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Item 6 - Plans
W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH EXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASP P P P P P F 1541651.120UG FIBER O P T I C M A R K E R S B C F 1563646.501UG FIBER O P T I C M A R K E R S B C F 1616642.145UG FIBER O P T I C M A R K E R S B C 1633642.088UG FIBE R O P T I C M A R K E R M C I 1634642.113FIBER OPT I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 1635642.068FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1636642.060FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1637642.076FIBER O P T I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K 1542651.120UG FIBER O P T I C M A R K E R S B C 1564646.501UG FIBER O P T I C M A R K E R S B C 30642.145UG FIBER O P T I C M A R K E R S B C F 31642.088UG FIBE R O P T I C M A R K E R M C I 32642.113FIBER OPT I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 33642.068FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 34642.060FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1638642.076FIBER O P T I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASN8 9 ° 2 8 ' 3 9 " E 16 6 3 . 1 2 ' ∆=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°58'57"E 499.37' N60°58'57"E 655.75' N8 9 ° 2 8 ' 3 9 " E 17 1 . 6 4 'WWWWWWWWWWW W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W SSSSSSSSSS SS S S S S S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL MH MHMH JB JB JB CI CI JB TYI CI JB JB JB 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.KIRKWOODBOULEVARD(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERVICE ROAD10' 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. MH STA: 3+03.11, WATER A INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE 1 - 8" PLUG FOR FUTURE CONNECTION N: 7038028.70 E: 2381154.91 STA: 3+67.11, WATER A INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE N: 7038059.74 E: 2381210.87 STA: 7+64.13, WATER A INSTALL: 1 - 11.25° BEND N: 7038251.27 E: 2381558.54 STA: 7+56.89, WATER A INSTALL: 1 - 22.5° BEND N: 7038248.82 E: 2381551.72 STA: 5+80.11, WATER A STA: 1+00.00, WATER C INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE N: 7038163.07 E: 2381397.13 STA: 3+67.50, WATER C INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVES 1 - 8" PLUG FOR FUTURE CONNECTION N: 7037929.15 E: 2381526.89 STA: 3+07.77, WATER B INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE 1 - 8" PLUG FOR FUTURE CONNECTION N: 7037527.05 E: 2381434.91 STA: 10+53.15, WATER A CONNECT TO EX. 12" STUB INSTALL: 1 - 22.5° BEND N: 7038275.20 E: 2381824.69 STA: 1+00.00, WATER B INSTALL: 1 - 8" GATE VALVE 1 - 8" PLUG FOR FUTURE CONNECTION N: 7037426.27 E: 2381253.22 STA: 1+00.00, WATER A INSTALL: 1 - 8" GATE VALVE 1 - 8" PLUG FOR FUTURE CONNECTION N: 7037930.18 E: 2380977.29 STA: 6+74.50, WATER C STA: 5+83.25, WATER B INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE N: 7037660.68 E: 2381675.81 STA: 6+00.70, WATER B INSTALL: BEGIN 306.5° CURVE N: 7037669.15 E: 2381691.07 PROPOSED 10' UTILITY EASEMENT PROPOSED 5' UTILITY EASEMENT PROPOSED 10' WATER EASEMENT 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 LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 3, BLOCK A 9.214 ACRES 401,384 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF PUBLIC 8" PVC (WATER B)WEST KIRKWOOD BOULEVARDSTA: 10+31.62, WATER A INSTALL: 1 - 12" X 12" TEE W/ PLUG 2 - 12" GATE VALVES N: 7038253.71 E: 2381826.02 TYI PUBLIC 8" PVC (WATER A) PROPOSED 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED VARIABLE WIDTH ACCESS EASEMENT PROPOSED 15' DRAINAGE EASEMENT MHCONTRACTOR TO NOTIFY NUSTAR WHEN WORKING WITHIN EXTENTS OF NUSTAR EASEMENT. CONTRACTOR TO NOTIFY NUSTAR WHEN WORKING WITHIN EXTENTS OF NUSTAR EASEMENT. JB STA: 5+17.36, WATER B INSTALL: 1 - 8" X 8" TEE 2 - 8" GATE VALVE 1 - 8" PLUG FOR FUTURE CONNECTION N: 7037628.72 E: 2381618.19 PUBLIC 8" PVC (WATER A) PU B L I C 8 " P V C ( W A T E R A )PUBLIC 8" PVC (WATER C)STA: 4+58.00, WATER C INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE N: 7037850.01 E: 2381570.79 STA: 1+98.00, WATER C INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE N: 7038077.37 E: 2381444.67 STA: 6+30.00, WATER C INSTALL: 1 - FH ASSEMBLY 1 - 8" GATE VALVE N: 7037699.60 E: 2381654.23 PROPOSED 10' WATER EASEMENT PROPOSED 10' WATER EASEMENT PROPOSED 10' WATER EASEMENT FH FH FH FH PUBLIC 8" PVC (WATER C)14.0'14.0' 3.0' 2.0' STA: 6+71.15, WATER C INSTALL: 1 - 8" PLUG FOR FUTURE CONNECTION N: 7037694.03 E: 2381729.01 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:43 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:31 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Water-Plan.dwg , [ 24x36 ]IMAGESXREFS x22X34-GI : xBase-GI : xStrm-GI : xUtil-GI : xBase-MI : xBndry-MR : xExBase-MR : xEsmt-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 PLANC-500 N O R T H WATER NOTES GENERAL NOTES 1.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES AND STANDARD CONSTRUCTION DETAILS FOR ALL WATER AND SANITARY SEWER REQUIREMENTS 2.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES. WATER 1.CONTRACTOR WILL SUPPLY ALL WATER METERS IN ACCORDANCE WITH THE CITY OF SOUTHLAKE SPECIFICATIONS. METER INSTALLATION WILL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO ACCEPTANCE. 2.REFER TO CITY OF SOUTHLAKE DESIGN GUIDELINES FOR ALL WATER METER AND FIRE HYDRANT DETAILS. 3.ALL FITTING SHALL BE OF DOMESTIC MANUFACTURE AND SHALL BE MECHANICALLY RESTRAINED. 4.VALVES ARE FOR ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL INSTALL PER CITY STANDARDS. 5.ALL WATER MAINS SHALL BE PVC. 5.1.DOMESTIC SERVICE LINE AND IRRIGATION = SDR9, C200 5.2.PRIVATE FIRE LINES = SDR14 5.3.ALL OTHER LINES = SDR18, C900 6.FIRE HYDRANT ASSEMBLY INSTALLED PER CITY STANDARDS AND WITH A 6" GATE VALVE. 7.EMBEDMENT FOR WATER LINE MAINS SHALL BE PER CITY DETAILS UTILITY LEGEND S SSMH D STMH JB CI FH W PWL PSS SS PROPERTY LINE PROPOSED WATER LINE PROPOSED PRIVATE WATER SERVICE PROPOSED SANITARY LINE PROPOSED PRIVATE SANITARY SERVICE PROPOSED STORM LINE EXISTING POWER LINE EXISTING POWER POLE EXISTING WATER LINE EXISTING SANITARY LINE EXISTING STORM PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. !!WARNING!! 03/02/2026 W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH EXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASP P P P P P F 1541651.120UG FIBER O P T I C M A R K E R S B C F 1563646.501UG FIBER O P T I C M A R K E R S B C F 1616642.145UG FIBER O P T I C M A R K E R S B C 1633642.088UG FIBE R O P T I C M A R K E R M C I 1634642.113FIBER OPT I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 1635642.068FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1636642.060FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1637642.076FIBER O P T I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K 1542651.120UG FIBER O P T I C M A R K E R S B C 1564646.501UG FIBER O P T I C M A R K E R S B C 30642.145UG FIBER O P T I C M A R K E R S B C F 31642.088UG FIBE R O P T I C M A R K E R M C I 32642.113FIBER OPT I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 33642.068FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 34642.060FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1638642.076FIBER O P T I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASWWWWWWWWWWWW W W W W W W W W W W SSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W SSSSSS S S S S S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL STA: 1+66.48, ST LAT B-1 INSTALL: 1 - 10' STD CURB INLET TC: 649.25' NORTHING: 7037555.34 EASTING: 2381442.10 FL 18" STORM: 644.75 STA: 1+16.43, ST LAT A-2 INSTALL: 1 - 10' STD CURB INLET TC: 650.14' NORTHING: 7038108.84 EASTING: 2381285.98 FL 18" STORM: 645.64 STA: 1+31.50, ST LAT A-4 INSTALL: 1 - 10' STD CURB INLET TC: 651.29' NORTHING: 7038221.36 EASTING: 2381451.71 FL 18" STORM: 646.79 STA: 1+23.00, ST LAT A-3 INSTALL: 1 - TEMPORARY TYPE "Y" INLET FOR FUTURE CONNECTION THROAT: 649.11' NORTHING: 7038180.55 EASTING: 2381395.68 FL 36" STORM: 642.23 STA: 1+38.00, ST LAT A-1 INSTALL: 1 - TEMPORARY TYPE "Y" INLET FOR FUTURE CONNECTION THROAT: 647.70' NORTHING: 7038072.79 EASTING: 2381170.47 FL 36" STORM: 642.38 STA: 4+56.16, STORM B INSTALL: 1 - 7' X 7' JUNCTION BOX RIM: 651.0± NORTHING: 7037617.44 EASTING: 2381631.88 FL 60" PUBLIC STORM: 638.78 FL 36" STORM: 638.78 STA: 1+00.00, STORM B PROP. 4:1 SLOPED END HEADWALL NORTHING: 7037590.32 EASTING: 2381349.00 FL 60" PUBLIC STORM: 637.00 STA: 1+61.04, STORM B INSTALL: 1 - 45° BEND NORTHING: 7037619.93 EASTING: 2381402.37 FL 60" PUBLIC STORM: 637.31 FL 60" PUBLIC STORM: 637.31 STA: 2+04.17, STORM B INSTALL: 1 - 45° BEND NORTHING: 7037608.05 EASTING: 2381443.84 FL 60" PUBLIC STORM: 637.52 FL 60" STORM: 637.52 STA: 7+78.04, STORM C INSTALL: 1 -36" PLUG NORTHING: 7037703.15 EASTING: 2381732.49 FL 36" PUBLIC STORM: 640.41 STA: 7+46.24, STORM C INSTALL: 1 - 45° BEND STA: 7+01.89, STORM C INSTALL: 1 - 45° BEND STA: 2+67.67, ST LAT C-1 INSTALL: 1 - 45° BEND STA: 2+81.81, ST LAT C-1 INSTALL: 1 - 45° BEND STA: 2+89.81, ST LAT C-1 INSTALL: 1 - PVC TO RCP CONNECTION FOR BUILDING ROOF DRAINS PLUG FOR FUTURE CONNECTION NORTHING: 7038104.94 EASTING: 2381457.96 FL 18" STORM: 647.13 STA: 1+00.00, STORM C PROP. 4:1 SLOPED END HEADWALL NORTHING: 7037782.52 EASTING: 2381242.98 FL 48" PUBLIC STORM: 638.00 STA: 1+80.94, STORM A INSTALL: 1 - 7' X 7' JUNCTION BOX RIM: 649.2± NORTHING: 7037923.25 EASTING: 2381253.42 FL 54" PUBLIC STORM: 637.66 FL 54" PUBLIC STORM: 637.66 STA: 2+81.39, STORM C INSTALL: 1 - 6' X 6' JUNCTION BOX RIM: 650.4± NORTHING: 7037870.51 EASTING: 2381401.61 FL 36" PUBLIC STORM: 638.36 FL 48" PUBLIC STORM: 638.36 STA: 3+73.16, STORM B INSTALL: 1 - 7' X 7' JUNCTION BOX RIM: 650.8± NORTHING: 7037690.03 EASTING: 2381591.62 FL 60" PUBLIC STORM: 638.37 FL 60" PUBLIC STORM: 638.37 STA: 5+60.39, STORM C INSTALL: 1 - 45° WYE NORTHING: 7037823.67 EASTING: 2381593.41 FL 36" PUBLIC STORM: 639.32 FL 36" PUBLIC STORM: 639.32 STA: 4+26.39, STORM C STA: 1+00.00, ST LAT C-1 INSTALL: 1 - 5' X 5' JUNCTION BOX RIM: 651.8± NORTHING: 7037940.85 EASTING: 2381528.41 FL 36" PUBLIC STORM: 638.65 FL 36" PUBLIC STORM: 638.65 FL 18" STORM: 644.28 STA: 1+00.00, STORM A PROP. 4:1 SLOPED END HEADWALL NORTHING: 7037883.99 EASTING: 2381182.65 FL 54" PUBLIC STORM: 637.50 STA: 3+13.94, STORM A STA: 1+00.00, ST LAT A-1 INSTALL: 1 - 6' X 6' JUNCTION BOX RIM: 651.1± NORTHING: 7038039.56 EASTING: 2381188.91 FL 54" PUBLIC STORM: 637.93 FL 54" PUBLIC STORM: 637.93 FL 36" STORM: 642.00 STA: 4+25.37, STORM A STA: 1+00.00, ST LAT A-2 INSTALL: 1 - 45° WYE FL 54" PUBLIC STORM: 638.49 FL 54" PUBLIC STORM: 638.49 FL 18" STORM: 639.99 STA: 6+31.94, STORM A STA: 1+00.00, ST LAT A-4 INSTALL: 1 - 6' X 6' JUNCTION BOX FL 48" PUBLIC STORM: 640.02 FL 48" PUBLIC STORM: 642.00 FL 18" STORM: 646.47 STA: 1+10.00, ST LAT A-2 INSTALL: 1 - 45° BEND STA: 5+63.19, STORM A STA: 1+00.00, ST LAT A-3 INSTALL: 1 - 6' X 6' JUNCTION BOX RIM: 651.2± NORTHING: 7038160.46 EASTING: 2381406.87 FL 54" PUBLIC STORM: 639.17 FL 48" PUBLIC STORM: 639.67 FL 36" STORM: 642.00 STA: 1+42.88, ST LAT B-1 INSTALL: 1 - 45° BEND STA: 1+64.92, STORM OUTFALL PROPOSED 7' X 7' OUTFALL STRUCTURE TO BE BUILT INTO VERTICAL CONCRETE RETAINING WALL REF. SHEET C-306 FOR OUTFALL STRUCTURE DETAILS NORTHING: 7037878.31 EASTING: 2381032.98 FL 54" PUBLIC STORM: 636.11STA: 1+59.35, STORM OUTFALL INSTALL: 1 - 45° BEND STA: 1+18.22, STORM OUTFALL INSTALL: 1 - 45° BEND STA: 1+09.67, STORM OUTFALL CONNECT TO EX. 20' X 8' TXDOT JUNCTION BOX CONTRACTOR TO VERIFY EX FLOWLINE PRIOR TO CONSTRUCTION BEGINNING NORTHING: 7037890.91 EASTING: 2380983.08 FL 54" PUBLIC STORM: 635.83 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.KIRKWOODBOULEVARD(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERVICE ROAD10' 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. 48" PUBLIC STORM 36" PUBLIC STORM 36" PUBLIC STORM 36" PUBLIC STORM 36" PUBLIC STORM 60" PUBLIC STORM 60" PUBLIC STORM 60" PUBLIC STORM 54" PUBLIC STORM 54" PUBLIC STORM 54" PUBLIC STORM 54" PUBLIC STORM 48" PUBLIC STORM 36" PRIVATE STORM 18" PRIVATE STORM 36" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM 18" PRIVATE STORM STA: 9+50.87, STORM A INSTALL: 1 - 48" PLUG NORTHING: 7038244.72 EASTING: 2381773.26 FL 48" PUBLIC STORM: 643.59 STA: 7+32.80, STORM A INSTALL: 1 - 45° BEND 48" PUBLIC STORM NWSEL = 642.00 100 YR WSEL = 646.41 STA: 1+11.50, TX-1 INSTALL: 1 - 15' TXDOT CURB INLET TC: 643.15' NORTHING: 7037368.74 EASTING: 2381287.19 FL 18" STORM: 639.15 STA: 1+00.00, TX-1 CONTRACTOR TO MODIFY EXISTING TXDOT INLET INTO JUNCTION BOX WITH MANHOLE ACCESS, RIM TO BE ADJUSTED TO MATCH PROPOSED GRADES RIM: 642.8± NORTHING: 7037361.93 EASTING: 2381277.92 FL 18" STORM: 638.29 WEST KIRKWOOD BOULEVARDREMAINDER 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 LOT 1, BLOCK A 2.996 ACRES 130,492 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF LOT 2, BLOCK A 9.509 ACRES 414,231 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 STA: 4+93.16, STORM B INSTALL: 1 - 36" TEMPORARY 4:1 SLOPED END HEADWALL NORTHING: 7037585.09 EASTING: 2381649.83 FL 36" STORM: 644.00 36" PRIVATE STORM 13.0' 13.0' 6.5' PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 5' UTILITY EASEMENT PROPOSED 10' UTILITY EASEMENT PROPOSED 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT CONTRACTOR TO NOTIFY NUSTAR WHEN WORKING WITHIN EXTENTS OF NUSTAR GAS LINE.CONTRACTOR TO NOTIFY NUSTARWHEN WORKING WITHIN EXTENTSOF NUSTAR GAS LINE.MH MH MH JB JB JB CI CI FH TYI JB TYI CI JB JB JB MH MH JB EXISTING 36" RCP EXISTING 2 - 5" X 3" BOX 1 - 6" X 3" BOX EXISTING 1 - 6" X 3" BOX EXISTING 30" RCP STA: 1+93.39, STORM B STA: 1+00.00, ST LAT B-1 INSTALL: 1 - 45° WYE FL 60" PUBLIC STORM: 637.47 FL 60" PUBLIC STORM: 637.47 FL 18" STORM: 639.22 STA: 1+57.02, ST LAT B-1 INSTALL: 1 - 45° BEND FH FH FH EXISTING 4 - 4' X 3' BOX CULVERT OHEOHEGASGASCBLCBLSTA: 1+11.50, TX-1 INSTALL: 1 - 15' TXDOT CURB INLET TC: 643.15' NORTHING: 7037368.74 EASTING: 2381287.19 FL 18" STORM: 639.15 STA: 1+00.00, TX-1 CONTRACTOR TO MODIFY EXISTING TXDOT INLET INTO JUNCTION BOX WITH MANHOLE ACCESS, RIM TO BE ADJUSTED TO MATCH PROPOSED GRADES RIM: 642.8± NORTHING: 7037361.93 EASTING: 2381277.92 FL 18" STORM: 638.29 CONTRACTOR TO NOTIFY NUSTARWHEN WORKING WITHIN EXTENTSOF NUSTAR GAS LINE.BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:35 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:29 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Storm-Plan.dwg , [ 24x36 ]IMAGESXREFS x22X34-GI : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBndry-MR : xExBase-MR13455 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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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(1 OF 2)C-402 N O R T H 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.SEE STORM DRAIN PLAN & PROFILE SHEETS FOR DETAILED INFORMATION ON STORM DRAIN LINES. 3.ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE NOTED. 4.STORM SEWER PIPE AND BACKFILL UNDER THE BUILDING SHALL COMPLY WITH LOCAL PLUMBING CODE. REFERENCE MEP PLANS FOR PLUMBING CROSSINGS. 5.ALL MULTIFAMILY BUILDINGS SHALL CONNECT ROOF DRAINS TO UNDERGROUND STORM SEWER DRAINAGE GENERAL NOTES LEGEND S 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 D STMH GI JB EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. !!WARNING!! MATCH LINE SEE SHEET C-403 03/02/2026 OHE OHE OHE GAS GAS CBL CBLWWWWFLFLFLFL OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS PPCBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL WEST BO U N D S E R V I C E R O A D STA: 1+11.50, TX-1 INSTALL: 1 - 15' TXDOT CURB INLET TC: 643.15' NORTHING: 7037368.74 EASTING: 2381287.19 FL 18" STORM: 639.15 STA: 1+11.50, TX-2 INSTALL: 1 - 15' TXDOT CURB INLET TC: 644.68' NORTHING: 7037213.47 EASTING: 2381411.86 FL 18" STORM: 640.68 STA: 1+00.00, TX-2 CONTRACTOR TO MODIFY EXISTING TXDOT INLET INTO JUNCTION BOX WITH MANHOLE ACCESS, RIM TO BE ADJUSTED TO MATCH PROPOSED GRADES RIM: 644.5± NORTHING: 7037205.83 EASTING: 2381403.27 FL 18" STORM: 640.36 STA: 1+00.00, TX-1 CONTRACTOR TO MODIFY EXISTING TXDOT INLET INTO JUNCTION BOX WITH MANHOLE ACCESS, RIM TO BE ADJUSTED TO MATCH PROPOSED GRADES RIM: 642.8± NORTHING: 7037361.93 EASTING: 2381277.92 FL 18" STORM: 638.29 CONTRACTOR TO NOTIFY NUSTAR WHEN WORKING WITHIN EXTENTS OF NUSTAR GAS LINE. CONTRACTOR TO NOTIFY NUSTAR WHEN WORKING WITHIN EXTENTS OF NUSTAR GAS LINE.BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:35 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:30 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Storm-Plan.dwg , [ 24x36 (2) ]IMAGESXREFS x22X34-GI : xBase-GI : xEsmt-GI : xStrm-GI : xUtil-GI : xBndry-MR : xExBase-MR13455 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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 1.CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.SEE STORM DRAIN PLAN & PROFILE SHEETS FOR DETAILED INFORMATION ON STORM DRAIN LINES. 3.ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE NOTED. 4.STORM SEWER PIPE AND BACKFILL UNDER THE BUILDING SHALL COMPLY WITH LOCAL PLUMBING CODE. REFERENCE MEP PLANS FOR PLUMBING CROSSINGS. 5.ALL MULTIFAMILY BUILDINGS SHALL CONNECT ROOF DRAINS TO UNDERGROUND STORM SEWER DRAINAGE GENERAL NOTES LEGEND S 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 D STMH GI JB MATCH LINESEE SHEET C-402NORTH03/02/2026 S 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 FP W D S T W W S F S W G G S T XXXBM 403 BM 404XXXXXBM 402 WWP P P P P P P P P P P F 1208637.777UG FIBER OPTIC MARKER TEXAS 811 F 1238644.086UG FIBER OPTIC MARKER MCI 1239644.510FIBER OPTIC VAULT B MCI 800 MCI WORK 30K 1240644.412FIBER OPTIC VAULT C MCI 800 MCI WORK 30K 1241644.116FIBER OPTIC VAULT C MCI 800 MCI WORK 30K 1242644.204FIBER OPTIC VAULT CLOSE MCI 800 MCI WORK 30K F 1245645.909UG FIBER OPTIC MARKER TEXAS 811 F 1541651.120UG FIBER OPTIC MARKER SBC F 1563646.501UG FIBER OPTIC MARKER SBC F 1616642.145UG FIBER OPTIC MARKER SBC 1633642.088UG FIBER OPTIC MARKER MCI 1634642.113FIBER OPTIC VAULT B MCI E 800 MCI WORK 30K 1635642.068FIBER OPTIC VAULT C MCI E 800 MCI WORK 30K 1636642.060FIBER OPTIC VAULT C MCI E 800 MCI WORK 30K 1637642.076FIBER OPTIC VAULT CLOSE MCI E 800 MCI WORK 30K F 1726648.173UG FIBER OPTIC MARKER SBC F 2177646.575UG FIBER OPTIC MARKER MCI2178646.714FIBER OPTIC VAULT B MCI 800 MCI WORK 30K 2179646.750FIBER OPTIC VAULT C MCI 800 MCI WORK 30K 2180646.456FIBER OPTIC VAULT C MCI 800 MCI WORK 30K2181646.397FIBER OPTIC VAULT CLOSE MCI 800 MCI WORK 30K 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 32642.113FIBER OPTIC VAULT B MCI E 800 MCI WORK 30K 33642.068FIBER OPTIC VAULT C MCI E 800 MCI WORK 30K 34642.060FIBER OPTIC VAULT C MCI E 800 MCI WORK 30K 1638642.076FIBER OPTIC VAULT CLOSE MCI E 800 MCI WORK 30K 1727648.173UG FIBER OPTIC MARKER SBC BM 405 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 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) EAST KIRKWOOD BOULEVARD (A VARIABLE WIDTH 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.FLFLFLFLFLFLFLFL FLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL645645 6 5 0 655 660644644646 646647647 648 649 651 652 653 654 6 5 6 6 5 7 6 5 8 6 5 9 6 6 1662 650647647647647648649651650 655 660 648 649 651 651 651 652 653 654 656 657 658 659 660657 658659661 65064 8 649651652 6536456426 4 2 643644646647648 645 650 64264264264 3 64 4 646 647 648 649 651651 64264364464564 564564 3 6 4 3644 6466 4 66476 4 76486 4 86496 4 9 65065064664764864964564664764 8 640 645650 639 6416426436446466476486496 5 1 6 5 2 653654650650 655 65564664764 8 649 6 4 9 6 4 9 64 9 649651651 652 652653 653654 6546566566 5 7657 657657643.30 ME 643.84 ME 64 4 64 5 64 6 654 653 652 651 643BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:33 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:27 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 300 ]IMAGESXREFS x22X34-GI : xBase-GI : xBndry-MR : xExBase-MR : xEsmt-GI : xStrm-GI : oFG-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 OVERALLGRADING PLANC-300 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED BOTTOM OF STAIRS ELEVATION PROPOSED TOP OF STAIRS ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED FINISHED GRADE 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 675.00 FF 675.00 TW 675.00 BW 675.00 TP 675.00 SW 675.00 BS 675.00 TS 675.00 FG 675.00 TI NORTH C-301 C-302 C-303 C-304 C-305 C-305 03/02/2026 SXXXX XXXXXXXXXXXXP PF1563646.501UG FIB E R O P T I C M A R K E R S B C 1564646.5 0 1 UG F I 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'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL6456506506446466476486496516 5 16456 4 5 6506 5 5 6606446 4 4646 6 4 6647 64 7 648 6 4 9 6 5 1 6 5 2 6 5 3 6 5 4 65665765865966166265064764764764764864965165 1 65 1644644.51 ME 645.10 644.55 651.27 651.15 642.78 ME 650.93 650.67 651.47 651.21 650.14 TC 649.93 JB CI TYI 641.00 BW 641.00 BW 648.00 TW 648.00 TW PROPOSED DETENTION EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT FH 649.85 HP PROPOSED 5' UTILITY EASEMENT PROPOSED 10' WATER EASEMENT 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 LOT 1, BLOCK A 2.996 ACRES 130,492 SF 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 645 650650 646 647 648 648 649649 647.70 644.84644.26 644.80 645.05 643.30 ME 643.84 ME LP 6 5 0 6 4 9643 641.00 BW 640.10 BW 648.00 TW 648.00 TW PROPOSED 15' DRAINAGE EASEMENT 640 639 640.00 BW 640.00 TW 641 XFLFLFL 65065 2 651 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:33 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:27 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 301 ]IMAGESXREFS x22X34-GI : xBase-GI : xBndry-MR : xExBase-MR : xEsmt-GI : xStrm-GI : oFG-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 GRADING PLAN(1 OF 5)C-301 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., T.A.C, AND T.A.S STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED BOTTOM OF STAIRS ELEVATION PROPOSED TOP OF STAIRS ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED FINISHED GRADE 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 675.00 FF 675.00 TW 675.00 BW 675.00 TP 675.00 SW 675.00 BS 675.00 TS 675.00 FG 675.00 TI MATCH LINE SEE SHEET C-303 MATCH LINESEE SHEET C-30203/02/2026 S S S S S XXXXXXXXXXXXXXN8 9 ° 2 8 ' 3 9 " E 16 6 3 . 1 2 ' N8 9 ° 2 8 ' 3 9 " E 17 1 . 6 4 'FLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL F L FLFLFLFLFLFLFLFLFL6506516526536 5 4 651 651 651 65 0 655 660 6 4 8 649 651 65 1 65 1 652 653 654 656 657 658 659 660 657 658 659661 651.15 651.74 651.56651.01 650.55 650.53 650.65 651.29 651.86 652.05 652.11 651.85 650.34 651.38 651.58 652.36 652.10 652.36 651.54 652.36 JB TYI CI LP LP HP 652.05 PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' UTILITY EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF PROPOSED 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 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. N60°58'57"E 655.75'WEST KIRKWOOD BOULEVARD649.11 655 6526 5 3 6 5 4 651.29 TC 654 653 65 2 651 649 651 652 653 654 LP 652.05 REFER TO W KIRKWOOD BLVD PLANS FOR PROPOSED KIRKWOOD GRADING. PRIVATE INFRASTRUCTURE PLANS ARE TIEING INTO PROPOSED GRADING S S S S S S XXXXXXXXXXXXXXXN8 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 'FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFL6506516526536 5 4 651 651 651 65 0 65 5 660 6 4 8 649 651 65 1 65 1 652 653 654 656 657 658 659 660 657 658 659661 65 1 651 651.15 651.74 651.56651.01 650.55 650.53 650.65 651.29 651.86 652.05 652.11 651.85 650.34 651.38 651.58 652.36 652.10 652.36 651.54 652.36 JB TYI CI LP LP HP 652.05 PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 5' UTILITY EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF PROPOSED 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 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. N60°58'57"E 655.75'WEST KIRKWOOD BOULEVARD649.11 655 6526 5 3 6 5 4 651.29 TC 654 653 65 2 65 1 649 651 652 653 654 LP 652.05 REFER TO W KIRKWOOD BLVD PLANS FOR PROPOSED KIRKWOOD GRADING. PRIVATE INFRASTRUCTURE PLANS ARE TIEING INTO PROPOSED GRADING GRADING PLAN(2 OF 5)C-302 1.ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 4.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 5.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11.CONTRACTOR TO CONFIRM DOOR ELEVATIONS MATCH STRUCTURAL FOUNDATION PLANS PRIOR TO COMMENCING CONSTRUCTION. 12.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL INSPECT FORM WORK FOR COMPLIANCE. CONTACT CIVIL ENGINEER IMMEDIATELY WITH QUESTIONS. 13.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 14.ACCESSIBLE PARKING SPACE AND ACCESS AISLE WIDTH DIMENSIONS ARE TO CENTERLINE OF STRIPING. 15.REFER TO LANDSCAPE PLANS FOR DETAILS GRADING FROM BACK OF CURB TO BUILDING. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED BOTTOM OF STAIRS ELEVATION PROPOSED TOP OF STAIRS ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED FINISHED GRADE 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 675.00 FF 675.00 TW 675.00 BW 675.00 TP 675.00 SW 675.00 BS 675.00 TS 675.00 FG 675.00 TI BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:33 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:27 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 302 ]IMAGESXREFS x22X34-GI : xBase-GI : xBndry-MR : xExBase-MR : xEsmt-GI : xStrm-GI : oFG-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 03/02/2026 P PF 1616642.145UG FIB E R O P T I C M A R K E R S B C 1633642.0 8 8 UG F I B E R O P T I C M A R K E R M C I 1634642.11 3FIBER O P T I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 1635642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1636642.060FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1637642.076FIBER OPT I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K 30642.1 4 5 UG F I B E R O P T I C M A R K E R S B C F 31642.0 8 8 UG F I B E R O P T I C M A R K E R M C I 32642.11 3FIBER O P T I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 33642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 34642.060FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1638642.076FIBER OPT I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79'6506496456436446466 4 5 6 5 0 6426426426436446 4 6 6 4 7 6 4 8 6 4 9 642643JB JB 641.00 BW 640.10 BW 648.00 TW 648.00 TW PROPOSED 20' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 10' UTILITY EASEMENT 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.635640633634636637638639635640633634636637638639PROPOSED 15' DRAINAGE EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 635 640 633 634 636 637 638 639 643 RETENTION POND POND MAINTENANCE PATH 640.00 BW 641.00 BW 640.00 BW 640.00 BW 647.95 647.77 TW 647.87 TW 648.00 TW 648.00 640.00 TW 645 641 642 643 644 646 647 P PF 1616642.145UG FIB E R O P T I C M A R K E R S B C 1633642.0 8 8 UG F I B E R O P T I C M A R K E R M C I 1634642.113FIBER O P T I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 1635642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1636642.060FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1637642.076FIBER OPT I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K 30642.1 4 5 UG F I B E R O P T I C M A R K E R S B C F 31642.0 8 8 UG F I B E R O P T I C M A R K E R M C I 32642.113FIBER O P T I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 33642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 34642.060FIBER OP T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1638642.076FIBER OPT I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K ∆=18°48'30" R=2658.52' L=872.71' CB=N28°52'26"W C=868.79'6506496456436446466496 4 5 6 5 0 6426426426436446 4 6 6 4 7 6 4 8 6 4 9 65 1 651 642643642.78 ME 649.93 JB JB 641.00 BW 641.00 BW 641.00 BW 640.10 BW 648.00 TW 648.00 TW 648.00 TW 648.00 TW PROPOSED 20' DRAINAGE EASEMENT PROPOSED DETENTION EASEMENT PROPOSED DETENTION EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 10' UTILITY EASEMENT PROPOSED 10' WATER EASEMENT REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 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.635640633634636637638639635640633634636637638639REMAINDER OF CALLED 43.520 ACRES THE SHIVERS FAMILY PARTNERSHIP, LTD DOC. NO. D198104441 PROPOSED 15' DRAINAGE EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 635 640 633 634 636 637 638 639 643 RETENTION POND POND MAINTENANCE PATH 640.00 BW 641.00 BW 640.00 BW 640.00 BW 647.95 647.77 TW 647.87 TW 648.00 TW 648.00 640.00 TW 645 641 642 643 644 646 647 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:33 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:28 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 303 ]IMAGESXREFS x22X34-GI : xBase-GI : xBndry-MR : xExBase-MR : xEsmt-GI : xStrm-GI : oFG-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 GRADING PLAN(3 OF 5)C-303 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. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED BOTTOM OF STAIRS ELEVATION PROPOSED TOP OF STAIRS ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED FINISHED GRADE 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 675.00 FF 675.00 TW 675.00 BW 675.00 TP 675.00 SW 675.00 BS 675.00 TS 675.00 FG 675.00 TI MATCH LINE SEE SHEET C-301 MATCH LINESEE SHEET C-304MATCH LINE SEE SHEET C-305 MATCH LINESEE SHEET C-30203/02/2026 S S S S ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL651652 650 649 651651 650648649651652653651.12 651.51 651.16 650.41 650.84 650.64 651.99 652.25 650.87 651.63 651.37 651.63 650.79 651.63 651.39 651.24 JB JB JB LP HP LP HP PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 650650646647648649 N60°58'57"E 499.37'WEST KIRKWOOD BOULEVARDLOT 3, BLOCK A 9.214 ACRES 401,384 SF 650651652652PROPOSED VARIABLE WIDTH ACCESS EASEMENT PROPOSED 15' DRAINAGE EASEMENT 650 647 648 649 REFER TO W KIRKWOOD BLVD PLANS FOR PROPOSED KIRKWOOD GRADING. PRIVATE INFRASTRUCTURE PLANS ARE TIEING INTO PROPOSED GRADING HP PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 651 651 651 652 651.43 S S S S ∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL651652 650 649 651651 650648649651652653651.12 651.51 651.16 650.41 650.84 650.64 651.54 652.36 651.99 652.25 650.87 651.63 651.37 651.63 650.79 651.63 651.39 651.24 JB JB JB LP HP LP LP HP PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 650650646647648649 N60°58'57"E 499.37'WEST KIRKWOOD BOULEVARDLOT 3, BLOCK A 9.214 ACRES 401,384 SF 650651652652PROPOSED VARIABLE WIDTH ACCESS EASEMENT 650 649 PROPOSED 15' DRAINAGE EASEMENT 650 647 648 649 REFER TO W KIRKWOOD BLVD PLANS FOR PROPOSED KIRKWOOD GRADING. PRIVATE INFRASTRUCTURE PLANS ARE TIEING INTO PROPOSED GRADING HP PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT 651 651 651 652 651.43 KIRKWOOD GRADING. PRIVATE INFRASTRUCTURE PLANS ARE TIEING INTO PROPOSED GRADING BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:33 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:28 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 304 ]IMAGESXREFS x22X34-GI : xBase-GI : xBndry-MR : xExBase-MR : xEsmt-GI : xStrm-GI : oFG-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 GRADING PLAN(4 OF 5)C-304 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. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED BOTTOM OF STAIRS ELEVATION PROPOSED TOP OF STAIRS ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED FINISHED GRADE 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 675.00 FF 675.00 TW 675.00 BW 675.00 TP 675.00 SW 675.00 BS 675.00 TS 675.00 FG 675.00 TIMATCH LINESEE SHEET C-303MATCH LINE SEE SHEET C-302 MATCH LINESEE SHEET C-30503/02/2026 PWEST BOUND SERVICE ROADN60°58'57"E 499.37'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL645643644646650649 647 648 649 645642642643644 646 647 648 649.82 649.59 648.60 648.49648.28 644.43 643.60 645.15 645.26 646.25 646.48 646.69 646.80 647.79 648.23648.02 648.34 649.33 649.56 649.07 645650643644646647648649649649642.11 ME 642.73 649.25 TC 644.17 CI LPHP 641.00 BW 641.00 BW 648.00 TW 648.00 TW PROPOSED DETENTION EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 10' UTILITY EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 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.645646647648LOT 3, BLOCK A 9.214 ACRES 401,384 SF645 646 647 648 648 650 649650649REMAINDER 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 645.41 BW 645.91 TW 645.52 BW 647.52 TW 646.51 BW 648.51 TW 646.74 BW 647.74 TW 646.95 BW 647.95 TW 647.06 BW 649.06 TW 648.05 BW 648.55 TW BEGIN EXTENDED HEIGHT CURB END EXTENDED HEIGHT CURB64564464664 7 645 644 635 640 633 634 636 637 638 639 649.71 649.48 649.24 649.02 649.08 649.19 649.49 649.49 649.66 649.72 649.92 650.03 650.33 650.33 649.81 649.86649.64 649.49649.34649.29 649.15649.17648.95648.83 642.58 ME 642.86 ME PP∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11' 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.645645 645 643 643 644 646646 6 4 7 647 6 4 8 648649649 PROPOSED 10' UTILITY EASEMENT WEST BOU N D S E R V I C E R O A D 643.15 TC 644.68 TC 644.50 ME 642.91 ME642.75 ME 645.38 ME LOT 3, BLOCK A 9.214 ACRES 401,384 SF 644 645 646 645.36 TC 644.81 TC 643.83 TC P 1633642.0 8 8 UG F I B E R O P T I C M A R K E R M C I 1634642.113FIBER O P T I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 1635642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1636642.060FIBER O P T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1637642.076FIBER OPT I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K F 31642.0 8 8 UG F I B E R O P T I C M A R K E R M C I 32642.113FIBER O P T I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 33642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 34642.060FIBER O P T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1638642.076FIBER OPT I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K WEST BOUND SERVICE ROADN60°58'57"E 499.37'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL645643644646650649 647 648 649 645642642643644 646 647 648 649.82 649.59 648.60 648.49648.28 644.43 643.60 645.15 645.26 646.25 646.48 646.69 646.80 647.79 648.23648.02 648.34 649.33 649.56 649.07 645650643644646647648649649649642.11 ME 642.73 649.25 TC 644.17 CI LPHP 641.00 BW 641.00 BW 648.00 TW 648.00 TW PROPOSED DETENTION EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 10' UTILITY EASEMENT 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 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.645645643643644N60°58'57"E 645646647648642.75 ME LOT 3, BLOCK A 9.214 ACRES 401,384 SF645 646 647 648 648 650 649650649REMAINDER 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 LOT 2, BLOCK A 9.509 ACRES 414,231 SF 645.41 BW 645.91 TW 645.52 BW 647.52 TW 646.51 BW 648.51 TW 646.74 BW 647.74 TW 646.95 BW 647.95 TW 647.06 BW 649.06 TW 648.05 BW 648.55 TW BEGIN EXTENDED HEIGHT CURB END EXTENDED HEIGHT CURB64564464664 7 645 644 635 640 633 634 636 637 638 639 649.71 649.48 649.24 649.02 649.08 649.19 649.49 649.49 649.66 649.72 649.92 650.03 650.33 650.33 649.81 649.86649.64 649.49649.34649.29 649.15649.17648.95648.83 642.58 ME 642.86 ME 651 FLFLFLFL644.43 645 643 644 646 642.73 645.41 BW 645.91 TW 645.52 BW 647.52 TW BEGIN EXTENDEDHEIGHT CURB645644642.86 ME GRADING PLAN(5 OF 5)C-305 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. GRADING GENERAL NOTES PROPERTY LINE PROPOSED FINISHED FLOOR ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION PROPOSED SIDEWALK ELEVATION PROPOSED BOTTOM OF STAIRS ELEVATION PROPOSED TOP OF STAIRS ELEVATION PROPOSED TOP OF INLET ELEVATION PROPOSED FINISHED GRADE 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 675.00 FF 675.00 TW 675.00 BW 675.00 TP 675.00 SW 675.00 BS 675.00 TS 675.00 FG 675.00 TI BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED3/2/2026 11:33 AMPLOTTED BYGARCIA, EVAN 3/2/2026 12:28 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Grading-Plan.dwg , [ 305 ]IMAGESXREFS x22X34-GI : xBase-GI : xBndry-MR : xExBase-MR : xEsmt-GI : xStrm-GI : oFG-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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 LINE SEE THIS SHEET MATCH LINESEE THIS SHEETMATCH LINESEE SHEET C-304PROPOSED PAVEMENT PER PAVING SECTIONS CONCRETE CURB POURED MONOLITHIC WITH PAVEMENT SECTION #3 BARS AT 9" O.C. VERT. R1/4" #3 BARS AT 12" O.C. HORIZ. FINISHED GRADE EXISTING GROUND NOTE: BACKFILL MATERIAL BEHIND THE WALL SHALL BE COMPACTED TO A MINIMUM DENSITY AS SPECIFIED IN THE GEOTECHNICAL REPORT. COMPACTED SUBGRADE PER GEOTECH CURB WALL DETAIL - CUT CURB WALL DETAIL - FILL PROPOSED PAVEMENT PER PAVING SECTIONS STANDARD CONCRETE CURB #3 BARS AT 9" O.C. VERT. R1/4" 2-#3 BARS TOP & BOTTOM #3 BARS AT 12" O.C. HORIZ. FINISHED GRADE EXISTING GROUND NOTE: BACKFILL MATERIAL BEHIND THE WALL SHALL BE COMPACTED TO A MINIMUM DENSITY AS SPECIFIED IN THE GEOTECHNICAL REPORT. COMPACTED SUBGRADE PER GEOTECH 03/02/2026 DATE: DRAWN: CHECKED: KHA NO.: This product is for informational purposes and may not have been prepared for, or be suitable for, legal, engineering, or survey purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries.Path: K:\DAL_GIS\DAL_ENV_GIS\Project GIS\067545015 - Trademark Southlake - Southlake - Peyton McGee\Trademark Southlake\Trademark Southlake.aprx±FIGURE 1 05/06/2024 OGR MMC 067545015 Tree Inventory Map Source: Nearmap January 2024 Trademark Southlake Southlake, Tarrant County, Texas 32603265 3270 32753280 32853290 3295 3300 3305 3310 3315 3320 3325 3330 3335 3340 3345 3350 3355 3360 3365 3370 3375 3380 3385 3390 3395 3400 3405 34103415 0 200 400100 Feet Legend Study Area, ~38.6 acres Tagged Tree, Labeled on the map Tagged Tree, Not Labeled on the map Kimley-Horn red tag series 3257-3416. Trees measuring 6-inches and larger DBH were tagged in accordance with the City of Southlake Ordinance. Trademark Southlake - Tree Inventory Southlake, Tarrant County, Texas TAG #DBH COMMON NAME SCIENTIFIC NAME CONDITION MULTIPLE- STEMMED 3257 8.0 eastern redcedar Juniperus virginiana Healthy Single 3258 8.5 eastern redcedar Juniperus virginiana Healthy Single 3259 6.2 eastern redcedar Juniperus virginiana Healthy Single 3260 7.7 eastern redcedar Juniperus virginiana Healthy Single 3261 8.5 eastern redcedar Juniperus virginiana Healthy Single 3262 6.9 eastern redcedar Juniperus virginiana Healthy Multi 3263 6.0 eastern redcedar Juniperus virginiana Declining Single 3264 20.5 post oak Quercus stellata Healthy Multi 3265 6.5 hackberry Celtis laevigata Healthy Single 3266 11.3 gum bumelia Sideroxylon lanuginosum Declining Forked 3267 14.5 post oak Quercus stellata Healthy Single 3268 16.1 cedar elm Ulmus crassifolia Healthy Single 3269 7.6 cedar elm Ulmus crassifolia Healthy Single 3270 19.4 post oak Quercus stellata Healthy Multi 3271 10.4 cedar elm Ulmus crassifolia Healthy Single 3272 11.6 cedar elm Ulmus crassifolia Healthy Multi 3273 13.6 cedar elm Ulmus crassifolia Healthy Multi 3274 9.5 cedar elm Ulmus crassifolia Healthy Single 3275 8.7 cedar elm Ulmus crassifolia Healthy Single 3276 8.2 cedar elm Ulmus crassifolia Healthy Single 3277 9.3 cedar elm Ulmus crassifolia Healthy Multi 3278 8.8 post oak Quercus stellata Healthy Single 3279 8.1 post oak Quercus stellata Healthy Single 3280 7.6 post oak Quercus stellata Healthy Single 3281 6.8 gum bumelia Sideroxylon lanuginosum Healthy Single 3282 11.4 cedar elm Ulmus crassifolia Declining Single 3283 9.6 cedar elm Ulmus crassifolia Healthy Forked 3284 7.8 cedar elm Ulmus crassifolia Healthy Single 3285 7.3 post oak Quercus stellata Healthy Single 3286 10.6 post oak Quercus stellata Healthy Single 3287 6.5 hackberry Celtis laevigata Healthy Single 3288 29.3 post oak Quercus stellata Hazard Multi 3289 25.0 post oak Quercus stellata Hazard Forked 3290 8.7 post oak Quercus stellata Healthy Single 3291 9.6 post oak Quercus stellata Healthy Single 3292 18.2 post oak Quercus stellata Healthy Single 3293 8.0 gum bumelia Sideroxylon lanuginosum Healthy Single 3294 6.3 post oak Quercus stellata Healthy Single 3295 7.7 post oak Quercus stellata Healthy Single 3296 36.2 post oak Quercus stellata Healthy Forked 3297 8.8 eastern redcedar Juniperus virginiana Healthy Multi 3298 7.5 mesquite Prosopis glandulosa Healthy Forked 3299 31.3 post oak Quercus stellata Healthy Single 3300 29.0 post oak Quercus stellata Healthy Single 3301 24.1 post oak Quercus stellata Healthy Single Trademark Southlake - Tree Inventory Southlake, Tarrant County, Texas 3302 26.2 post oak Quercus stellata Healthy Single 3303 18.3 post oak Quercus stellata Healthy Single 3304 28.7 post oak Quercus stellata Healthy Single 3305 14.7 post oak Quercus stellata Healthy Single 3306 35.6 post oak Quercus stellata Healthy Forked 3307 24.8 pecan Carya illinoinensis Healthy Forked 3308 18.9 post oak Quercus stellata Healthy Single 3309 13.1 post oak Quercus stellata Healthy Single 3310 21.6 post oak Quercus stellata Healthy Single 3311 16.7 post oak Quercus stellata Healthy Single 3312 29.2 post oak Quercus stellata Healthy Single 3313 27.3 post oak Quercus stellata Healthy Single 3314 12.7 post oak Quercus stellata Healthy Single 3315 22.6 post oak Quercus stellata Healthy Single 3316 26.7 post oak Quercus stellata Healthy Single 3317 22.5 post oak Quercus stellata Healthy Single 3318 15.4 post oak Quercus stellata Healthy Single 3319 18.8 post oak Quercus stellata Healthy Single 3320 30.3 post oak Quercus stellata Healthy Single 3321 18.0 post oak Quercus stellata Healthy Single 3322 13.3 hackberry Celtis laevigata Healthy Single 3323 26.3 gum bumelia Sideroxylon lanuginosum Healthy Multi 3324 8.8 hackberry Celtis laevigata Healthy Single 3325 9.9 hackberry Celtis laevigata Healthy Multi 3326 10.8 cedar elm Ulmus crassifolia Healthy Single 3327 7.6 hackberry Celtis laevigata Healthy Forked 3328 12.0 post oak Quercus stellata Healthy Single 3329 15.6 post oak Quercus stellata Healthy Single 3330 41.1 post oak Quercus stellata Healthy Forked 3331 6.8 mesquite Prosopis glandulosa Healthy Forked 3332 6.7 mesquite Prosopis glandulosa Healthy Forked 3333 9.8 mesquite Prosopis glandulosa Healthy Forked 3334 10.5 hackberry Celtis laevigata Healthy Single 3335 42.5 pecan Carya illinoinensis Healthy Single 3336 36.3 post oak Quercus stellata Healthy Single 3337 39.6 post oak Quercus stellata Healthy Single 3338 24.9 post oak Quercus stellata Healthy Single 3339 29.2 post oak Quercus stellata Healthy Forked 3340 24.7 post oak Quercus stellata Healthy Single 3341 20.3 post oak Quercus stellata Healthy Single 3342 28.2 post oak Quercus stellata Healthy Single 3343 22.9 post oak Quercus stellata Healthy Single 3344 32.5 post oak Quercus stellata Healthy Single 3345 21.0 post oak Quercus stellata Healthy Single 3346 30.3 post oak Quercus stellata Healthy Single 3347 23.7 post oak Quercus stellata Healthy Single 3348 22.0 post oak Quercus stellata Healthy Single Trademark Southlake - Tree Inventory Southlake, Tarrant County, Texas 3349 29.8 post oak Quercus stellata Healthy Single 3350 17.5 post oak Quercus stellata Healthy Single 3351 30.3 post oak Quercus stellata Healthy Single 3352 25.8 post oak Quercus stellata Healthy Single 3353 6.4 cedar elm Ulmus crassifolia Healthy Forked 3354 24.2 post oak Quercus stellata Healthy Single 3355 26.7 post oak Quercus stellata Healthy Single 3356 29.6 cedar elm Ulmus crassifolia Healthy Single 3357 16.0 gum bumelia Sideroxylon lanuginosum Healthy Forked 3358 11.6 gum bumelia Sideroxylon lanuginosum Healthy Single 3359 13.3 gum bumelia Sideroxylon lanuginosum Healthy Single 3360 11.0 gum bumelia Sideroxylon lanuginosum Healthy Forked 3361 10.1 gum bumelia Sideroxylon lanuginosum Healthy Multi 3362 6.9 gum bumelia Sideroxylon lanuginosum Healthy Single 3363 7.5 gum bumelia Sideroxylon lanuginosum Healthy Single 3364 10.3 gum bumelia Sideroxylon lanuginosum Healthy Single 3365 15.9 gum bumelia Sideroxylon lanuginosum Declining Multi 3366 18.5 post oak Quercus stellata Healthy Single 3367 18.2 gum bumelia Sideroxylon lanuginosum Declining Forked 3368 9.0 gum bumelia Sideroxylon lanuginosum Declining Single 3369 8.8 gum bumelia Sideroxylon lanuginosum Declining Single 3370 8.7 gum bumelia Sideroxylon lanuginosum Declining Single 3371 10.0 gum bumelia Sideroxylon lanuginosum Declining Single 3372 13.0 gum bumelia Sideroxylon lanuginosum Declining Multi 3373 25.0 post oak Quercus stellata Healthy Single 3374 15.9 gum bumelia Sideroxylon lanuginosum Healthy Multi 3375 25.7 post oak Quercus stellata Healthy Single 3376 6.8 hackberry Celtis laevigata Healthy Forked 3377 9.6 Hercules-club Zanthoxylum clava-herculis Healthy Forked 3378 16.2 hackberry Celtis laevigata Healthy Multi 3379 24.8 post oak Quercus stellata Healthy Single 3380 7.0 crepe myrtle Lagerstroemia indica Healthy Multi 3381 9.0 crepe myrtle Lagerstroemia indica Healthy Multi 3382 10.7 crepe myrtle Lagerstroemia indica Healthy Multi 3383 9.6 crepe myrtle Lagerstroemia indica Healthy Multi 3384 17.7 gum bumelia Sideroxylon lanuginosum Healthy Multi 3385 6.0 hackberry Celtis laevigata Healthy Forked 3386 6.4 gum bumelia Sideroxylon lanuginosum Healthy Forked 3387 6.0 gum bumelia Sideroxylon lanuginosum Healthy Multi 3388 8.7 eastern redcedar Juniperus virginiana Healthy Forked 3389 7.5 hackberry Celtis laevigata Healthy Single 3390 8.0 mesquite Prosopis glandulosa Healthy Multi 3391 6.0 gum bumelia Sideroxylon lanuginosum Healthy Single 3392 7.0 gum bumelia Sideroxylon lanuginosum Healthy Single 3393 9.8 eastern redcedar Juniperus virginiana Healthy Single 3394 14.1 mesquite Prosopis glandulosa Healthy Multi 3395 7.7 eastern redcedar Juniperus virginiana Healthy Single Trademark Southlake - Tree Inventory Southlake, Tarrant County, Texas 3396 7.6 eastern redcedar Juniperus virginiana Healthy Single 3397 9.0 eastern redcedar Juniperus virginiana Healthy Forked 3398 10.3 eastern redcedar Juniperus virginiana Healthy Single 3399 6.0 eastern redcedar Juniperus virginiana Healthy Single 3400 6.2 eastern redcedar Juniperus virginiana Healthy Single 3401 8.6 gum bumelia Sideroxylon lanuginosum Healthy Multi 3402 18.5 gum bumelia Sideroxylon lanuginosum Healthy Multi 3403 6.3 eastern redcedar Juniperus virginiana Healthy Single 3404 13.8 hackberry Celtis laevigata Healthy Multi 3405 6.2 eastern redcedar Juniperus virginiana Healthy Single 3406 7.7 eastern redcedar Juniperus virginiana Healthy Single 3407 6.0 hackberry Celtis laevigata Healthy Single 3408 14.2 eastern redcedar Juniperus virginiana Healthy Single 3409 10.2 hackberry Celtis laevigata Healthy Single 3410 9.8 eastern redcedar Juniperus virginiana Healthy Single 3411 8.0 gum bumelia Sideroxylon lanuginosum Healthy Forked 3412 8.6 eastern redcedar Juniperus virginiana Healthy Forked 3413 6.3 mesquite Prosopis glandulosa Healthy Multi 3414 19.0 post oak Quercus stellata Healthy Single 3415 24.1 post oak Quercus stellata Healthy Single 3416 9.3 mesquite Prosopis glandulosa Healthy Multi Kimley-Horn red tag series 3257-3416. Trees measuring 6-inches and larger DBH were tagged in accordance with the City of Southlake Ordinance. ////////////1007653.017GUARD RAIL B1010653.537GUARD RAIL END1192636.501FL 15" R.C.P.1213637.229FL 15" R.C.P.1353641.828FL 8" C.M.P.1354641.553FL 8" C.M.P.1370638.120FL 8" C.M.P.1690649.353GUARD RAIL B1691649.388GUARD RAIL END1692649.287GUARD RAIL B1693649.411GUARD RAIL ENDPARCEL 10A - CALLED 3.310 ACRESSTATE OF TEXASDOC. NO. D199245141-O.P.R.T.C.T.PARCEL 11STATE OF TEXASDOC. NO. D199245143O.P.R.T.C.T.40.2089 ACRES1,751,498 SQ. FT.CALLED 2.502 ACRESPARCEL 9ASTATE OF TEXASDOC. NO. D200285194PROPOSED RIGHT-OF-WAY DEDICATION (BY SEPARATE INSTRUMENT)CONTROL OF ACCESS(PER RIGHT-OF-WAY MAP)FP 653.0FP 653.5FP 651.8FP 653.2FP 652.0FP 652.5FP 652.5FP 652.5FP 652.5FP 651.5FP 648.1FP 653.0FP 652.1FP 651.5FP 651.4FP 653.0FP 653.5FP 654.5FP 654.0FP 653.5FP 653.0FP 652.2FP 653.0FP 652.5FP 653.0FP 653.5FP 654.0FP 654.0FP 654.0FP 654.5FP 654.0FP 653.5FP 653.0FP 652.5FP 653.5FP 652.5FP 652.0FP 651.5FP 651.0FP 651.0FP 650.5FP 651.0FP 651.0FP 651.0FP 651.5FP 652.0FP 653.0FP 652.5FP 652.0FP 652.5FP 652.5FP 652.5FP 652.5FP 653.0TREES OFF SITETREES IN R.O.W.TREES IN R.O.W.BUILDING SETBACKBUILDING SETBACK20' WIDE RIGHT-OF-WAY EASEMENT10' WIDE PORTION OF A CALLED20' WIDE RIGHT-OF-WAY EASEMENT15' DRAINAGE EASEMENT17' WIDE UTILITY EASEMENT17' WIDE UTILITY EASEMENTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEE KIRKWOOD BLVDW STATE HWY 114NORTHWEST PKWYTREES TO BE REMOVEDTREES OFF SITETREES IN R.O.W.TREES OFF SITEEXISTING QUALITY TREESRECOMMEND TO PRESERVEEXISTING QUALITY TREESRECOMMEND TO PRESERVETP TPTPTPTPTPTPTPTPT P 3257325832593260326132623263326432653266326732683269327032713272327332743275327632773278327932803281328232833284328532863287328832893290329132923293329432953296329732983299330033013302330333043305330633073308330933103311331233133314331533163317331833193320332133223323332433253326332733283329333033313332333333343335333633373338333933403341334233433344334533463347334833493350335133523353335433553356335733583359336033613362336333643365336633673368336933703371337233733374337533763377337833793380338133823383338433853386338733883389339033913392339333943395339633973398339934003401340234033404340534063407340834093410341134123413341434153416TREE CONSERVATION PLANAScale: 1" = 80'0'80'160'Scale: 1" = 80'-0"NORTHThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT LAST SAVED 1/8/2026 5:58 PMPLOTTED BY KAPPELMAN, JULIA 1/20/2026 6:43 PMDWG PATH K:\MKN_LALP\_PROJECTS\067545015 - TRADEMARK SOUTHLAKE\CAD\SHEETSDWG NAME L1.00 TREE CONSERVATION PLAN.DWG , [ L1.00 TREE CONSERVATION PLAN ]IMAGES EPSG2276_Date20250115_Lat32.965999_Lon-97.153911_Mpp0.300_Vert :XREFS xPlant : xAerial : xHard : xSurvey : xPave-WC : xRoundabout : xArch : x24X36 : oSurf-FG - MassGrading : xAnno : xTrees-JK : xBase : xBndry © 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 01/21/2026 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. Freeland245801/21/2026TREE CONSERVATION PLANL1.00 O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OH EXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEGASGASGASGASGASGASGASGASGASGASGASGASP P P P P P F 1541651.120UG FIBER O P T I C M A R K E R S B C F 1563646.501UG FIBER O P T I C M A R K E R S B C F 1616642.145UG FIBER O P T I C M A R K E R S B C 1633642.088UG FIBE R O P T I C M A R K E R M C I 1634642.113FIBER OPT I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 1635642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1636642.060FIBER O P T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1637642.076FIBER OP T I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K 1542651.120UG FIBER O P T I C M A R K E R S B C 1564646.501UG FIBER O P T I C M A R K E R S B C 30642.145UG FIBER O P T I C M A R K E R S B C F 31642.088UG FIBE R O P T I C M A R K E R M C I 32642.113FIBER OPT I C V A U L T B M C I E 8 0 0 M C I W O R K 3 0 K 33642.068FIBER OPT I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 34642.060FIBER O P T I C V A U L T C M C I E 8 0 0 M C I W O R K 3 0 K 1638642.076FIBER OP T I C V A U L T C L O S E M C I E 8 0 0 M C I W O R K 3 0 K CBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASN8 9 ° 2 8 ' 3 9 " E 16 6 3 . 1 2 ' ∆=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'STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)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 )WEST BOUND SERVICE ROADN60°58'57"E 655.75' N8 9 ° 2 8 ' 3 9 " E 17 1 . 6 4 'WWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W SSS S S S S S S S FLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLSTA: 18+48.46, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 650.8± NORTHING: 7037740.64 EASTING: 2381571.54 FL 8": 642.79 STA: 17+56.64, SEWER B INSTALL: 1 - 4' MANHOLE RIM: 650.9± NORTHING: 7038028.58 EASTING: 2381183.56 FL 8": 643.62 FL 8": 643.52 STA: 13+26.30, SEWER B INSTALL: 1 - 4' MANHOLE RIM: 652.5± NORTHING: 7038233.80 EASTING: 2381561.75 FL 8": 641.59 FL 8": 641.49 MH JB JB JB CI FH TYI JB TYI CI JB JB 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. MH PROPOSED 5' UTILITY EASEMENT LOT 1, BLOCK A 2.996 ACRES 130,492 SF PORTION OF A CALLED 55.300 ACRES SOUTHLAKE DOVE ASSOCIATES, LLC DOC. NO. D215094206 O.P.R.T.C.T. PARCEL ID NO. 41248848 LOT 2, BLOCK A 9.509 ACRES 414,231 SF WEST KIRKWOOD BOULEVARDREMAINDER 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 MH STA: 17+82.15, SEWER B INSTALL: 1 - PLUG FOR FUTURE CONNECTIONS FL 8" (SE): 643.72 PUBLIC 8" SSWR, SEWER B PROPOSED 10' UTILITY EASEMENT PROPOSED 5' UTILITY EASEMENT PROPOSED 30' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 10' WATER EASEMENT PROPOSED 20' DRAINAGE EASEMENT PROPOSED 25' DRAINAGE EASEMENT PROPOSED 26' FIRE, ACCESS, UTILITY AND DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT STA: 15+42.65, SEWER B INSTALL: 1 - 4' MANHOLE RIM: 650.5± NORTHING: 7038132.39 EASTING: 2381370.69 FL 8": 642.66 FL 8": 642.56 STA: 14+54.56, SEWER B INSTALL: 1 - 4' MANHOLE RIM: 651.9± NORTHING: 7038171.58 EASTING: 2381449.59 FL 8": 642.21 FL 8": 642.11 STA: 12+93.59, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 653.1± NORTHING: 7038234.09 EASTING: 2381594.46 FL 8": 641.36 FL 8": 641.26 STA: 11+38.80, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 653.5± NORTHING: 7038235.51 EASTING: 2381749.25 FL 8": 640.64 FL 8": 640.54 STA: 10+22.61, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 652.8± NORTHING: 7038125.07 EASTING: 2381785.33 FL 8": 640.08 FL 8": 639.98 PROPOSED 15' SEWER EASEMENT MH MH MH MHMH OHEGASCBLWEST BOUND SERVICE ROAD∆=23°24'16" N60°58'57"E 499.37'WW W W W W W W W WSSSS SS S S FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL STA: 17+41.46, SEWER A MHMH CI JB STA: 2+68.97, SEWER B PROPOSED VARIABLE WIDTH ACCESS EASEMENT STA: 2+22.71, SS LAT A-1 W O H E O H EWWW SSS KIRKWOODBOULEVARDSTA: 9+10.05, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 653.9± NORTHING: 7038126.10 EASTING: 2381897.89 FL 8": 639.53 FL 8": 639.43 MH BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED2/27/2026 4:57 PMPLOTTED BYGARCIA, EVAN 3/2/2026 12:31 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Sanitary-Plan.dwg , [ 24x36 ]IMAGESXREFS x22X34-GI : xBase-GI : xUtil-GI : xBndry-MR : xExBase-MR : xStrm-GI : xEsmt-GI : 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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 SANITARY SEWER PLAN(1 OF 3)C-600 N O R T H 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. 4.INSTALL SERVICES FOR FUTURE PHASE = UTILITY LEGEND S SSMH JB CI FH SS PROPERTY LINE PROPOSED UTILITY EASEMENT PROPOSED SANITARY LINE EXISTING STORM DITCH LINE EXISTING POWER LINE EXISTING GAS LINE EXISTING POWER LINE EXISTING WATER LINE EXISTING SANITARY LINE PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT MATCH LINE SEE SHEET C-601 MATCH LINESEE SHEET C-60103/02/2026 B M 4 0 3 OHE OHE OHE OHE OHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEO H EGASGASGASGASGASGASGASGASGASGAS GASP P PF1726648.173UG FIBE R O P T I C M A R K E R S B C X X 1727648.173UG FIBER O P T I C M A R K E R S B CCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBL CBL∆=12°47'37" R=1889.86' L=421.99' CB=N44°40'29"W C=421.11'WEST BOUND SERVICE ROAD∆=23°24'16" R=199.50' L=81.49' CB=N37°50'38"E C=80.93' N60°58'57"E 499.37'WW W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS S S SS S S S S S S S S S S S FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL STA: 6+49.18, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 649.7± NORTHING: 7037671.57 EASTING: 2381988.24 FL 8": 636.80 FL 8": 636.70 STA: 7+82.81, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 650.6± NORTHING: 7037585.24 EASTING: 2381886.98 FL 8": 637.53 FL 8": 637.43 STA: 8+88.18, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 651.0± NORTHING: 7037497.13 EASTING: 2381944.78 FL 8": 638.05 FL 8": 637.95 STA: 9+68.20, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 652.7± NORTHING: 7037434.22 EASTING: 2381994.24 FL 8": 638.47 FL 8": 638.37 STA: 10+11.76, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 653.1± NORTHING: 7037396.13 EASTING: 2382015.37 FL 8": 638.75 FL 8": 638.65 STA: 10+53.24, SEWER A STA: 1+00.00, SEWER E INSTALL: 1 - 5' MANHOLE W/ INTERNAL DROP RIM: 653.7± NORTHING: 7037357.01 EASTING: 2382029.17 FL 8" (SW): 639.01 FL 8" (E): 645.54 FL 8" (N): 638.91 STA: 12+13.95, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 651.6± NORTHING: 7037260.44 EASTING: 2381900.71 FL 8": 639.76 FL 8": 639.66 STA: 12+68.86, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 647.8± NORTHING: 7037233.80 EASTING: 2381852.70 FL 8": 640.08 FL 8": 639.98 STA: 14+96.50, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 650.1± NORTHING: 7037432.87 EASTING: 2381742.27 FL 8": 641.29 FL 8": 641.19 STA: 17+41.46, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 650.7± NORTHING: 7037647.07 EASTING: 2381623.44 FL 8": 642.37 FL 8": 644.52 FL 8": 642.27 MHMH CI JB STATE HIGHWAY NO. 114(A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)WEST BOUND SERVICE ROAD7.5' UTILITY EASEMENT VOL. 388-184, PG. 71 P.R.T.C.T. LOT 3, BLOCK A 9.350 ACRES 407,266 SF LOT 3, BLOCK A 9.214 ACRES 401,384 SF PROPOSED 15' SEWER EASEMENT STA: 7+18.38, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 649.8± NORTHING: 7037631.50 EASTING: 2381931.81 FL 8": 637.17 FL 8": 637.07 STA: 5+79.88, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 649.4± NORTHING: 7037690.01 EASTING: 2382055.04 FL 8": 636.42 FL 8": 636.32 PUBLIC 8" SSWR, SEWER A PROPOSED VARIABLE WIDTH ACCESS EASEMENT STA: 13+92.12, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 649.6± NORTHING: 7037341.59 EASTING: 2381792.90 FL 8": 640.67 FL 8": 640.57 MH MH MH MH MH MH MH MH MH MH STA: 2+22.71, SS LAT A-1 INSTALL: 1 - 4' MANHOLE RIM: 648.9± NORTHING: 7037711.86 EASTING: 2381727.66 FL 8": 645.01 STA: 14+58.51, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 649.8± NORTHING: 7037399.64 EASTING: 2381760.70 FL 8": 641.03 FL 8": 640.93 MH PUBLIC 8" SSWR, SEWER E STA: 1+20.00, SEWER E END & PLUG FL 8" (W): 645.62 PUBLIC 8" SSWR, SEWER A PROPOSED 15' SEWER EASEMENT MH MHOHEGASPCBLWEST BOUND SERVICE ROADWSSFLFLJB PROPOSED 25' DRAINAGE EASEMENT SEWER EASEMENT SSSSS LOT 5, BLOCK A 9.300 ACRES 405,130 SF STA: 2+68.97, SEWER B 1 - 5' MANHOLE NORTHING: 7037859.96 EASTING: 2382161.16 MH PROPOSED 15' SEWER EASEMENT BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED2/27/2026 4:57 PMPLOTTED BYGARCIA, EVAN 3/2/2026 12:31 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Sanitary-Plan.dwg , [ 24x36 (2) ]IMAGESXREFS x22X34-GI : xBase-GI : xUtil-GI : xBndry-MR : xExBase-MR : xStrm-GI : xEsmt-GI : 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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 SANITARY SEWER PLAN(2 OF 3)C-601 N O R T H 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. 4.INSTALL SERVICES FOR FUTURE PHASE = UTILITY LEGEND S SSMH JB CI FH SS PROPERTY LINE PROPOSED UTILITY EASEMENT PROPOSED SANITARY LINE EXISTING STORM DITCH LINE EXISTING POWER LINE EXISTING GAS LINE EXISTING POWER LINE EXISTING WATER LINE EXISTING SANITARY LINE PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT MATCH LINESEE SHEET C-602MATCH LINE SEE SHEET C-600 03/02/2026 D S T W E EE XXXXOHEOHEOHEOHEXOHE<<<<<<<<<<<<<<<<<<<<B M 4 0 4 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OH E OH E OH E OH E O H E O H E O H E O H E OHEOHEOHEOHECBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLCBLGASGASGASGASGASGASGASGASGASF 1208637.777UG FIB E R O P T I C M A R K E R T E X A S 8 1 1 F 1238644.086UG FIBER O P T I C M A R K E R M C I 1239644.510FIBER OP T I C V A U L T B M C I 8 0 0 M C I W O R K 3 0 K 1240644.412FIBER OP T I C V A U L T C M C I 8 0 0 M C I W O R K 3 0 K 1241644.116FIBER O P T I C V A U L T C M C I 8 0 0 M C I W O R K 3 0 K 1242644.204FIBER OP T I C V A U L T C L O S E M C I 8 0 0 M C I W O R K 3 0 K F 1245645.909UG FIBE R O P T I C M A R K E R T E X A S 8 1 1 D 1182638.431STORM D R A I N M A N H O L E S0°18'41"E 1274.60' 15' D R A I N A G E E A S E M E N T D O C . N O . D 2 2 1 0 9 5 0 7 9 O. P . R . T . C . T . EA S T K I 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 R I G H T - O F - W A Y )VICENZA DRIVE(51' RIGHT-OF-WAY)SSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S STA: 1+00.00, SEWER A CONNECT TO EX. MANHOLE CONTRACTOR TO VERIFY EXISTING FLOW LINE PRIOR TO CONSTRUCTION BEGINNING RIM: 645.6± NORTHING: 7037638.82 EASTING: 2382513.95 FL 8": 634.20 STA: 1+82.18, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 648.8± NORTHING: 7037693.64 EASTING: 2382452.72 FL 8": 634.63 FL 8": 634.53 STA: 4+72.20, SEWER A STA: 1+00.00, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 649.0± NORTHING: 7037690.99 EASTING: 2382162.71 FL 8" (W): 635.89 FL 8" (N): 635.89 FL 8" (E): 635.79 W E S T K I R K W O O D B O U L E V A R D LOT 5, BLOCK A 9.300 ACRES 405,130 SF PUBLIC 8" SSWR, SEWER A STA: 2+68.97, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 650.3± NORTHING: 7037859.96 EASTING: 2382161.16 FL 8": 636.66 FL 8": 636.56 MH MH MH STA: 5+77.26, SEWER B STA: 1+00.00, SS LAT B-1 INSTALL: 1 - 5' MANHOLE RIM: 649.7± NORTHING: 7038129.13 EASTING: 2382230.67 FL 8" (W): 638.10 FL 8" (E): 637.90 FL 8" (S): 638.00 STA: 1+20.00, SS LAT B-1 END & PLUG FL 8" (W): 638.38 STA: 3+53.95, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 650.3± NORTHING: 7037905.84 EASTING: 2382232.70 FL 8": 637.10 FL 8": 637.00 STA: 9+10.05, SEWER B INSTALL: 1 - 5' MANHOLE RIM: 653.9± NORTHING: 7038126.10 EASTING: 2381897.89 FL 8": 639.53 FL 8": 639.43 PUBLIC 8" SSWR, SS LAT B-1 PUBLIC 8" SSWR, SEWER B PUBLIC 8" SSWR, SEWER BMH MH MH MH PROPOSED 15' SEWER EASEMENT PROPOSED 15' SEWER EASEMENTSSSS SSS S WEST KIRKWOOD BOULEVARDSTA: 5+79.88, SEWER A INSTALL: 1 - 5' MANHOLE RIM: 649.4± NORTHING: 7037690.01 EASTING: 2382055.04 FL 8": 636.42 FL 8": 636.32 MH MH BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT3/2/2026PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2026 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED2/27/2026 4:57 PMPLOTTED BYGARCIA, EVAN 3/2/2026 12:31 PMDWG PATHC:\ACC\ACCDocs\Kimley-Horn\067545015_TRADEMARK SOUTHLAKE\Project Files\CAD\Grocer Infrastructure\PlanSheetsDWG NAMEC-Sanitary-Plan.dwg , [ 24x36 (3) ]IMAGESXREFS x22X34-GI : xBase-GI : xUtil-GI : xBndry-MR : xExBase-MR : xStrm-GI : xEsmt-GI : 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, TXSHIVERS' FARMGROCER INFRASTRUCTURE0675450153/2/2026151778 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 SANITARY SEWER PLAN(3 OF 3)C-602 N O R T H 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. 4.INSTALL SERVICES FOR FUTURE PHASE = UTILITY LEGEND S SSMH JB CI FH SS PROPERTY LINE PROPOSED UTILITY EASEMENT PROPOSED SANITARY LINE EXISTING STORM DITCH LINE EXISTING POWER LINE EXISTING GAS LINE EXISTING POWER LINE EXISTING WATER LINE EXISTING SANITARY LINE PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANTMATCH LINESEE SHEET C-600MATCH LINESEE SHEET C-60103/02/2026