHLINEMATCHLINELX.02LX.03MATCHLINEMATCHLINELX.02LX.04BY TENANTBY TENANTBY TENANTP-1BL4.01CONCRETE PAVINGP-8-L4.01CONCRETE STEPSW-1-L4.01CONCRETE WALLW-2-L4.01CONCRETE WALLPROPERTY LINEW STATE HWY 114NORTHWEST PKWYBL4.01INTEGRAL COLOREDCONCRETECL4.01PEDESTRIAN PAVERQUOTE BANDP-2P-5M-2-L4.01HANDRAILBY TENANTP-1BL4.01CONCRETE PAVINGA-1RECTANGLE PLANTERGL4.01DECORATIVE ROCKAG-2M-1METAL EDGINGA-3BENCHA-4TRASH RECEPTICLEM-1METAL EDGINGSCULPTURE BASEGL4.01DECORATIVE ROCKAG-2P-3BL4.01CONCRETE PAVING(SAND BLAST FINISH)P-4CL4.01PEDESTRIAN PAVERA-3BENCHA-4TRASH RECEPTICLEL-4FESTOON LIGHTINGL-4FESTOON LIGHTINGHL4.01VEHICULAR PAVERSP-6L-1TREE 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OFF SITEP-1BL4.01CONCRETE PAVINGA-1RECTANGLE PLANTERA-3BENCHA-4TRASH RECEPTICLE M-1METAL EDGINGSCULPTURE BASEGL4.01DECORATIVE ROCKAG-2P-3BL4.01CONCRETE PAVING(SAND BLAST FINISH)P-1BL4.01CONCRETE PAVINGM-1METAL EDGINGM-1METAL EDGINGP-4CL4.01PEDESTRIAN PAVERHARDSCAPE PLANAScale: 1"=30'NORTHHARDSCAPE PLANL2.03BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT TRADEMARK SOUTHLAKE SOUTHLAKE, TEXAS 260 DAVIS ST, SUITE 100, MCKINNEY, TX 75069 PHONE: 469-301-2580 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2026 KIMLEY-HORN AND ASSOCIATES, INC.PDF PDF JSB 03.16.2026 0675450150'30'60'Scale: 1" = 30'-0" SSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W W WW 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0675450150'10'20'Scale: 1" = 10'-0" XXS S S S S S S S S S S S S S S S S S S S SSS S S S S S S 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 OHEOHEXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O 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 ) N. WHITE CHAPEL BOULEVARD (COUNTY ROAD 3016) (A VARIABLE WIDTH PUBLIC RIGHT-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 S S SS S S S S S S S S S S T3P FLFLFLFL FL FLFLFLFLF L F L F L F L F L FL FLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLF L F L F L F L F L EV EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLT3PT3P T3P T3PT3P T 3P T3P FL FL FL FL FL 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 1 652 651652652652 655653654650655655651652653653 654 6546 5 66566506 4 6 647648649 650 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 PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 11:57 AMPLOTTED BYPEREZ, SAMANTHA 3/12/2026 4:09 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Overall-Grading-Plan.dwg , [ 300 ]IMAGESXREFS x22X34-PC : 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-MI13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 OVERALL 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 03/12/2026 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 XXXXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEP P PF 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 65165064764864965165 2 6 5 3 654 6506506506466476486496 5 1 651650 65 0 65 5 648648 64 9 649 65 1 652 65 3 65 4 656 650651 LOT 1, BLOCK A 2.996 ACRES 130,492 SF EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' UTILITY EASEMENT 650.67 ME 651.21 MESTATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)SS 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 XXXXXXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEP P PF 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' EVEV EV EV 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 65064965165064764864965165 2 6 5 3 654 640 650650650646647648649651651650 65 0 65 5 648648 64 9 649 65 1 652 65 3 65 4 656 650651 LOT 1, BLOCK A 2.996 ACRES 130,492 SF HP LP EXISTING DETENTION EASEMENT EXISTING 20' DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 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 GRADING PLAN(1 OF 9)C-301 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:30 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 4:59 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 301 ]IMAGESXREFS x22X34-PC : 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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 0 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 03/12/2026 S S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLFLFLFLW 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 OH E OH E O H E OH E O H E O H E O H E O H E OH E OH 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 65165 2 6 5 3 650 650649 649651651651 652652 652.05 ME652.05 ME FFE: 652.50 652 0.80% 652.50 652.50 652.50 652.50 6 5 3 6 5 5 652652 6536 5 4 650 655 651 652 653 654 6516526 5 3 65 4 LOT 2, BLOCK A 9.509 ACRES 414,231 SF HP EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' UTILITY EASEMENT PROPOSED 30' 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 653 652 651 CI GI S S S S S S 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 OH E O H E O H E OH E O H E O H E OH E OH E O H E OH E O H E OH E OH E O H E O H 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 6516 5 2 6 5 3 650 650649 649651651651 652652 652.05 ME652.05 ME FFE: 652.50 652 0.80% 652.50 652.50 652.50 652.50 6 5 3 6 5 5 652652 6536 5 4 650 655 651 652 653 654 6516526 5 3 65 4 LOT 2, BLOCK A 9.509 ACRES 414,231 SF HP EXISTING 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' UTILITY EASEMENT PROPOSED 30' 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 653 652 651 CI GI GRADING PLAN(2 OF 9)C-302 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:16 PMPLOTTED BYPEREZ, SAMANTHA 3/12/2026 4:20 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 302 ]IMAGESXREFS x22X34-PC : 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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 MATCH 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-30303/12/2026 S S S SOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEP PF 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 EVEV EV EV 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 639641642643643644644646646647647650649651650649LOT 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 EXISTING 20' DRAINAGE EASEMENT PROPOSED 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT FFE: 650.00 650.69 650.91 650.70 650.44 650.45 650.66 650.20 650.72 650.98 650.46 650.92 651.18 651.39 650.70 648.14 648.36 648.64 648.92 650.41649.89 650.41650.08 650.95 649.20649.37 649.16 649.31 649.39649.39 648.99 649.66 649.12649.30 648.87 648.76 648.87 648.76 648.98 648.98 648.87 648.76 649.81 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 PROPOSED 10' WATER EASEMENT 649.37 649.37 648.83 648.83 650.15 650.60 650.38 650.19 650.05 650.12 649.76 649.92 648.77 649.20 649.36 649.20 649.37 649.02 649.39 649.05 649.39STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)CI CI GI GI GI S S S S SS FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEP PF 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 EVEV EV EV 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 639641642643643644644646646647647650650651650649651635640633634636637638639641650649LOT 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 EXISTING 20' DRAINAGE EASEMENT PROPOSED 10' UTILITY EASEMENT EXISTING 15' DRAINAGE EASEMENT FFE: 650.00 650.67 ME 651.21 ME 650.69 650.91 651.43 651.22 651.19 651.05 650.70 650.44 650.45 650.66 651.49 651.35 650.20 650.72 650.98 650.46 650.92 651.18 651.39 650.70 648.14 648.36 648.64 648.92 650.41649.89 650.41650.08 650.95 651.62 651.40 651.43 651.59 651.02 651.55 651.42 649.20649.37 649.16 649.31 649.39649.39 648.99 649.66 649.12649.30 648.87 648.76 648.87 648.76 648.98 648.98 648.87 648.76 651.26 651.05 650.91 650.70 648.76648.87 650.88 649.81 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 PROPOSED 10' WATER EASEMENT 650.82 650.64 650.87 649.37 649.37 648.83 648.83 650.15 650.60 650.38 650.19 650.05 650.12 649.76 649.92 LP 648.77 649.20 649.36 649.20 649.37 649.16 649.37 648.77 649.10 649.02 649.39 649.05 649.39STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)CI CI GI GI GI GI GRADINGPLAN (3 OF 9)C-303 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:30 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 4:59 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 303 ]IMAGESXREFS x22X34-PC : 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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 MATCH 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 03/12/2026 SFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL 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 651651652652651 651 651 652650 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 15' DRAINAGE EASEMENT 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 S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 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 651652.50 651 651652652651 651 651 652 652645 650 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 15' DRAINAGE EASEMENT 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 GRADING PLAN(4 OF 9)C-304 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:30 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 4:59 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 304 ]IMAGESXREFS x22X34-PC : 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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 LISTMATCH 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 03/12/2026 SS S S S S SS 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 OHEOHEOHEOHEP 1633642.0 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 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3P10' 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 651651650649649 650 649 645650 643644646647648649649649651 645 645650650643644646 646647647648648649649635640645650633634636637638639641642643644646647648649645645 LOT 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 PROPOSED 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 650.29 650.14649.66 650.16 650.61 650.94 650.75 650.96 651.18 651.44 651.89 651.44 651.53 651.89651.89 651.46 651.05 650.94 651.28 650.58 651.37 648.76648.87 648.83 648.62 648.75648.86 649.70 648.52 TI 648.52 TI 648.93 TC 650.64 TC650.16 TC 651.30 650.85 650.57 649.13 648.64 649.99 648.62 648.62 648.62 649.33 649.11 651.12 651.66 PROPOSED 10' WATER EASEMENT LP 649.16 649.37 648.77 649.10 650.21 651.71 651.29 651.33 651.89 651.57 651.42 651.63 651.07 650.83651.27 649.31 649.10 648.59 648.80 649.13 649.13 649.35649.35 649.13 651.69STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)JB JB CI CI GI GI \\\\ \\\\ SS S S S S SS 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 OHEOHEOHEOHEOHEP 1633642.0 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 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3P10' 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 651651650649649 650 649 645650 643644646647648649649649651 645 645650650643644646 646647647648648649649635640645650633634636637638639641642643644646647648649645645 LOT 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 PROPOSED 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 650.29 650.14649.66 650.16 650.61 650.94 650.75 650.96 651.18 651.44 651.89 651.44 651.53 651.89651.89 651.46 651.05 650.94 651.28 650.58 651.37 648.98 648.87 648.76 651.26 651.05 648.76648.87 648.83 648.62 648.75648.86 649.70 650.48 651.09 650.26 650.88 648.52 TI 648.52 TI 648.93 TC 650.64 TC650.16 TC 651.30 650.85 650.57 649.13 648.64 649.99 648.62 648.62 648.62 649.20 649.05 649.33 649.11 651.19 ME 651.12 651.66 PROPOSED 10' WATER EASEMENT 649.37 648.83 LP 649.20 649.36 649.20 649.37 649.16 649.37 648.77 649.10 650.21 651.71 651.29 651.33 651.89 651.57 651.42 651.63 651.07 650.83651.27 649.31 649.10 648.59 648.80 649.13 649.13 649.35649.35 649.13 651.69STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)JB JB CI CI GI GI GRADING PLAN(5 OF 9)C-305 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:30 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:00 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 305 ]IMAGESXREFS x22X34-PC : 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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 MATCH 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 03/12/2026 \\\\ \\\\\\ \\\\\\ \\\\ OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEP P T T ∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' SS S S S S650647648649651 652652652 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: 653.50 652.45 651.35 651.36 651.41 651.55 651.69 650.27 TC 650.65 TC 651.03 TC 651.50 TC 651.24 TI 651.72 652.03 651.88 651.55 651.21 651.29 651.49 652.14 652.21 652.25 651.79 651.93 652.00 652.39 652.39 652.39 652.04 652.05 652.05 652.89 652.63 650 649 651 652 648649650 648 649 651 652 650649651652653651.00 651.05 652.32 652.14 651.77 651.46 651.70 651.45 651.72 651.74 651.44 650.58 652.00 REFER TO LANDSCAPE PLANS FOR HARDSCAPE DETAILS 651.37 CI CI CI CI JB GI JB 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 OHEOHEOHEOHESS S S T 3P FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 651.73 651.55 651.69 651.29 651.49 651.00 651.05 650.58 651.37 OHE OHE OHE OHEOHES 650648649648FLFLFLFLFLFLFLFL651.87 651.58 651.34650.92 650.25 647.03 650.54 651.04 651.07 651.33 651.20 652.88 651.72 645.52 ME 652.89 652.63 651.28 651.23 651.12 651.04 652.88 652.88 652.14 GRADING PLAN(6 OF 9)C-306 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:29 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:00 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan-2.dwg , [ 306 ]IMAGESXREFS x22X34-PC : 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 : xHard : xTree13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 MATCH 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 03/12/2026 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 OH 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 S S S 653 654650646647648649651652652652 6 5 0 6496516516516526 5 3 647648650648649651650 655 651 652 653 654 65 0650651 651 65 2 653 650 649 651 FLFLFLFLFLFLFLFLFLFLFLFLFLF L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLT3PT3PT F L FLHP HP HP LP LP LP HP LP LP HP HP 652.62 652.00 FFE: 652.00 FFE: 653.50 652.07 651.58 651.53 651.48651.77652.89 651.87 651.58 652.66652.89 652.45 652.16 652.30 651.53 651.67 652.07 651.89 651.82 651.89 651.62 651.92 652.89 652.62 652.89 652.62 652.56 650.03 650.70 651.34650.92 650.25 647.03 647.22 650.54 651.04 650.59 650.34 651.08 650.86 650.75 650.79 651.07 651.33 651.20 652.88 651.72 652.48 652.88 651.66 651.43 651.67 651.81 652.04 652.81 653.02 653.17 653.39 654.23 654.45 654.67 653.99 654.20 653.73 651.73 651.32 651.08 652.41 652.20 651.94 651.53 652.98 652.83 652.76 652.61 652.70 653.44 653.14 652.99 653.93 653.69 654.00 653.84 653.04 653.85 654.44 653.94 FFE: 653.50 651.35 652.12 652.87 651.74 651.80 652.05 652.30 652.92 650.27 TC 651.59 TC 651.51 651.73 652.59 652.79 646.12 ME 651.24 TI 650.70 TC 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) 652.89 652.63 652.89 652.63 651.28 651.23 651.12 651.04 654.88 652.89 652.65 652.89 652.65 651.90 651.94 652.88 652.88 652.00 TP 652.48 TC 652.14 650.28 TC CI CI JB GI JB GI JB OHE OHEOHEOHEP S S 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: 653.50 651.35 650.27 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 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 651650 655 651 652 653 654 65 0 651 65 2 653 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLF L FLF L 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 GRADING PLAN(7 OF 9)C-307 N O R T H BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:29 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:00 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan-2.dwg , [ 307 ]IMAGESXREFS x22X34-PC : 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 : xHard : xTree13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 MATCH 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 03/12/2026 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 6566486506486496 5 1 652650 655 651 652 653 654 656 FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PFL FL FL FL FL FL FL FL FL FL FL FL FL FL HP HP LP HP HP HP HP HP LP LP HP 652.00 653.96 652.66 652.89 652.45 652.16 652.30 651.53 651.67 652.07 651.89 651.82 651.89 651.62 651.92 652.89 652.62 652.89 652.62 652.56 653.17 653.39 654.23 654.45 654.67 653.99 654.20 653.73 651.73 651.32 651.08 651.92 652.41 652.20 651.94 651.53 652.35 654.22 654.51 654.28 652.98 652.83 652.76 652.61 652.70 653.44 653.14 652.99 654.94 654.75 655.23 655.03 655.66 655.45 656.54 657.02 655.95 655.76 655.97656.22653.93 653.69 654.00 653.84 653.04 653.85 654.83 655.07 654.44 653.94 652.87 651.74 651.80 652.05 652.30 652.92 651.59 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 654655652.89 652.65 652.89 652.65 CI JB GI JB OHE X X 6 5 6 6 5 3 FLFLFL FL FLFLFL FL 653.64 652653XXX XXXXXOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEXXXXXXXXXXXX S89°41'16"W 903.45' S 655653 654648650648649 6 5 1 650 655 651 652 653 654 651 652 653 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLT3PFL FL FL FL FL 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) 652.89 654.88 652.89 652.65 652.89 652.65 JB GI JB GRADINGPLAN (8 OF 9)C-308 NORTH BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:29 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:00 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan-2.dwg , [ 308 ]IMAGESXREFS x22X34-PC : 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 : xHard : xTree13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 MATC 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 03/12/2026 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. S 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 3 650647 648649651652 653 653653653653 6 5 3 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLT 3P FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 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 HP649.80 648.88 649.49 649.17 648.72 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 OHE OHE X 6 5 6FLFLFLFL FL 653.96 654.28 654.75 655.03 655.45 655.76 655.97 654655GRADING PLAN(9 OF 9)C-309 NORTH BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 4:29 PMPLOTTED BYBORAWSKI, ALINA 3/12/2026 5:00 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Grading-Plan-2.dwg , [ 309 ]IMAGESXREFS x22X34-PC : 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 : xHard : xTree13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 LISTMATCH 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 03/12/2026 SSSSSSWWWWWWWWWWWW W W W W WWWWWWWWWWWWWSSSSS S S S 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 FLFLFLFLFLFLFLFLFL F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL F L FLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L F L EV EV EV EV FLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3PT3P 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 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 SSSSSSWWWWWWWWWWWW W W W W WWWWWWWWWWWWWSSSSS S S S S S S S S WWWWWWWWWWWW 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 S S S SS S S S S S S STA: 9+11.82, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.3± FL 8" (SE): 645.01 FL 8" (N): 645.11 STA: 1+00.00, SS LAT B CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE RIM: 651.6± FL 8" (S): 641.26 STA: 1+09.99, PRIVATE SS LAT B REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 8" (N): 641.30 STA: 1+42.52, PRIVATE SS LAT A-3.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+51.60, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.72, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, SS LAT A-3 STA: 1+00.00, SS LAT A-3.2 STA: 1+00.00, SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8": 643.30 FL 8": 643.40 FL 4": 643.40 FL 4": 643.40 STA: 1+00.01, 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): 642.89 STA: 1+13.27, PRIVATE SS LAT A-1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (SE): 645.33 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 4" (SE): 645.38 STA: 10+44.48, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 5' MANHOLE RIM: 651.5± FL 8" (SW): 645.88 FL 8" (NE): 645.98 FL 4" (SE): 645.98 STA: 11+04.06, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 4" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (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, 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 4" (SW): 647.10 STA: 1+00.01, 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 4" (SW): 647.82 STA: 1+44.41, PRIVATE SS LAT A-4.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 648.00 STA: 1+28.50, PRIVATE SS LAT A-5 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.42 STA: 1+00.00, 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 8" (SW): 646.84 STA: 1+24.38, PRIVATE SS LAT A-5 STA: 1+00.00, PRIVATE SS LAT A-5.1 INSTALL: 1 - 5' MANHOLE RIM: 652.7± FL 8" (NE): 646.94 FL 4" (SW): 647.27 FL 4" (SE): 647.04 STA: 1+11.95, PRIVATE SS LAT A-5.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (N): 647.08 STA: 1+14.22, PRIVATE SS LAT C-1.1 REF. MEP PLANS FOR CONTINUATION STA: 1+22.23, PRIVATE SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE FL 4" (NW): 644.16 FL 4" (SW): 644.26 RIM OF 5' MANHOLE BUILT WITH SHIVERS FARM GROCER STA: 3+85.81, PRIVATE SS LAT A-3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 644.75 STA: 3+71.38, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE FL 8" (SE): 644.49 FL 4" (SW): 644.59 STA: 1+46.60, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (E): 645.74 FL 4" (SW): 645.74 STA: 1+09.13, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (NE): 643.76 FL 4" (W): 643.76 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+26.09, PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.1 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (SE): 643.89 FL 8" (NW): 643.99 FL 4" (SW): 643.99 STATE H IGHWAY NO . 114 (A VAR IABLE W IDTH PUBL IC R IGHT -OF -WAY ) STA: 1+00.00, SS LAT A-1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE PROPOSED WITH THIS SET RIM: 648.8± FL 6" (NW): 645.11 STA: 1+16.66, PRIVATE SS LAT A-4 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.17WEST KIRKWOOD BOULEVARDSSSSSSWWWWWWWWWWWW W W W W WWWWWSS S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFL FL FL FLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3PT3P T3P FLFL FL FL FLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL F L FLFLFLFLFLFLFLFLT3PT3POHE 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 SSSSSSWWWWWWWWWWWW W W W W WWWWWSS S S S S S S S WW W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S STA: 9+11.82, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.3± FL 8" (SE): 645.01 FL 8" (N): 645.11 STA: 1+51.60, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.72, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8": 643.30 FL 8": 643.40 FL 4": 643.40 FL 4": 643.40 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 4" (SE): 645.38 STA: 10+44.48, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 5' MANHOLE RIM: 651.5± FL 8" (SW): 645.88 FL 8" (NE): 645.98 FL 4" (SE): 645.98 STA: 11+04.06, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 4" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (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, 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 4" (SW): 647.10 STA: 1+00.01, 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 4" (SW): 647.82 STA: 1+44.41, PRIVATE SS LAT A-4.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 648.00 STA: 1+28.50, PRIVATE SS LAT A-5 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.42 STA: 1+00.00, 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 8" (SW): 646.84 STA: 1+24.38, PRIVATE SS LAT A-5 STA: 1+00.00, PRIVATE SS LAT A-5.1 INSTALL: 1 - 5' MANHOLE RIM: 652.7± FL 8" (NE): 646.94 FL 4" (SW): 647.27 FL 4" (SE): 647.04 STA: 1+11.95, PRIVATE SS LAT A-5.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (N): 647.08 STA: 1+14.22, PRIVATE SS LAT C-1.1 REF. MEP PLANS FOR CONTINUATION STA: 1+22.23, PRIVATE SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE FL 4" (NW): 644.16 FL 4" (SW): 644.26 RIM OF 5' MANHOLE BUILT WITH SHIVERS FARM GROCER STA: 1+46.60, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (E): 645.74 FL 4" (SW): 645.74 STA: 1+09.13, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (NE): 643.76 FL 4" (W): 643.76 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 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.17 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 11:32 AMPLOTTED BYBORAWSKI, ALINA 3/12/2026 1:57 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Sanitary-Plan.dwg , [ 600 ]IMAGESXREFS x22X34-PC : xBase-PC : xEsmt-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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 SANITARYSEWER PLAN(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 03/12/2026 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 WWWWWWWWWWWWW DWDWDWFWFWSSSSSS S S SS S DWDWFWS S S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL F L F L F L F L F L F L F L F L 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 FL FL FL FL FL FL FL FL FL FL FL T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFL F L F L F L F L F L F L F L F L 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 FL 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 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 LOT 5, BLOCK A 9.300 ACRES 405,130 SF LOT 5, BLOCK A 9.300 ACRES 405,130 SF 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 WWWWWWWWWWWWW DWDWDWFWFWSSSSSS S S SS S DWDWFWS S S S S S S S S WWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S STA: 2+16.52, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT D INSTALL: 1 - 5' DROP MANHOLE RIM: 652.5± FL 8" (NW): 640.55 FL 8" (SW): 640.65 FL 8" (E): 640.65STA: 5+99.85, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-2.1 INSTALL: 1 - 5' DROP MANHOLE RIM: 650.8± FL 8" (SE): 643.25 FL 8" (NW): 643.35 FL 4" (NE): 646.93 STA: 9+11.82, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.3± FL 8" (SE): 645.01 FL 8" (N): 645.11 STA: 2+32.24, SS LAT D INSTALL: 1 - 4' MANHOLE RIM: 652.7± FL 8" (W): 646.97 FL 8" (E): 647.07 STA: 5+32.24, SS LAT D INSTALL: 1 - 4' MANHOLE RIM: 653.0± FL 8" (W): 648.58 FL 8" (E): 648.68 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): 640.08 FL 4" (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+51.60, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.72, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, SS LAT A-3 STA: 1+00.00, SS LAT A-3.2 STA: 1+00.00, SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8": 643.30 FL 8": 643.40 FL 4": 643.40 FL 4": 643.40 STA: 1+00.01, 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): 642.89 STA: 1+13.27, PRIVATE SS LAT A-1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (SE): 645.33 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 4" (SE): 645.38 STA: 10+44.48, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-1 INSTALL: 1 - 5' MANHOLE RIM: 651.5± FL 8" (SW): 645.88 FL 8" (NE): 645.98 FL 4" (SE): 645.98 STA: 11+04.06, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 4" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (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, 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 4" (SW): 647.10 STA: 1+00.01, 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 4" (SW): 647.82 STA: 1+44.41, PRIVATE SS LAT A-4.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 648.00 STA: 1+28.50, PRIVATE SS LAT A-5 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.42 STA: 1+00.00, 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 8" (SW): 646.84 STA: 1+24.38, PRIVATE SS LAT A-5 STA: 1+00.00, PRIVATE SS LAT A-5.1 INSTALL: 1 - 5' MANHOLE RIM: 652.7± FL 8" (NE): 646.94 FL 4" (SW): 647.27 FL 4" (SE): 647.04 STA: 1+11.95, PRIVATE SS LAT A-5.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (N): 647.08 STA: 5+47.24, PRIVATE SS LAT D REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 8" (W): 648.75 STA: 1+28.03, PRIVATE SS LAT A-6 INSTALL: 1 - 45° BEND WITH CLEANOUT FL 4" (E): 648.82 FL 4" (SW): 648.82 STA: 1+51.54, PRIVATE SS LAT A-6 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 648.92 STA: 4+29.13, 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 FL 4" (N): 647.38 STA: 1+34.54, PRIVATE SS LAT C-2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (SW): 648.50 STA: 1+06.51, PRIVATE SS LAT C-2.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (SW): 647.00 STA: 6+38.08, PRIVATE SS LAT C STA: 1+00.00, PRIVATE SS LAT C-2 INSTALL: 1 - 5' DROP MANHOLE RIM: 650.6± FL 8" (SE): 643.54 FL 8" (NW): 643.64 FL 4" (NE): 646.77 STA: 1+14.22, PRIVATE SS LAT C-1.1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NW): 646.42 STA: 1+22.23, PRIVATE SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE FL 4" (NW): 644.16 FL 4" (SW): 644.26 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 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 644.75 STA: 3+71.38, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE FL 8" (SE): 644.49 FL 4" (SW): 644.59 STA: 1+46.60, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (E): 645.74 FL 4" (SW): 645.74 STA: 1+09.13, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (NE): 643.76 FL 4" (W): 643.76 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 PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION STA: 1+11.86, PRIVATE SS LAT C-3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (S): 647.50 PROP. GREASE TRAP BOX SHOWN FOR REFERENCE GREASE TRAP TO BE INSTALLED IN THE FUTURE REF. MEP PLANS FOR MORE INFORMATION STA: 3+26.09, PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.1 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (SE): 643.89 FL 8" (NW): 643.99 FL 4" (SW): 643.99 STA: 1+00.00, SS LAT A-1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE PROPOSED WITH THIS SET RIM: 648.8± FL 6" (NW): 645.11 STA: 1+16.66, PRIVATE SS LAT A-4 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.17 WEST KIRKWOOD BOULEVARD N. WHITE CHAPEL BOULEVARDSSSSWWWWWW W W W W WWWWWWWWWWWWWSSSSS S S S S S S FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL T3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLT3PT3PT3P FLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL 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 LOT 5, BLOCK A 9.300 ACRES 405,130 SF SSSSWWWWWW W W W W WWWWWWWWWWWWWSSSSS S S S S S S WWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSS S S S S 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+51.60, PRIVATE SS LAT A-3.2 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 646.00 STA: 1+40.72, PRIVATE SS LAT A-3.3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 645.00 STA: 2+02.61, SS LAT A-3 STA: 1+00.00, SS LAT A-3.2 STA: 1+00.00, SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8": 643.30 FL 8": 643.40 FL 4": 643.40 FL 4": 643.40 STA: 1+00.01, 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): 642.89 STA: 1+13.27, PRIVATE SS LAT A-1 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 6" (SE): 645.33 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 - 5' MANHOLE RIM: 651.5± FL 8" (SW): 645.88 FL 8" (NE): 645.98 FL 4" (SE): 645.98 STA: 11+04.06, SS LAT C INSTALL: 1 - 5' MANHOLE RIM: 651.7± FL 8" (SW): 646.27 FL 4" (SE): 646.37 STA: 11+12.43, PRIVATE SS LAT C REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NW): 646.42 STA: 1+00.01, 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 4" (SW): 647.10 STA: 1+00.01, 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 4" (SW): 647.82 STA: 1+28.50, PRIVATE SS LAT A-5 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.42 STA: 1+24.38, PRIVATE SS LAT A-5 STA: 1+00.00, PRIVATE SS LAT A-5.1 INSTALL: 1 - 5' MANHOLE RIM: 652.7± FL 8" (NE): 646.94 FL 4" (SW): 647.27 FL 4" (SE): 647.04 STA: 1+22.23, PRIVATE SS LAT A-3.3 INSTALL: 1 - 5' MANHOLE FL 4" (NW): 644.16 FL 4" (SW): 644.26 STA: 3+85.81, PRIVATE SS LAT A-3 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 644.75 STA: 3+71.38, PRIVATE SS LAT A-3 INSTALL: 1 - 5' MANHOLE FL 8" (SE): 644.49 FL 4" (SW): 644.59 STA: 1+46.60, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (E): 645.74 FL 4" (SW): 645.74 STA: 1+09.13, PRIVATE SS LAT A-3.2 1 - 45° BEND WITH CLEANOUT FL 4" (NE): 643.76 FL 4" (W): 643.76 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+26.09, PRIVATE SS LAT A-3 STA: 1+00.00, PRIVATE SS LAT A-3.1 INSTALL: 1 - 5' MANHOLE RIM: 648.9± FL 8" (SE): 643.89 FL 8" (NW): 643.99 FL 4" (SW): 643.99 STA: 1+00.00, SS LAT A-1 CONNECT TO EXISTING 5' MANHOLE BUILT WITH SHIVERS FARM GROCER INFRASTRUCTURE SET RIM TO BE ADJUSTED TO MATCH FINISHED GRADE PROPOSED WITH THIS SET RIM: 648.8± FL 6" (NW): 645.11 STA: 1+16.66, PRIVATE SS LAT A-4 REF. MEP PLANS FOR CONTINUATION AND DETAILS FL 4" (NE): 647.17 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/12/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/12/2026 11:32 AMPLOTTED BYBORAWSKI, ALINA 3/12/2026 1:57 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Private Commercial\PlanSheetsDWG NAMEC-Sanitary-Plan.dwg , [ 601 ]IMAGESXREFS x22X34-PC : xBase-PC : xEsmt-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 NOTEDERGAGBCMDEngineer P.E. No.Date Not for construction or permit purposes. FOR REVIEW ONLY DS. NAME CITY OF SOUTHLAKE, TEXASSHIVERS' FARMPRIVATE COMMERCIAL0675450153/12/2026151778 CHRISTOPHER DELLS, P.E. BM 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 SANITARYSEWER PLAN(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 03/12/2026 ZA26-0021 ZA26-0021ZA26-0021 ZA26-0021 January 2023 V4 SUPERCHARGER POST DATASHEET CHARGING INFRASTRUCTURE DEPLOYMENT V4 SUPERCHARGER POST POST INPUT/OUPUT (ELECTRICAL Max. Rated Post Power 250 kW Post Rated Voltage Range 0 – 1000 VDC Post Rated Current @Ta=35° C 615ADC Power Conductor Lug Size V+, V- (2x/pole): 300MCM – 750MCM (150mm2 – 380mm2) PE Conductor PE: 16 – 95mm2, 6AWG – 250MCM Conductor Material Type V+, V- : Al, Cu PE: Al, Cu 24V Power Conductors 24V+, 24V- (1x/pole): 10 mm2, 8 AWG Cu 3.5A – 13A Conductor Voltage Rating 1000 V Mfr. Termination Temp Rating 90° C PROTECTION Over Current/Temperature ENVIRONMENTAL Operating Temperature -30°C to 50°C, -22°F to 122°F Ingress Protection IP54 Flood Tolerance 1015mm (40”) Typical logo light luminance at 1m Pending STANDARDS Pending: UL 2202, CSA 22.2#107 Pending: IEC 61851-1, IEC 61851-23 SITE LAYOUT Max. Distance to Cabinet 100 m, 330 ft. Cable Length 3.0 m, 9.8 ft. WEIGHT Charge Post Weight 90 kg, 200 lbs. DIMENSIONS Depth, Width, Height 328, 759, 1945mm; 12.9, 29.7, 76.6 in. ZA26-0021 January 2023 V4 SUPERCHARGER POST DATASHEET CHARGING INFRASTRUCTURE DEPLOYMENT ZA26-0021 January 2023 V4 SUPERCHARGER POST DATASHEET CHARGING INFRASTRUCTURE DEPLOYMENT V3.5 SUPERCHARGER CABINET AC INPUT (Electrical) Input (VAC) 480 440 415 400 380 Peak AC Input Power Power (kVA) 387 354 334 322 306 AC Input Voltage 380 VAC – 480 VAC (-5%, +10%), 4-wire 3AC+N AC Input current 465 AAC Max. Frequency 50 Hz / 60 Hz Power Factor ≥ 0.99 Current THD < 3% Voltage THD < 2% AC INPUT (Mechanical) Conductor Sizes L1, L2, L3, N: 150 – 400 mm2, 250 MCM – 750 MCM PE: 10 – 70 mm2, #8 AWG - 2/0 Conductor Material Type L1, L2, L3, N: Cu, Al PE: Cu Mfr. Termination Temp Rating 90° C SHARED DC BUS (ELECTRICAL) Input (VAC) 480 440 415 400 380 Max Rated DC Bus Power Power (kW) 575 575 575 575 575 Max Rated DC Bus Current Current (ADC) 640 640 640 640 640 DC Bus Voltage Range 880 - 1000 VDC SHARED DC BUS (MECHNICAL) Conductor Sizes V+, V- (2x/pole): 150 – 300 mm2, 250 MCM – 600 MCM Mid: 16 – 150 mm2, 6 AWG – 250 MCM PE: 10 – 70 mm2, #8 AWG - 2/0 Conductor Material Type V+, V-, Mid: Cu, Al PE: Cu Conductor Voltage Rating 1000 V Mfr. Termination Temp Rating 90° C DC POST (ELETRICAL) Max. Rated Post Power 250 kW Post Rated Voltage Range 0-500 VDC Post Output Rated Current @Ta=35° C 631 ADC, Number of Charge Posts 1 - 4 Max Voltage Drop 10 VDC DC POST (MECHANICAL) Conductor Size V+, V- (2x/pole): 350 MCM or 185 mm2 AL (certified equipment wiring) PE: 10 – 70 mm2, #8 AWG - 2/0 Conductor Material Type V+,V-: Al, Cu PE: Cu Conductor Voltage Rating 1000 V Mfr. Termination Temp Rating 90°C DC POST (24V) 24V Post Power Supply Conductors V+, V- (1x/pole): 10 mm2, 8 AWG CU Integrated in signal cable bundle SYSTEM Efficiency 96% PROTECTION AC Input side: Class 1 DC Output side: Isolated DC Output Over Voltage/Current/Temperature, Surge Protection, Isolation Monitoring ZA26-0021 January 2023 V4 SUPERCHARGER POST DATASHEET CHARGING INFRASTRUCTURE DEPLOYMENT Short-Circuit Protection External Electronic Trip Circuit Breaker Short Circuit Current Rating 85 kA RMS symmetrical ENVIRONMENTAL Operating Temperature -30°C to 50°C, -22°F to 122°F Ingress Protection IP66 (Cabinet), IP2X (Cooling) Ventilation Requirements Ventilation Not Required NOISE Typical noise at 1m 35 dB(A) STANDARDS UL 2202, CSA C22.2#107.1, FCC, ICES-003-B, IEC 61851-1, EN 61000-6-2 EN 55011, GB/T 18487.1, GB/T 27930, NB/T 33008.1, NB/T 33001 LAYOUT Max. Distance to Charge Post 100 m, 330 ft. WEIGHT Supercharger Cabinet Weight 4 Post Cabinet: 1110 kg (2448 lbs) 3 Post Cabinet: 1039kg (2291 lbs) DIMENSIONS Depth, Width, Height 1000, 1250, 2200 mm; 39 12/32, 49 7/8, 86 20/32 in. ZA26-0021 January 2023 V4 SUPERCHARGER POST DATASHEET CHARGING INFRASTRUCTURE DEPLOYMENT ZA26-0021 January 2023 V4 SUPERCHARGER POST DATASHEET CHARGING INFRASTRUCTURE DEPLOYMENT TESLA SITE CONTROLLER ELECTRICAL Input Voltage 120, 240, 277, or 480 VAC Input Power 100 W Max. Frequency 50 Hz / 60 Hz Overvoltage Protection Category III ENVIRONMENTAL Operating Temperature -30°C to 50°C, -22°F to 122°F Ingress Protection IP67, NEMA 4 Relative Humidity 100% condensing, wet location rated COMMUNICATION Protocols Modbus TCP, DNP3, Rest API Backhaul Ethernet, 4G LTE STANDARD UL 61010-1, CSA-22.2, IEC-61010-1 MECHANICAL Dimensions L: 255 mm (10 in) W: 530 mm (20.9 in) H: 730 mm (28.7 in) Weight 21.4 kg (47.2 lbs) ZA26-0021