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Item 7C - Presentation -qqqq �1CITY • SOUTHLA GMi Southlake ZA26-00037-D RE���,������ ♦���j1r1�1���j/j/ �����11111j�j�1 OtY • ►� '-3 i 21 r- VILLAGE,CENTERt 4 L 4 2 ion im `; 465 S. z • r t� 5 s • m • 50 Imo. .� � '•�' � A ' 2850 A N r 625 LL' Ps: KIMBA HILL H 3 535, 2350 ' a 2300 70:1 71 VILLAGE CENTER 2445 2545 _ Legend 285 311 27p7 100-Year Flood Plain ' 2485 • .. a_ `.VILLAGE CENTER ' Corps of Engineers Property _ 415 850 ggp 300 305 �, F Public Park/Open $60 Space � • a�� s �6 t � If ��j���J Public Semi-Public 360 405 Low Density '���.- � • 380 Residential Y Medium Density - 5'+'�4 ��i m �� 410 2�< Residential 350 370 � 416 F Office Commercial 515 1 535 545 L 508 , 565e� Asti 512 Retail Commercial 525 555 �4�8'���'.4toit Mixed Use 516 Town Center 595 Regional Retail 21 4 2449 520 • Industrial 128 13 2136 �0 2450 � KIMBAL'L'HTL'L '`°f 535 212 13 r' " - J 700 530 50 2820 212 121 37 60� �2400• . x` 24451 2545 285 311 2003 2707 Legend 2485 2757 �� AG C1 M: VILL4GE CENTER RE5 , z MC2 850 305 RE7 _ 0405 415 880 300 SF1A _ C4 860 41 . SFiB - NRPUD J — — f 1 ® SF2 _ HC 360 405 m 380 SF30 B1 455 515 SF20A 62 ■ D�,��O 410 20 SF20B I1 70 � 416 RPUD I2 515 535 545 508 505 MF1 565 — -�aa 512 SP1 525 555 MF2 SPZ � M H 516 DT 595 CS _ TZD 2449 520 500 525 01 ECZ 02 128 13 213 H 505 ---- —KL 2450 IMBALL HIL : 540 ?1 5 1312111 D 535 2820 212 605 700 530 530 2400 545 112 710 2350 701 710 �67795 2300 540 545 2810 2805 ?A. , RM . i f4$ 1 ' 95 �� � .� �• •'i; ,� !ter :-Sr' .t� .:�. � Y� f � i - AW Ail ' � ,,,,gg�ll�� X .�ti. Ass ar4�.�'JAW �� 40.1 Ir Al Street View from Crooked lane (looking Northwest) r. Street View from S. Nolen Drive (looking Southwest) r • .: q,Q / r� f Street View from S. Village Center Drive ( looking South) . � � �_ ��, IIII�11F11 i�w111111�r11__®11111111l1111�1111111111�` ' I6111111rA91 1•I�rl� `, � �Ir11111111C111111��' .� 0 ■ • •• �• • • • it ;� I�If it � 1 0 �""1 1� 1'■'1 1 1 1�° Existing Site Plan (ZA24-0031) I W I Site Plan with Proposed Sports Court Enlarged Site Plan with Proposed Sports Court ail i� ©p m rod �G1 0 ���� • � 2� �.. �. ® 1 m �O p m0m O p Op O Landscape Plan • Lighting is on a timer and can easily be turned 177LE❑C^ on and off. rtLights • The lights will not z7� "$ F / WE tj be used after sFE^M / 9:0013M on a- weekdays or 2PICKL 8 LL tl tl COU TS �2 weekends. § s m / �a e rErvc e F m-v gFEN�E w ° —18' from light to ^'s ' Building2TAFF property line Setback o o ���F ---------F7F O IES INDOOR REPORT IES INDOOR REPORT PHOTOMETRIC FILE PHOTOMETRIC FILE NAME: NAME' LSMT 2 C 40L TSW LSMT 6 C 95L T5W Type V Wide Oplieal Type V Wide Optical Assembly isaem6y 2 Module.Cool White 6 Module,Cool White 1 �,j 5 - 3 ,ar„criisv i�r�wria x,n�im�iir4w�IW wo..ru - wnrgxrW= Proposed Height: 23' Lighting: Neutral White (4000 K) Zoning of Standard Foot Standard Proposed Standard Proposed Neighboring Property Candles Foot Candles Foot Candles Computed Computed Horizontal Vertical Footcandles Foot Candles Nonresidential / districts, streets 3.0 3.0 —2.6—3.0 20 f.c. —17.8 f.c. / Ordinance No 693-C Lighting Section 4(b) Luminaires on poles over 42 inches in height and exterior wall mounted light fixtures shall Ordinance No 693-C Lighting Section 5(b) be either high pressured sodium lights or neutral or warm correlated color temperature The maximum outdoor computed or measured illumination level on Light Emitting Diode (LED) lights (temperature equal to or less than 4300 degrees Kelvin) or a property shall not exceed 20 foot candles outdoors at any point. other lights giving a similar soft lighting effect. LEGEND ------------ -- DRAINAGE AREA LABEL '7- AC DRAINAGE AREA(AC) + FLOW QUANTITY{CFS) 74 DIRECTION OF FLCW DRAINAGE AREA 8OUNDARY T.T PHASE 1 All, T jD T T A H-1OG1:-L-A---5E1-V-OPEI1-- DRAINAG AREA(AC.) G Tc " O' I R) 91 REMARKS AREA (min) (I..R, (C"FS 1'I (I I 1Ho R) (CFS3) (I W (CFS) OWHR) ICE __--- I�iili �9/ I A-I 122 020 10.0 3.89 4.28 649 71 778 856 976 1 1073 DRAINS TO PROPOSED DETENnCN POND A-2 C 57 090 100 369 200 649 334 778 401 976 503 DRAINS TO PROPOSED DETENnCN POND A 1,53 D90 100 389 571 6,49 9,51 T.70 1141 9.76 14,31 DRAINS TO PROPOSED DETEN'nCN POND -------- RCS' I %-', A-4 11,111 090 111,1 3,19 0,51 11,49 1,111 7,11 109 11,M 1,37 DRAINS TO PROPOSED DETENnCN POND LOT 3.BLOCK 5 -5 A 037 090 10.0 389 129 649 2,15 778 258 976 323 DRAINS TO PROPOSED DETENMCN POND T EASTER NO.474 ADDITION A-6 C.14 D9D ID.0 3.89 0.50 6.49 C.53 7.78 099 9.76 1.25 DRAINS TO PROPOSED DETENnCN POND DOC.NO.0197090951 P,R T CJ A-7 051 M90 ID.0 3.89 1.80 6.49 3.00 7.78 360 9.76 4.51 DRAINS TO PROPOSED DETENTION POND A-8 0,28 0.90 10.0 3.89 0.99 6.49 1.65 7.78 1,98 9.76 2.49 DRAINS TO PROPOSED DETENnCN POND A-9 1.14 6.49 1.90 7.78 220 9.76 2.86 DRAINS TO PROPOSED DETENTION POND DRAINAGE AREA A-7 DESIGNED TO A-10 027 D go 0 .89 0.95 6.49 159 7.78 190 9.76 2.39 DRAINS TO PROPOSED DETENTION POND ACCOUNT FOR FULLY DEVELOPED FLOW A-11 0.08 0 go 0.00 3.89 0.27 649 0.45 7.78 054 9.M 0068 DRAINS TO PROPOSED DETENTION POND .51 7 AND C FACTOR OF 0=0.90.ADDITION OF A 12 0.9 3.89 3.39 6.49 5.65 7.78 678 9.76 8.51 DRAINS TO PROPOSED DETENTION POND o IMPERVIOUS COVER IS IRRELEVANT B-I 0.85 53D ID.0 3.89 .99 6.40 166 1 7.78 1 198 1 9.76 2.48 DRAINS TO CROOKED LANE ROW T, BASED ON THESE DESIGN ASSUMPTIONS. C,1 0.86 � I 0 3.69 1.01 1 6.49 1 I.ou I 7.781 2ol 1 me 2b52 DRAINS To EX CULVERTS 0 r-2 493 035 10.0 389 671 1 649 111,18 1 778 1 - 1976 1683 DRAINS TO EX CULVERTS TOTAL DRAINAGE 13.14 31.59 92.62 83.13 79.19 Drainage Plan z 7 zn vn zm z7n7 n7 L _ — VJU F CENTER DR 2777 2 7 2]7] For: ca,ie i;i 880 880 300 300 300 t3.50 4 880 300 Opposed. 880860 Ks 315 05 \ 405 4l' 3 \ 315 315 Undecided: 1 6 860 1f 325 32s 325 915 419g 360 405 417 425 435 1000 350 380 350 7 ao5 405 360 435 360 - 905 OD1 405 435 60 8 405 SIS 1 435 360 445 445 44s 495 q4s 445 37a 445 q45 445 935 - 9 370 --4E0 410 y 910 379 D Fa 1002 Op "1 5a5 595�595 1DD3 11 508 Sty 515 515. 535 535 535 595 9t� 19 5fi5 SOS \ 565 565 121z - 5 50& 565 525 555555 55$ 5 55 �r ff 17 516 sl6 soo 19 0 5W 520 i � 16 I 520 I yv 525 50 8 .. 2949 � 5W 525 505 - — ✓ 532 530 535 532 530 / 22 532 530 530 535 532 530 5 532 35 531 535 539 5355 /� 531531 535535 539 535 g p 536 530 53B 531 535 539539 530 535 + c 536 53B 53Surrounding Property Owner Responses On - • 1 • the Planning and Zoning Commission recommended . • • • 1 ), subject to the Staff Report dated January 30, 2026, and the Site Plan Review Summary No. 2 dated January 30, 2026, with a request to have the drainage verification for the existing retention system on site to accommodate the new sports courts. 1q1�j���1�� Planning and Zoning Commission Action On 1 • the City Counciltabled the 1st Reading of 1 to April 7, 2026, as the applicant was notpresent at th - the time item was considered. �FA �1,11, 54"1 City Council Action — 1st Reading CITY • SOUTHLA Questions?