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Item 6A - Planscu N 0 N mO 0I p a) F ~Cl) I r o U �I F w q 0 Z x dLL w Xa� ,moo x N WO _L N 0- o s o Lo xtiF � w- N D_' � pXO N Y 0. O X m N L _ wZN o X N NX0 LL m2 W coH Z LL �Xdp / EXISTING FIRE HYDRANT / tiy0 JOHN E CUNDIFF AND AUTUMN R / CUNDIFF / INST. NO. D213184661 0.P.R.T.C.T. 0 R3 ZONING=SF1-A LUD = LOW DENSITY RESIDENTIAL RIGHT-OF-WAY DEDICATION / 10.0' 10' UTILITY EASEMENT 8' BOARD ON BOARD CEDAR FEN WITH 2' MASONRY CABINET A, PG. 6413 CABINET A, PG. 6413 / P.R.T.C.T. P.R.T.C.T. N89°22'45"E 346.43' COLUMNS ON 20' CENTERS r9.5' TYPE F2 BUFFERYARD - - - - - - - - - / jpmmp ... --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 91 4 1 130 .0' o oD T1,R ION OF I BL CK 74C RR D NO. 6 ADD TIO II R20' PROPOSED THREE FOOD CABINET A, PG. 6413 CONCRETE TRUCK PARKING 59. I P.R.T.C.T.PAVEMENT ----40, BUI I o I I I I I IIR0'- o-------------- - ----I----1R1'----- R5'I OI I LIE T ED 234.PRERT O0' � I I 1 198 0' I I II 1' - - J J ° ' R10' J I I II I II 3 O0'3 - R30 Rao' CONCRETE D SIDEWALK mmo SLOT DRAIN RETAINING WALL 14-6,RISE R30' IRE HYURjNT ENTRANCE/EXIT ENTRANCE EXITI ENTRANCE/EXIT � 10' UTILITY EASEMENT 2418.014.'18.0' FIR JUN R30' 1 1 0' I I •� ° ° Lot 1, Block 1 �S MENT o • JMDJMD, LLC o INST. NO. D220323053 0 ° O.P.R.T.C.T. a 0 3.8663 ACRES w I I , m 168,418 SF I °r I II z ° -0 I J m O I I J a N � o I I N8J° m D co c m m m D 0 ENTRANCE/EXIT 166 �' P L= 48.47' w R=398.15' _ w W-D=06°58'31" CB=N67°54'41 "E CD=48.44' CROOKED - R: - 0�_VARIABLE WIDTH RIGHT-OF-WAY o OHU� 10.0' TYPE D BUFF RI AREA z 0 WITH 8' HIGH MASONRY SCREEN o WALL MATCHING THE PRINCIPAL 0 BUILDING WITH 8' SOLID METAL 4; GATE - p 15.0' APPROXIMATE LOCATION OF 15' X 60' VEHICULAR AND PEDESTRICAN INGRESS, EGRESS AND ACCESS EASEMENT ZZ VOL. 11438, PG. 0694 D.R.T.C.T. - - EX. 18" RCP� \ \ BEGIN 6" CONCRETE \ \ CURB LOT 1 LEGENDS AT SOUTHLAKE INST. NO. D215055919 0.P.R.T.C.T. ZONING = SP2 LUD=INDUSTRIAL l EX. 18' RCP R I I I ° J I Ql- ,J e BFR 1 II J ° o PROPO EDI CONCR TE I DOI [tSTIC & ° PAVEMENT I IR I IGVATTONR J cn ` ago J Ib E: r 281.3' INDOOR FIELD BUILDING 43,960 S.F. 37"-2" HEIGHT 1 STORY BUILDING FF=641.75 CONCESSION/RETAIL 2,240 S.F. 14'-0" HEIGHT 1 STORY BUILDING FF=641.75 20' (8'/� 2' ENTRANCE/EXIT ENTRANCE/EXIT FORM JLJNE ° ° ° 9�6" RISERS O 5J� 60POLE G LIGHT FIXTURE G�P�S (TYP•) 2' BATTING CAGE NET OUTDOOR FIELDS ARTIFICIAL TURF 20 (8'/12' COMBO SECU ITY FENCE/NET) I I I I I I I °I J°I I I I 3ROPOSED- RM M INE 50' POLE ING LINE SCE ---- 5.0 UTIL Ty ASENIENT INS--. NC. D2 505 919 0. .R.T. T. LOT 4R BEGINNING w LEGENDS AT SOUTHLAK EASEMENT D ° II I I _ _ _ - - c� - - _ - - - - - - _ ACCESS EASEMENT \ INST. NO. D21606499 /� W - W I w P W// INSTW NO. D21606499L w - - c� 0.P.R.T.C.T. EX. 8" WTR LINE O.P.R.T.C. � � --- - I-� �.aZ58 ACRE S Otis e0�F,9 - - - - - - - ®D \ I / V � _ 8,b13 SF T Noel/ \, \\ \\ III UTILITY EASEME \\ O % �� p \\ \ INlT. N0. D216 4991 R20' N o` 0.P.R.T.C. s`919}% p C, \ \ � REMAINDER OF LOT 4R SITE BENCH ARK SQUARE CUT W/ 'X' ELEVATION = 29.08' \ \ \ y LOT 2 LEGE DS AT SOUTHLAKE INSI. NO. D215055919 0.P.R.T.C.T. \ 2 L=119.46' R=230.00' D=29°45'29" CB=N35°48'48"W \ CD=118.12' ` m \ \ \ cA \ I LEGENDS AT SOUTHLAKE < \ I I INST. NO. D216064991 o \ \\ y I 0.P.R.T.C.T. I I ZONING = SP2 o 0 \ \\I I LUD = INDUSTRIAL I I \I\ I I l -,a \ I\ \\ I I I D D C \ I 11 24.0' CA., EA., UE. & DE. m \ \ I I INST. NO. D216064991 0.P.R.T.C.T. I I 5 56928�2 o I\\ II I I I II I I I I II I I I II I I WYE INLET I'mus-0401 ��• PROPOSE RETAINING WALL / O C v I z o I 0 m W I D CD WYE ID I INLET z El S89°43'35"W 54.96' UTILITY EASEMENT INST. NO. D216064991 0.P.R.T.C.T. I I I I I I I I I I I I RV GATE WITH KNOX LOCK R 5' PROPOSED RETAINING - WALL 0.0' UTILITY EASEM CABINET A, PG. 64 P.R. T.C.T. SITE DATA SUMMARY LOT 1 2 EXIS77NG ZONING AG SP2 PROPOSED ZONING SP1 SP2 LAND USED DESIGNA71ON LIGHT INDUSTRIAL LIGHT INDUSTRIAL GROSS ACREAGE 3.8663 ac. 0.1858 ac. NET ACREAGE 3.8663 ac. 0.1858 ac. NUMBER OF LOTS 1 1 AREA OF OPEN SPACE 0.4830 ac. 0.1239 ac. AREA OF IMPERVIOUS COVERAGE 3.8663 0.0619 ac. PERCENTAGE OF OPEN SPACE 12.49 66.68 % PERCENTAGE OF IMPERVIOUS COVERAGE BZ51 33.32X PERCENTAGE OF S17E COVERAGE 2Z43% - BUILDING AREA (BUILDING FOOTPRINT) 46,200 s.f. - INDOOR FIELDS 43,960 - CONCESSION/RETAIL Z240 - NUMBER OF STORIES 1 - MAXIMUM BUILDING HEIGHT 37-2" - FLOOR AREA 46,200 s.f. - REQUIRED PARKING 1/3 PEOPLE 474/3 158 - CAPACITY (PEOPLE) 474 - PARKING SPACES PROVIDED 158 - ACCESSIBLE PARKING SPACES 6 - REQUIRED LOADING SPACES N/A - PROVIDED LOADING SPACES N/A AREA OF OUTSIDE STORAGE N/A - PERCENTAGE OF OUTSIDE STORAGE N/A - START CONSTRUCTION MON1N/YEAR FEB 2022 FEB 2022 END CONSTRUCTION MONTH/YEAR DEC 2022 DEC 2022 REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC SUMMARY CHART: BUFFERYARDS W E S 0 30' 60' GRAPHIC SCALE - 1"= 30' LEGEND PROPERTY LINE W EXISTING WATER LINE SS EXISTING SEWER LINE GAS EXISTING GAS LINE - - - - - - - EXISTING STORM LINE PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED STORM LINE - J° J CONCRETE SIDEWALK CONCRETE FIRE LANE 22 PARKING COUNT ` w � 0.8 O 0 � o w INWOOD Fo,, 14 m a o 1 N 0 KNO4� U114 L SpV�<gKf ? BLS 1709 WALL wZw J o a m o W m a O R J L J W U m N QY W°° �(VO z ° SI E o U z 0 U DEAN (n w z 6 26 Lu Z w o w 8 VICINITY MAP N.T.S. LOCATION/ LENGTH OF BASE LINE: REQUIRED/ PROVIDED: LENGTH: BUFFERYARD WIDTHITYPE: CANOPY TREES: ACCENT TREES: SHRUBS: FENCE/SCREENING HT. & MATERIAL: NORTH REQUIRED 48.47'- 26.00' (DRIVE)=22.47' 10' - D 1 1 4 NONE PROVIDED 10' - D 1 0 9 NONE NORTH REQUIRED 365.43 10'- F2 14 28 48 FENCE PROVIDED 9'-6" - F2 14 0 122 FENCE EAST REQUIRED 432.9l'-24.00' (DRIVE)=408.91' 10'-D 16 20 72 NONE PROVIDED 10' - A 4 0 32 NONE SOUTH REQUIRED 256.38 NONE NONE NONE NONE NONE PROVIDED NONE NONE NONE NONE NONE EAST REQUIRED 150.12 5'-A 1 2 10 NONE PROVIDED 10' - A 1 2 10 NONE WEST REQUIRED 457.11 5'-A 5 9 36 NONE PROVIDED 5'- A 5 9 36 NONE SUMMARY CHART: INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY ACCENT GROUND AREA FRONT/SIDE TREES TREES: SHRUBS COVER COLOR REQUIRED 6,930 SF 5,197 SF 14 28 173 1,040 SF 135 SF PROVIDED 24,629 SF 5,378 SF 14 8 174 1,077 SF 151 SF A: EXISTING TREE CREDITS APPLIED TO REQUIRED: CANOPY ACCENT 1 @ 6" - 12' DBH 1 0 2 @ GREATER THAN 12" 3 0 SITE PLAN MULTI -SPORT FACILITY IN SOUTHLAKE BLOCK 1 & 2, LOT X 4.052 AC. (176,513 S.F.) C.B. McDONALD SURVEY, ABSTRACT No. 1013 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY OF SOUTHLAKE CASE # ZA21-0086 OWNER ARCHITECT JMDJMD, LLC OWTARCHITECT 413 BORDERS CT 509 PECAN STREET, SUITE 100 SOUTHLAKE, TEXAS 76092 FORT WORTH, TEXAS 76102 JOHN DAVIS 817-455-1336 713-600-3600 JOHNMARTINDAVIS@SBCGLOBAL.NET JIM THARP MICHAEL DAVIS 214-869-8116 JTHARP@OWTARCHITECTS.COM 9M ICHAELDAV IS9@GMAT L.COM ENGINEER HART, GAUGLER & ASSOCIATES, INC. 12801 N. CENTRAL EXPWY. SUITE 1400 SURVEY DALLAS, TEXAS 75243 PEISER & MANKIN SURVEYING, LLC 972-239-5111 / 972-239-5055 (FAX) 1604 HART STREET TEXAS REGISTERED ENGINEERING FIRM #F-5053 SOUTHLAKE, TEXAS 76092 JOHN D. BLACKER 817-481-1806 JBLACKER@HARTGAUGLER.COM TIMOTHY R. MANKIN RUTH RANGEL TMANKIN@PEISERSURVEYING.COM RRANGEL@HARTGAUGLER.COM NOVEMBER 1, 2021 Q Q W � O Cn U Lid UL�49 O x LL U) a) M i� 0 E IL - N . OV 0) Q C) � ~ N c N (n + �W X 1,-O N 73 c o W �� ca� O� 1✓ w M W j = Cn 0 + U rn Z N 'O O CN V 00 (D z x a rn V W CY) � T_ X LLI Z � z 0 [_ Z J � � Z Q Z XQ�U 0 Q Q U> Z �00JQ� L.L U) mU NL�F- Lu OE 0z06 ��w 0- � 0 U) 1 O � J 1 J�� Q � O JU �oU) U LL Q �O LL m } UU Z J W ►'lJ N 0 N z O (= Q Q = Q _ m Lu 00 U 0 CD N N U 0) 0) -0 ca i -0 L) L 0) m O Z U N o - U) 0 0 U 0 IL SHEET C0.01 X U 0 E Z E w w D' CD N U) z 0I J 1- 1--. V) r o U �I F C) w Z x dLL w Xa� X M W N 0- oSo2' xtiF � N J N ww pX N Ya 8 O x m N u _ LUZN 0 NXp.. L= 48.47' w R=398.15' _ w W-D=06°58'31" CB=N67°54'41 "E CD=48.44' CROOKED - R: - 0�_VARIABLE WIDTH RIGHT-OF-WAY o OHU� 10.0' TYPE D BUFF RI AREA z 0 WITH 8' HIGH MASONRY SCREEN o WALL MATCHING THE PRINCIPAL 0 BUILDING WITH 8' SOLID METAL 4; GATE - p 15.0' APPROXIMATE LOCATION OF 15' X 60' VEHICULAR AND PEDESTRICAN INGRESS, EGRESS AND ACCESS EASEMENT ZZ VOL. 11438, PG. 0694 D.R.T.C.T. - - EX. \ BEGIN 6" CONCRETE \ \ CURB LOT 1 LEGENDS AT SOUTHLAKE INST. NO. D215055919 0.P.R.T.C.T. ZONING = SP2 LUD=INDUSTRIAL m D co c m m m D 0 l -- If . 18' RCP / EXISTING FIRE / HYDRANT tiy0 JOHN E CUNDIFF AND AUTUMN R / CUNDIFF / INST. NO. D213184661 0.P.R.T.C.T. ZONING=SF1-A 0 R3 LUD = LOW DENSITY RESIDENTIAL RIGHT-OF-WAY DEDICATION NELLIE R. STEVENS HOLLY / CABINET A, PG. 6413 10.0' 10' UTILITY EASEMENT UVIN". CREEN WITH ALLEE P.R.T.C.T. CABINET A, PG. 6413 ELM TREES ON 24' CENTERS P.R.T.C.T. N89°22 45 E 346.43 r9.5' TYPE F2 BUFFERYARD- - - - - - - - - - 1 91 4 30 .0' o oD OR ION OF I LO 1, BL CK 1 r5"11F 74C RR LL ISD N0. 6 ADDTIO R20' PROPOSED THREE FOOD CABINET A, PG. 6413 CONCRETE TRUCK PARKING IPAVEMENT SPACES P.R.T.C.T. I , oI40 BUI - - - - --------- 1o'------------------------ I R10' ---- I _ - - - PRO ERT LINE T BE BA DON ED 23 0' � I I t98 0' I I R10' 1 II J II II 1 II 300'3 - R30' R30' o'aCONCRETE D SIDEWALK mm SLOT DRAIN RETAINING WALL 14-6,RISERS J FIREVAQLT IR30' IRE HYURINT ENTRANCE/EXIT ENTRANCE EXITI ENTRANCE/EXIT � 10' UTILITY EASEMENT 14. ' 18.0' I2FIR 18.01 14;° JUN I 1 0' I I •� ° ° ;0 Lot 1, Block 1 �S MENT o JMDJMD, LLC o INST. N0. D220323053 � ° O.P.R.T.C.T. a 3.8663 ACRES L' o I I 168,418 SF I °r I o II z ° 0 I Jm I m I o 0 I I Z I IE R I I :6 Y ° I I J I I ° °10. ° J Ql- ,J e BFR J ° I I o I I II o PROPO EDI CONCR TE I Do 1STIC & ° PAVEMENT I IR I I , TTOR cn ` W I I L zAll A r ENTRANCE/EXIT 16' IINET Film 1 WA II 281.3' INDOOR FIELD BUILDING 43,960 S.F. 37"-2" HEIGHT 1 STORY BUILDING FF=641.75 CONCESSION/RETAIL 2,240 S.F. 14'-0" HEIGHT 1 STORY BUILDING FF=641.75 ENTRANCE/EXIT ENTRANCE/EXIT FORM JLINE ° 20' (8'/� 2' � ,. � �7,�_..�. .. "... rn ten+ 9T6" RISERS O 5J'\ 60' POLE \�G LIGHT FIXTURE G�P�S (TYP•) 2' BATTING CAGE NET OUTDOOR FIELDS ARTIFICIAL TURF 20 (8'/12' COMBO SECU ITY FENCE/NET) 'OSED RM M INE 50' POLE LINE 5.0 UTI Ty ASE ENT INS N D2 505 919 0. .R.T. T. LOT 4R BEGINNING w LEGENDS AT SOUTHLAK' EASEMENT D ° II I I _ _ _ - - c� - - _ - - - - - - _ ACCESS EASEMENT \ INST. N0. D21606499 /� W - W I w T W// INSTW NO. D21606499L w - - c� O.P.R.T.C.T. EX. 8" WTR LINE O.P.R.T.C. � � --- - I-� �.a.$58 ACRS �tise0�F,9 � �--- ---- ®D \ I / - ® 8,b�3 SF T Noel/ \, \\ \\ III UTILITY EASEME \ . O % �� p \\ \ AN . NO. D216 4991 \ R20' N o` \ \\ \ I� 0.P.R.T.C. R52' tv \ W'+ \ I \ I s`919}% p Ln \ \ �� REMAINDER OF LOT 4R SITE BENCH ARK SQUARE CUT W/ 'X' ELEVATION = 29.08' \ \ \ y LOT 2 LEGE DS AT SOUTHLAKE INSI. NO. D215055919 0.P.R.T.C.T. \ 5 \ L=119.46' R=230.00' D=29°45'29" CB=N35°48'48"W \ CD=118.12' ` m \ \ \ cA \ I LEGENDS AT SOUTHLAKE < \ 1 I INST. NO. D216064991 1 o \ \\ y I 0.P.R.T.C.T. I I o ZONING = SP2 \ \\I I LUD = INDUSTRIAL I I \1\ I I l -,a \ I\ \\ I I I D D C \ I 1I 24.0' CA., EA., UE. & DE. m \ \ I 1 INST. NO. D216064991 Off, 6 \ I 1 0.P.R.T.C.T. I I 5 569 2$ �2 o I\ \ 11 I I I 11 I I I I II I I I II WYE INLET !I OR - I` •, ,I PROPOSEDI/ i RETAINING I WALL / O I C v Z o I m W I D CD WYE I z I INLET El v I S89°43'35"W 1 54.96' I I 1 I I I I UTILITY EASEMENT INST. NO. D216064991 0.P.R.T.C.T. I I I I I I I I I I I I RV GATE WITH KNOX LOCK RV PROPOSED RETAINING - WALL 0.0' UTILITY EASEM CABINET A, PG. 64 P.R. T.C.T. SITE DATA SUMMARY LOT 1 2 EXIS77NG ZONING AG SP2 PROPOSED ZONING SP1 SP2 LAND USED DESIGNA77ON LIGHT INDUSTRIAL LIGHT INDUSTRIAL GROSS ACREAGE 3.8663 ac. 0.1858 ac. NET ACREAGE 3.8663 ac. 0.1858 ac. NUMBER OF LOTS 1 1 AREA OF OPEN SPACE 0.4830 ac. 0.1239 ac. AREA OF IMPERVIOUS COVERAGE 3.8663 0.0619 ac. PERCENTAGE OF OPEN SPACE 12.49 66.68 % PERCENTAGE OF IMPERVIOUS COVERAGE BZ51 33.32X PERCENTAGE OF S17E COVERAGE 2Z43% - BUILDING AREA (BUILDING FOOTPRINT) 46,200 s.f. - INDOOR FIELDS 43,960 - CONCESSION/RETAIL Z240 - NUMBER OF STORIES 1 - MAXIMUM BUILDING HEIGHT 37-2" - FLOOR AREA 46,200 s.f. - REQUIRED PARKING 1/3 PEOPLE 474/3 158 - CAPACITY (PEOPLE) 474 - PARKING SPACES PROVIDED 158 - ACCESSIBLE PARKING SPACES 6 - REQUIRED LOADING SPACES N/A - PROVIDED LOADING SPACES N/A - AREA OF OUTSIDE STORAGE N/A - PERCENTAGE OF OUTSIDE STORAGE N/A - START CONSTRUCTION MON7N/YEAR FEB 2022 FEB 2022 END CONSTRUCTION MONTH/YEAR DEC 2022 DEC 2022 REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC SUMMARY CHART: BUFFERYARDS W E S 0 30' 60' GRAPHICSCALE - 1"= 30' LEGEND PROPERTY LINE W EXISTING WATER LINE SS EXISTING SEWER LINE GAS EXISTING GAS LINE - - - - - - - - EXISTING STORM LINE PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED STORM LINE - J° J CONCRETE SIDEWALK CONCRETE FIRE LANE 22 PARKING COUNT W � 0.8 ` " O 0 x o m INWOODFo,� 14 i o 26 0 KNO4� B114 o" ¢ L 50��1(gK f ? BLp 1709 WALL 3 a WZW J o a m o W m a O m J U J W Y Q � z ° SI E o U z 0 U DEAN z 6 26 > W� = W 8 1011 VICINITY MAP N.T.S. LOCATION/ LENGTH OF BASE LINE: REQUIRED/ PROVIDED: LENGTH: BUFFERYARD WIDTHITYPE: CANOPY TREES: ACCENT TREES: SHRUBS: FENCE/SCREENING HT. & MATERIAL: NORTH REQUIRED 48.47'- 26.00' (DRIVE)=22.47' 10' - D 1 1 4 NONE PROVIDED 10' - D 1 0 9 NONE NORTH REQUIRED 365.43 10'- F2 14 28 48 FENCE PROVIDED 9'-6" - F2 14 0 122 FENCE EAST REQUIRED 432.9l'-24.00' (DRIVE)=408.91' 10'-D 16 20 72 NONE PROVIDED 10' - A 4 0 32 NONE SOUTH REQUIRED 256.38 NONE NONE NONE NONE NONE PROVIDED NONE NONE NONE NONE NONE EAST REQUIRED 150.12 5'-A 1 2 10 NONE PROVIDED 10' - A 1 2 10 NONE WEST REQUIRED 457.11 5'-A 5 9 36 NONE PROVIDED 5'- A 5 9 36 NONE SUMMARY CHART: INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY ACCENT GROUND AREA FRONT/SIDE TREES TREES: SHRUBS COVER COLOR REQUIRED 6,930 SF 5,197 SF 14 28 173 1,040 SF 135 SF PROVIDED 24,629 SF 5,378 SF 14 8 174 1,077 SF 151 SF A: EXISTING TREE CREDITS APPLIED TO REQUIRED: CANOPY ACCENT 1 @ 6" - 12' DBH 1 0 2 @ GREATER THAN 12" 3 0 SITE PLAN MULTI -SPORT FACILITY IN SOUTHLAKE BLOCK 1 & 2, LOT X 4.052 AC. (176,513 S.F.) C.B. McDONALD SURVEY, ABSTRACT No. 1013 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY OF SOUTHLAKE CASE # ZA21-0086 OWNER ARCHITECT JMDJMD, LLC OWTARCHITECT 413 BORDERS CT 509 PECAN STREET, SUITE 100 SOUTHLAKE, TEXAS 76092 FORT WORTH, TEXAS 76102 JOHN DAVIS 817-455-1336 713-600-3600 JOHNMARTINDAVIS@SBCGLOBAL.NET JIM THARP MICHAEL DAVIS 214-869-8116 JTHARP@OWTARCHITECTS.COM 9M ICHAELDAV IS9@GMAT L.COM ENGINEER HART, GAUGLER & ASSOCIATES, INC. 12801 N. CENTRAL EXPWY. SUITE 1400 SURVEY DALLAS, TEXAS 75243 PEISER & MANKIN SURVEYING, LLC 972-239-5111 / 972-239-5055 (FAX) 1604 HART STREET TEXAS REGISTERED ENGINEERING FIRM #F-5053 SOUTHLAKE, TEXAS 76092 JOHN D. BLACKER 817-481-1806 JBLACKER@HARTGAUGLER.COM TIMOTHY R. MANKIN RUTH RANGEL TMANKIN@PEISERSURVEYING.COM RRANGEL@HARTGAUGLER.COM NOVEMBER 1, 2021 Q Q W � O Cn U Lid UL�49 O x LL U) N M i� 0 E IL - N . OV 0) Q C) � ~ N c N (n + �W cc X � 73 N c W a)O cu O� w l__ � N W D' Ju(1)m-3� j (� + Ua) � rn 0Z N 'O - O ti00 V N O 0 = z �I x a rn V W cy) � T_ X LLI Z� z.0 [_ z J Z Q Z >< 0 Q Q U�mZ O O J Q < L.L mUwOE N�>� Ow � J J�� O JU �oU) U LL. Q �O m } UU Z J W ►'lJ N N N z O z uJ m O (= Q Q = Q _ m U 0 N N -0 0) 1 ca >, _0 L) 0) O Z U N 'o U) 0 0 C) 0 IL SHEET C0.01 6 H G F I E D C B A 6 5 4 3 2 1 H SOUTHWEST PERSPECTIVE SOUTHEAST PERSPECTIVE ZA21-0086 F E D C B A T H ° S J ° NJ.° ° 17 8� °•°° Q� OF 01 NOVEMBER, 2021 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. Revision Schedule Rev. # Revision Description Revision Date 15 4 3 2 W T ARCHITECTS 509 PECAN STREET SUITE 100 FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com SOUTHLAKE SPORTS COMPLEX 2311 CROOKED LANE 2 SOUTHLAKE, TX 76092 01 NOVEMBERER, 202121 ELEVATION 1 PERSPECTIVES A3ml 0 H G F E D C B A 6 5 4 3 2 1 SLATE I OFF-WHITE EAVE HEIGHT 115'-6" T.O. CMU 108'-8" FIN. FLOOR 1 NORTH ELEVATION -INDOOR FIELDS BUILDING 1 4 GREY J 10 H G OF OE D C B A 1211 12„ 3 1/4" 3 1/4" I I I SCALE: 1/16" = 1'-0" 1/ A2.00 GLAZED -GREEN MASONRY TENSIONED FABRIC WALL MASONRY WALL BUILDING SIGNAGE EAVE HEIGHT 115'-6" T.O. CMU 108' - 8" FIN. FLOOR 100, - 0" EAST ELEVATION - INDOOR FIELDS BUILDING 1 3 SCALE: 1/16" = V-0" 11 1/A2.00 ._r_ _ •1 J 1 - J 1 • . T Ili-------------- ---- ---- --I-----------� ��---1--1-- --ro m----- ®ii---------------• 1 i / 11--------------it---i ■-----il--i 1�—il 1--------------il--i--il--I-------il--i 1--il---i----®®----i1--i ■—A--w , 1 • • '#------------------- •--------- mmi i----1-----i 1----®—i---------i ■—fir.—m !�------mm --------li---1------li_--I sill I i--li-i■--i----li®-I--li------ii------1i--1 -P - --il —� — mill —immmim ■ r Ili--------------1--r-1 -1 mmmmI---I -10-®f i--li----i—®—®—®i--li- • mmmmimmm ____ - � i ice, �� s-- �lw-®l s-Iwiw-----®--®-r-- w-� •..� COILING DOOR N HOLLOW -METAL DOOR TENSIONED FABRIC WALL MASONRY WALL SOUTH ELEVATION - INDOOR FIELDS BUILDING 2 SCALE: 1/16" = V-0" 1/ A2.00 A B C OD OE CF TG OH I (J�) 1211 1211 3 1/4" 3 1/4" BUILDING SIGNAGE EAVE HEIGHT 115'-6" T.O. CMU NOT FOR REGULATORY 6 APPROVAL, PERMITTING, OR CONSTRUCTION JIM THARP 03 DECEMBER, 2021 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 5 4 3 2 O W i ARCHITECTS 509 PECAN STREET SUITE 100 FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com SOUTHLAKE SPORTS COMPLEX 108' - 8" "�' 2311 CROOKED LANE 2021-017-00 FIN. FLOOR SOUTHLAKE, TX 76092 03 DECEMBER, 2021 100, - 0" WEST ELEVATION - INDOOR FIELDS BUILDING 1 SCALE: 1/16" = V-0" 1/ A2.00 EXTERIOR ELEVATIONS H ZA21-0086 G F E D C B A A3mOO I:I G F E Is] C B A r9 5 4 3 2 1 SLATE OFF-WHITE GREY GLAZED -GREEN MASONRY FIBER CEMENT SIDING WINDOW FRAME AND GLAZING BRICK OR SPLIT FACE CONCRETE MASONRY CONC. FOUNDATION REF. STRUCT B.O. SOFFIT 112'-0" FIN. FLOOR 100' - 0" PAINTED FIE�o CEMENT OR MEl FAS, NOT FOR REGULATORY 6 APPROVAL, PERMITTING, OR CONSTRUCTION nC2 nC4 C5 JIM THARP 03 DECEMBER, 2021 BRICK OR SPLIT FACE CONCRETE MASONRY uvurC mumu rPV1IVIC, VVIIVUVVV rf[HIVIC MIND REF. SCHEDULE GLAZING AS SCHED. NORTH ELEVATION - CONCESSIONS1 4 SCALE: 1/8" = 1'-0" 1/ A2.01 CA CB CC CD CE CF CG CH CJ PAINTED Flo CEMENT OR MET, FASC WALL SCOW LIGHT FIXTUI PAINTED FIB CEMENT SIDING I METAL PAN CONC. FOUNDATIC REF. STRU "'"'T^� FIBER OR METAL R SPLIT kSON RY EAST ELEVATION - CONCESSIONS 3 SCALE: 1/8" = 1'-0" 1 1/ A2.01 C5 C4 C3 I,, OR SPLIT CONCRETE )NRY DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 5 4 3 SOUTH ELEVATION - CONCESSIONS 2 SCALE: 1/8"=1'-0" 1/A2.01 2 Wi ARCHITECTS CJ CH CG CF CE CD CC CB CA 509 PECAN STREET SUITE 100 FORT WORTH, TX 76102 WAIL SCONCE LIGHT 817.993.9844 PAINTED (FIBER CEMENT FIXTURE. STYLE, OR METAL FASCIA LOCATION, AND QUANTITY www.owtarchitects.com TO E DETERMINED. T.O. ROOF 114'-0" T.O. WALL SOUTH LAKE 112'-0" PAINTED FIBER SPORTS COMPLEX BUILDING CEMENT SIDING OR SIGNAGE o METAL PANEL Ld WINDOW FRAME AND GLAZING AS SCHED. FIN. FLOOR 100, - 0" -CONC. FOUNDATION - REF. STRUCT. WEST ELEVATION - CONCESSIONS 1 SCALE: 1/8" = 1'-0" 1/ A2.01 ZA21-0086 2311 CROOKED LANE 2021-017-00 SOUTHLAKE, TX 76092 03 DECEMBER, 2021 EXTERIOR ELEVATIONS A3mOl H G F I E ❑c C 0 A 6 H G F I E D C B A 6 5 4 3 2 1 H SOUTHWEST PERSPECTIVE SOUTHEAST PERSPECTIVE ZA21-0086 F E D C B A T H ° S J ° NJ.° ° 17ss� °• Q� OF 01 NOVEMBER, 2021 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. Revision Schedule Rev. # Revision Description Revision Date 15 4 3 2 W T ARCHITECTS 509 PECAN STREET SUITE 100 FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com SOUTHLAKE SPORTS COMPLEX 2311 CROOKED LANE 2 SOUTHLAKE, TX 76092 01 NOVEMBERER, 202121 ELEVATION 1 PERSPECTIVES A3ml 0 SUMMARY CHART: SIZE LANDSCAPE REQUIREMENTS ZONING: SP -I(USE IL- INDUSTRIAL UGHF LANDSCAPE REQUIREMENTS) BUILDINGSF. 4 =TOTAL BLDG IINDO0RHRD:,R960SF.REAIL:2240$H REQUIRE INTERIOR 46200X In- 6,93DSF REQUIRED LANDSCAPE AREA LANDSCAPEAREA: LANDSCAPE AREA '%OF AREA IN FRONT/SIDE CANOPY WEB ACCEPT TREES SHRUBS GROUND COVER COLOR REQUIRE: 6,930 SF 5,197SF 14 28 V3 I.GMSF 139SF PROVIDED: 24,629 SF 5,378 SF 14 8 V4 1,077 SF 151 SF SUMMARY CHART: PARKING AREA LANDSCAPE REQUIRE: ONE CANOPY MEE IN EACH PARKING LANDSCAPE ISLAND OR TWO ACCENT TREES IN EACH PARKING LANDSCAPE ISLAND WITH LIGHT POLE PROVIDED: ONE CANOPY MEE IN EACH PARKING LANDSCAPE ISLAND OR TWO ACCENT MEE IN EACH PARKING LANDSCAPE ISLAND WITH LIGHT POLE REQUIRE: 15 SF OF PIANUNG PER PARKING STAFF= D58 SPACES X 15 SO 2,400 SF PROVIDED: 2,571 SF, I FREE PER ISLAND =9TREE LOCATION REQUIRED/ PROVIDED LENGTH WIDTH/TYPE CANOPY WEE ACCENT TREES SHRUBS FENCE/ SCREENING NORM REQUIRED 48.47'-26.00' (DRIVE)=22.4Z' 10'-D 1 1 4 NONE PROVIDE 10'-D 1 0 9 NONE NORM REQUIRED 346.43 19d-F2 14 28 48 PENCE PROVIDE 96-F2 14 0 122 FENCE FAST REQUIRED 432.91'-24.00' )DRIVE)=4BB.91' 10-0 16 20 72 NONE PROVIDE 10 -A 4 0 32 NONE SOUTH REQUIRED 256.38' NONE NONE NONE NONE NONE PROVIDE NONE NONE NONE NONE NONE FAST REQUIRED 150.17 5' -A 1 2 10 NONE PROVIDE 19-A 1 2 10 NONE WEST REQUIRED 457.11' 5-A 5 9 36 NONE PROVIDE 5'-A 5 9 36 NONE FREE MITIGATION REFERENCE TRUE CONSERVATION PLAN IRRIGATION NOTE: ALL LANDSCAPE AREAS NFL RECEIVE 100%HEAD TO HEAD COVERAGE BY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IN COMPLIANCE ABU APPLICABLE CODES AND REGULATIONS. MAINTENANCE NOTE: ME OWNER SHALL BE RESPONSIBLE ER ME CONTINUE MAINTENANCE IN PERPEIUIIY OF ALL LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FEmLILNG, WATERING, WEEDING. KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH LITTEP; WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS 6 APPROPRIATE FOR THE SEASON OF YEAR. ALL IRRIGATION HEADS OR TINES WHICH ARE BROKEN AND ROW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT ME WASTE OF WATER. PLANT SCHEDULE BOTANICAL NAME/ QUANT. SYM. COMMON NAME TREES MIN. MIN. MIN. CONTAINER/ CAL. HEIGHT SPREAD ROOTBALL SPACING REMARKS 19 LI LAGERSTROEMIAINDICAXFAURIEI'NATCHEZ'/ 3" 10, 645 GAL. PER PLAN MULTI -TRUNK, 5 CANE MIN, FULL NATCHEZ CRAPE MYRTLE CANOPY,NIATCHED 14 QS1 QUERCUS SHUMARDII/ 4" 14' 6' 100GAL. PER PLAN SINGLE STRAIGHT TRUNK, SHUMARD OAK FULL CANOPY, MATCHED 11 Q52 QUERCUS SHUMARDII/ 3" 12' 4' 65 GAL. PER PLAN SINGLE STRAIGHT TRUNK, SHUMARD OAK FULL CANOPY, MATCHED 10 QV I QUERCUS VIRGINIANN 4" 14' 6' 100GAL. PER PLAN SINGLE STRAIGHT TRUNK, LIVE OAK FULL CANOPY, MATCHED 13 TD TAXODIUM DISTICUM/ 3" 11' 4' 65 GAL. PER PLAN SINGLE STRAIGHT TRUNK, BALD CYPRESS FULL CANOPY, MATCHED SHRUBS ORNAMENTAL GRASSES /GROUNDCOVERS 125 AG ABELIA X GRANDIFLORA'KALEIDOSCOPE'/ 24' 24" 5GAL. 3WOC KALEIDOSCOPE ABELIA 3,058 EF EUONYMUS FORTUNEI VOLORATUS7 G 12" 4" POTS 12" 0 C. PURPLE WINTERCREEPER IC ILEX CORNUTA'DWARF BURFORD7 36" 24' 7GAL 36"OC 290 DWARF BURFORD HOLLY MC MUHLENBERGIA CAPILLARIS'REGAL MIST/ 24' 24" 5GAL. 36'00 30 REGAL MIST GULF MUHLY MP MYRICA PUSILLN 24" 24" 5GAL. 36'00 29 DWARF WAX MYRTLE NT NASELLATENUISSIMN 19, 12" 1GAL 24"0C 281 MEXICAN FEATHER GRASS SC SEASONAL COLOR 6" 6" 4" POTS 12" O C. SEASONAL, HEAVY W/ BUDS 173 $G SALVIA GREGGI/ 19, 18" 1 GAL PER PLAN 132 AUTUMN SAGE LAWN CYNADON DACTYLON/ SOLID SOD AS DESIGNATED ON PLANS. PROVIDE COMMON BERMUDAGRASS TEMPORARY COVERAGE OF ANNUAL RYE SHOULD THE TEMPERATURE NOT PERMIT COVERAGE OF BERMUDA. ACCESSORIES SYM_ DESCRIPTION COLOR FINISH REMARKS RF 3/16"X4"STEEL EDGING GRAY/METALLIC GALVANIZED COIL MET, 972A943MID \ L=48.47' R-398.15' - — — D=06'58'31 0_0Q� CB=N67'54'41"E /7 CD=48.44' OHO _ �ot�u iJm \ o ' v a o w A O I I \ 77TT V_A 1. _ V/\ F -5-011 TYPE A UFFERYARD III I EXISTING SCREEN WALL TO REMAIN IC 1127 SITE PLAN EF 103 2 POINT OF "� ! BEGINNING I_\\ zj VC 19 I I 1 P 372 -EF III QV —I v 10 I T. 1 1 \L MC J 30 LI 19 m m m SG �V Ayy vv L=119.46' V R-230.00' =29'45'29" \ s-<— WG9.22'9� 346,�� irgarthoffdesign a LLJ r landscape architecture Q Q) o X � ILL. 5646 milton, suite 606 () .2 It Co dallas, texas 75206 O J) a) ED E 214.750.4727 U) 1m 5 m o E Iy, www.garthoffdesign.com (n M 04 m u M 101-01, QSI 882 114 154 TYPE A WOOD FENCE fCE - \ - - - BUEFERYARD r - EF WALK - REF. 1283 CIVIL, TYP. F\ :,. - - A V F -. A I \ k — EXISTING RETAINING WALL TO REMAIN / v / RETAINING WALL - INDOOR FIELD BUILDING /� REF. CIVIL -I- 43,960 S.F. / I Q I , / LAWN, T� P. I CONCESSIONS/RETAIL 2,240 S.F. TURF FIELDS - REF. � CIVIL RETAINING WALL - REF. CIVIL L EXISTING TREE TO REMAIN, TYP. Q a Co C C a0CN + 0) ID o C w X N- 01 LU 0) m C d `, roLU LLI> r C L N —I U 4) co _. 0 + U Rd m f62�Cl) 20Q O > N N l/2 N N N �' CID Z N N X _ Q X Z J 6z z::) zU0 XOgl- `1FFz OpCQ U oQQ`Of m � O?�t X>Y ° W L}L D) t r r _jU XU) LL TD < X O LL 13 U 38- — — — — — — — 5.. 5 8'9'19'W 256 — —_ r_ 54 qq6' I II \ Iv IIIIIIIIIIII V -�' _ - _ v TYP EA ,� --`J �, BUFFERYAR(5 v V II I Coll v ESIC I I�1 \ 173 SG92g -- -xnl 1 I I I 0 101 20 ^ SCALE: 1"= 10'-U' „ ZA21-0086 106 NT 220 Q LU VJ 0 0 N z w N > N Q U a U' Z N a y n r a � d Z SHEET L1.1 m m 0 LL W LL w Of x r x LL w Of ixx LL w m 0 LL w x x N 0 N O (D o� �I p a) w ~I U) a o 0 0 F U vl H w q U) Z N J LL LL w x20 w�0 N U) xOF LL N J w7-Z) ox N O W OO CO �co0N� N Z N co O x < iLL N w 2 N N N X � O O x m N r:N Of LL m12 ww WU) Lu z U) (9 W 1 C9 F- �Xd0a L= 48.47' R=398.15' w W --7� W -D=06°58'31" CB=N67°54'41 "E CD-48.44' CROOKED - - VARIABLE WDTH R: RIGHT-OF-WAY) o - OHU- 10.0' TYPE D BUFF RI AREA WITH 8' HIGH MASONRY SCREEN p p WALL MATCHING THE PRINCIPAL � O BUILDING WITH 8' SOLID METAL GATE - p 15.0' APPROXIMATE LOCATION OF 15' X 60' VEHICULAR AND PEDESTRICAN INGRESS, EGRESS AND ACCESS EASEMENT VOL. 11438, PG. 0694 D.R.T.C.T. LOT 1 LEGENDS AT SOUTHLAKE INST. NO. D215055919 0.P.R.T.C.T. ZONING = SP2 LUD=INDUSTRIAL BEGIN 6" \ CONCRETE \ \ CURB \ m D 00 C Ti m D v / EXISTING FIRE / HYDRANT � yra .01 JOHN E CUNDIFF AND AUTUMN R / CUNDIFF / INST. NO. D213184661 0.P.R.T.C.T. R30' ZONING=SF1-A 'o LUD = LOW DENSITY RESIDENTIAL o. RIGHT-OF-WAY DEDICATION 8' BOARD ON BOARD 0 / CABINET A, PG. 6413 10.0' 10' UTILITY EASEMENT CEDAR FENCE 7 P. CABINET A, PG. 6413 .R.T.C.T. , P.R.T.C.T. N89°22 45 E 346.43 77/ o w " 4 10 20' PROPOSED TH1 1 REE FOOD CONCRETE TRUCK PARKING PAVEMENT SPACES 0 4R30' FIRE VAQLT IRE H4DRPINT 'O.H.D. ENTRANCE/EXIT 10' UTI ITY °EAEMNT I I II . 18.0'�_124 FIR 18.0' 14. ' ° ILIN b li r EX. 18' RCP J ° Lot 1, Block 1 1S MENT I o ° JMDJMD, LLC INST. N0. D220323053 0.P.R.T.C.T. o 3.8663 ACRES „ ; I 168,418 SF °m J I N II • I m 1 I °�E R L[L - - I I ° ° J I ° J ° 77A_ I I ° I � ° CHIRO °J ° BFR I J ° I° %J J II 18 °° I I CHECK -IN OD 1 I J ° o I I II a o I I PIR ED I RETAIL + CONCR TE 1 DOLL IC & CONCESSIONS ° PAVEM�NT 1 IR I IGTATTOR J o ° Co 1 L MEN ' 4 St I A J r- -rj z-� mmo 0 F-9.5' TYPE F2 BUFFERYARD---------I me 7//7/7777//77/7/ / 7/K= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 .0' OR ION OF LO 1, BL CK 1 C RR LL IS N0. 6 ADD TIO CABINET A, PG. 6413 OHUOHU OHU OHU OHU OHU- - - - - 40' BUILDING LINE --------------- ------ R101 tD ILIT EA EME 10 rAnlU 0' IT 1R10' 3 .0' 1 27.0 R30' R30' . CONCRETE I < SIDEWALK 1 m < SLOT DRAIN RETAINING WALL 14-6" RISERS J fJ ° ° ° ° ° • J e °l ° 11 ° J ° O.HD. O.H.D. O.H.D. J ENTRANCE/EXIT ENTRANCE EXITI I I I II o 28 6 281.3' T-L-7 INDOOR FIELD BUILDING 43,960 S.F. 37"-2" HEIGHT 1 STORY BUILDING I �- D 00 FF=641.75 CONCESSION/RETAIL I I I CD 2, 240 S.F. z 14'-0" HEIGHT I I I w t o 1 STORY BUILDING I I X D z FF=641.75 o I o ImI �o 0 Ll ------ ------I o ENTRANCE/EXIT ENTRANCE/EXIT ENTRANCE/EXIT H.D. O H.D. O.H.D. O.H.D. O. D. 1 OPOSE M JLJNE JL/Nj ° J aJ `I 6 � 9-6" RISERS 16' NET 9�6" R SER <°I 16' NET 5 ,\O Pao °. o° G� �`0�P LIGHT FIXTURE C,� P6� (TYP.) I BAT (3 45' X 12' I 12' BAT ING I PROPOSEDI/ cn I CAGE INET I RETAINING .41 I WALLrr _ O OUTDOOR FIELDS I I W ARTIFICIAL TURF 20' (8'/12� COMBO I SECURITY FE�rffCE/NET) rr 0 co 0 m m 20' (8'/12' COMBOI I I I Z I INLET SECURITY FENCE/NET) PROPOSED STORM LW- 15' BUILDING LINE ,19>,---------- ---- 40 - - - T m 10' UTILITY 5.0 UTIL TY ASE ENT C)/ 1 j 1 7 .37 I IxEASEMENT INS N. D2 505 919 O O co I I� I 0. . R.T. . T. o� O' I DRAINA EASEMENT PORTI F POINT F 0 R 67' N I R1 3' m INST. D216064991 - - - - - - - - - - 0.P.R.T.C.T. LOT 4R BEGINNING w 24' ACCESS I � I I Im I \ LEGENDS AT SOUTHLA EASEMENT n ° I I I I _ - _/ ACCESS EASEMENT INST. NO. D21606499 �/� W -I W I w T W// INSTw N0. D216064991� w - - c� 0.P.R.T.C.T. EX. 8" WTR LIN� O.P.R.T.C. ---- --- - I-� - -- - - �.a.$58 ACRE �tiS sOO�'9 W� - - - \ I W A, / 8' F ,yII UTILITY EASEME \ \\ \ I I�T. NO. D216 4991 \ QR 0? �_ ` )- \ R20' N p' \\ \ I� O.P. R.T.C. 9� .° C:) cn \ 1 I 97 ♦REMAINDER OF LOT 4R I �- SITE BENCH ARK 30 SQUARE ELEVATION N LOT 2 LEGE IDS AT SOUTHLAKE INS . NO. D215055919 0.P.R.T.C.T. L=119.46' R=230.00' D=29°45'29" CB=N35°48'48"W \ CD=118.12' ` • 1�Imm ____ . VMIS VVA , • , " m \ \ \ c,A \ I LEGENDS AT SOUTHLAKE £ I o \ I I \\ y 1 INST. NO. D216064991 0.P.R.T.C.T. I I \ ZONING = SP2 o \\I I LUD = INDUSTRIAL I I \ \I\ I I l m \ I\ I I I D \\ D c I I 24.0' CA., EA., UE. & DE. m \ \ I I I INST. NO. D216064991 \ I II 0.P.R.T.C.T. I I O�c06 56g2a�2 o I\\ II I I II I I I I I II I I II I I I CJ v 1 I S89 43'35"W 54.96' I 1 I I I UTILITY EASEMENT INST. NO. D216064991 0.P.R.T.C.T. I I I I OHU OHU OHU WYE INLET R 5' - GATE WITH KNOX LOCK R5' PROPOSED RETAINING - WALL 0.0' UTILITY EASEM CABINET A, PG. 64 P.R.T.C.T. SITE DATA SUMMARY LOT 1 2 EXIS71NG ZONING AG SP2 PROPOSED ZONING SPi SP2 LAND USED DESIGNA71ON LIGHT INDUSTRIAL LIGHT INDUSTRIAL GROSS ACREAGE 3.8663 ac. 0.1858 ac. NET ACREAGE 3.8663 ac. 0.1858 ac. NUMBER OF LOTS 1 1 AREA OF OPEN SPACE 0.4830 ac. 0.1239 ac. AREA OF IMPERVIOUS COVERAGE 3.8663 0.0619 ac. PERCENTAGE OF OPEN SPACE 12.49 66.68 % PERCENTAGE OF IMPERVIOUS COVERAGE 8Z51 33.32% PERCENTAGE OF S17E COVERAGE 2Z43% - BUILDING AREA (BUILDING FOOTPRINT) 46,200 s.f. - INDOOR FIELDS 43,960 - CONCESSION/RETAIL Z240 - NUMBER OF STORIES 1 - MAXIMUM BUILDING HEIGHT 37-2' - FLOOR AREA 46,200 s.f. - REQUIRED PARKING 1/3 PEOPLE 474/3 158 - CAPACITY (PEOPLE) 474 - PARKING SPACES PROVIDED 158 - ACCESSIBLE PARKING SPACES 6 - REQUIRED LOADING SPACES N/A - PROVIDED LOADING SPACES N/A - AREA OF OUTSIDE STORAGE N/A - PERCENTAGE OF OUTSIDE STORAGE N/A - START CONSTRUCTION MONTH/YEAR FEB 2022 FEB 2022 END CONSTRUCTION MON7N/YEAR DEC 2022 DEC 2022 REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC SUMMARY CHART: BUFFERYARDS N W IX S 0 30' 60' GRAPHIC SCALE - I"=30' LEGEND PROPERTY LINE W EXISTING WATER LINE ss EXISTING SEWER LINE GAS EXISTING GAS LINE - - _ _ - - EXISTING STORM LINE PROPOSED WATER LINE PROPOSED SEWER LINE - PROPOSED STORM LINE - - - - 695 - - - ------- -694 - EXISTING CONTOURS 694 PROPOSED CONTOURS ,° " •�� °J° ° CONCRETE SIDEWALK CONCRETE FIRE LANE 22 PARKING COUNT � W 0.8 a N � Q w 6 f° OOD Fo 114 a o F a 0 KNO((S s U B1L4 �; SpU(q 'i' kf B�VO 0 179 WAL L; , a ' z (9 i> O N a O w ¢ V m Y r� P a W moo° SI E 2 o U Z Z 0 U DEAN o-i w z 8 Z� o VICINITY MAP N.T.S. LOCATION/ LENGTH OF BASE LINE: REQUIRED/ LENGTH: BUFFERYARD CANOPY TREES: ACCENT TREES: SHRUBS: FENCE/SCREENING PROVIDED: WIDTH/TYPE: HT. & MATERIAL: NORTH REQUIRED 48.47'- 26.00' (DRIVE)=22.47' 10' - D 1 1 4 NONE PROVIDED 10'- D 1 0 9 NONE NORTH REQUIRED 365.43 10'- F2 14 28 48 FENCE PROVIDED 9'-6" - F2 14 1 0 122 FENCE EAST REQUIRED 432.9l'-24.00' (DRIVE)=408.91' 10'-D 16 20 72 NONE PROVIDED 10' - A 4 0 32 NONE SOUTH REQUIRED 256.38 NONE NONE NONE NONE NONE PROVIDED NONE NONE NONE NONE NONE EAST REQUIRED 150.12 5'- A 1 2 10 NONE PROVIDED 10'-A 1 1 1 2 10 NONE WEST REQUIRED 457.11 5'-A 5 9 36 NONE PROVIDED 5'-A 5 9 36 NONE SUMMARY CHART: INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN FRONT/SIDE CANOPY TREES ACCENT TREES: SHRUBS GROUND COVER COLOR AREA REQUIRED 6,930 SF 5,197 SF 14 28 173 1,040 SF 135 SF PROVIDED 24,629 SF 5,378 SF 14 8 174 1,077 SF 151 SF A: EXISTING TREE CREDITS APPLIED TO REQUIRED: CANOPY ACCENT 1 @ 6" - 12' DBH 1 0 2 @ GREATER THAN 12" 3 0 SITE PLAN MULTI -SPORT FACILITY IN SOUTHLAKE BLOCK 1 & 2, LOT X 4.052 AC. (176,513 S.F.) C.B. McDONALD SURVEY, ABSTRACT No. 1013 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY OF SOUTHILAKE CASE # ZA21-0086 OWNER ARCHITECT JMDJMD, LLC OWTARCHITECT 413 BORDERS CT 509 PECAN STREET, SUITE 100 SOUTHLAKE, TEXAS 76092 FORT WORTH, TEXAS 76102 JOHN DAVIS 817-455-1336 713-600-3600 JOHNMARTINDAVIS@SBCGLOBAL.NET JIM THARP MICHAEL DAVIS 214-869-8116 JTHARP@OWTARCHITECTS.COM 9M ICHAELDAV IS9@GMAT L.COM ENGINEER HART, GAUGLER & ASSOCIATES, INC. 12801 N. CENTRAL EXPWY. SUITE 1400 SURVEY DALLAS, TEXAS 75243 PEISER & MANKIN SURVEYING, LLC 972-239-5111 / 972-239-5055 (FAX) 1604 HART STREET TEXAS REGISTERED ENGINEERING FIRM #F-5053 SOUTHLAKE, TEXAS 76092 JOHN D. BLACKER 817-481-1806 J BLAC KER@ HARTGAU G LE R. COM TIMOTHY R. MANKIN RUTH RANGEL TMANKIN@PEISERSURVEYING.COM RRANGEL@HARTGAUGLER.COM NOVEMBER 1, 2021 d U) Q W � co O U'5� m � `� L r OO n co O0 O LL //�� ! i N U 0)cj)�/ Q LO N ~ N L N + ~ x o Cn C W cu M a� V C w j� c En caW 0 + U Fu Z C) N � .0) r1 V C)f` O \.J � N O to z co �`� � Q 2 - "� I FXgs ��1 % *1y�,�I ..... . ....................i•.. J HN D. BLACKER ' .................................68300� 1�;N' A` �X rn V w � r Lu Z � 0 Z °�z Z J Q i Q XQ�U O c) O O J Q < � mUw� L.L 0 CV LL 06w VJ 0 0�-i= < Q P � J J�� O J D 0 C) LL u- W ULZ U Z J W m N O N Z � m O= w o u� Q 0 2 0 2 p O Z N N � o N > -0 3: ca -0 _0 U a� Cu O Z a) o ) 0 0 U 0 0- SHEET C0.01 U) x LL W Of U) x LL w X m w 0 LL w x 0 N U) z CN 0 & U w 0) w 01 F N O FI o U F W ,It � J q LL N U X wa� Xv� N U) xOF LL N J w7-Z) CD x N �pW OO CO z x < N N W 2 N N N X 1.- O CN O X =) N mW° W (nwZU) qW�-(DF- �XdIa L=48.47' / / / / / \ JOHN CUNDIFF AND AUTUMN R \ - > 4s' 1 \ CUNDIFF \ R=398.15 \ \ \ I \ INST. NO. D213184661 - - -653'- - - - - - �-D=06°58 31 I �6 I \ 0.P.R.T.C.T. w WW W CB=N67°54'41 "E // ) \ j \ ZONING=SF1-A \ - - - - -- 1 / \ I \ LUD = LOW DENSITY RESIDENTIAL \ 652 ✓ COKED D_ 48.44 - _ / IRIG�iT-OF-WAY DEDICATLON 10.0' 10' UTILITY EASEMENT T80 - \ \ J IICABINET A, PG. 6413 \ CABINET A, PG. �413 - - - _ L9_5' TYPE F2 BUFFERYARD _ (A VARIABLE VIADTH T8I2 I P.R.T.C.T. \ P.R.T.C.T. \ N89°22'45"E 3�6.43 / T83 RIGHT -OF -WAS OHU 10.0'PE D BUFF R I \ \ ION OF ��O ® 4' � � � � LO 1, CK 1 - - _ LL ISD N0. ADDITI dN INET A, PG. 4 _ _ o o 0 II I I I I �_ 645 V 646 v Rj T.C.T. (D4 4�'/B ILDING LINE IQ, 644 I��'---------��- - - - - - - - ---- �,� -\ -7-1 15.0' APPRO IMAt LOCATION`90F ° I I - - - - - - s - - - A8, - - - 15' X 60 VEHgULAR AND I ' PEDES RICA INC ESS, EGRES I 41 ?- s- 6' PROPER Y LI E B NDO DED \ I I O U L� A EME T - - - - - AN ACSS/EASEMENT I I \� I \ C BI T A PG. 641 I A rn VC�. 11//438,/ PG. 0694 \ I Iw. I , v --01 �1 v v © I v P4 � 61 2 \ s sR � 46,__ 64,3 \ AR �T25 T26 T2 I � \ T2 45'-- \ e J ° \ -\ \ I \ I I J • J • < `�' J • / j a a J \ \ I 1 \ Fid� O.H.D. O.H.D. I O.H.D. O.H.D. OIf T21 \ \ I \ r \ Q- `- - - - - T56 ----------- -V1RCPEx8\\\\ III I A � I Lu T23 / - �- _1 II x 5 I vv IIII �I I I \ V �� r VA I \ T20 T26 - co %T5 T18T5 o' 1 I I INFIELDUIINS Lot 1, 43,960 CO I II Block 1 43 960 S.F. / EA MENTI T19 \ JMDJtvID, LLC 37" �2" IEI-GIST INST. NO. D22 42305'�3Q I 1 STORY/BUILDING III I 11 1 I I I ti 0.P.R.T.C.T. \\ EF'641.75 III I I I 3.8663 ACRES 1 I I v 168,418 SF T60 - - / / Q I� III \ I I 17 I J I I I CONCESSION/RETAIL / / / / - _ 2,240 S.F. \I I Q 14$-0" HEIGHT/ / I -641; \ I \ 1 STORY BUILDING 15 I I ,J ° \ \ \ FF 641.75/T6 Q / LOT 1 Tl LEGENDS AT SOUTHLAKE 0-T INST. NO. D215055919 6J ° 42� \ 0.P.R.T.C.T. I \ I LUDNI NDUS RIIAL \ I I JIl = - T -I - -/ / I O.H.D. \ V O.H.D. O.H.D/ I / / O.H.D. O. DII I I II T13 I I° J J °/ /�63 J , I A ' J ,' .° ° I I II I J• 1 J n \ / J• I I 1 I 4 J• II T,J. rvl 19 \\II7\ a 1� l -No 63 � JCHIRO 8 V, i D � IIIIIIII II I I I I �I I II �urI' I 63 8\ \ n- 00 I I -\\ VJ IT 8a e/ CHECK -IN r �_// G P� \ � \ \ \ It _m \� i \ T3� \ �.1�'�' / / / J�-- -� ��\ -- --637 I /�T A(3 45'X12` \ \\ \ \ T4 ° 42 AETao � �4 ' 151 ONCESSIONS - 6' 9_ I w E TW8X RI \ _ / I I T4 - _ T69 I I �- - \BEN T35 - - - - - -__ I T 6 II I I A = QT I I I \\ -636. \ II I \ I I I I 1 0 \ WOMEN 37 I \ T 7 I I\ I I I \ \ 11- T45 T49 co 3 T 0 I I I T28\\\\ -632' I T86 PORTI F POINT F / Il LOT 4R BEGINNING LEGENDS AT SOUTHLAK _ - INST. NO. D21606499 \ 5�--630 - - w O.P.R.T.C. �.4Z58 ACR /� s�O�'9 8,M3 F �� \•' - 31' 40 � \ 6 SITE BENCH ARK 1 3 \ SQUARE CUT W/ 'X' ELEVATION = 29.08' v' ® LEGE S�AT_SOL6LAKE \� INS . NO. D215055419, 1 0.P.R.T.C.T. \ 28\ \ L=119.46' R=230.00' -D=29°45'29" CB=N35°48'48"W \ CD=118.12' I 1 E3 \ I �� 10.0' UTILITY EASEMI CABINET A, PG. 64 I P.R.T.C.T. 1 \\ I 646, - \�-- � I \ I I I I I I I I I I II I\ \1 I\W I I ICI I lol I \ �/ ACCESS EASEMENT 114 w r � W i w// INST, N0. D216064991� W D O.P.R.T.C.T. - - EX. 8" WTR LIN� (UTILITY IiASEME \ _ \\ I \I I I IT. N0. ID216 4991 \ I I UTILITY EASEMENT I� 0.P.R,.T.C. . \ I INST. N0. D216064991 N \� \\ I I 0.P.R.T.C.T. o\ \ y I Ocyl I I I REMAINDER OF LOT 4R I I\ 1 y _ \ I �s LEGENDS AT SOUTHLAKE INST. NO. D216064991 I / \ \\ y \I 0.P.R.T.C.T. w N 00 \ ZONING = SP2 / I \ o L c0 c0 \\I I LUD = INDUSTRIAL I I DI I I I� I I I I D M W I 24.0' C A �EA., UE. & DE. 11 o 11 / \ I I I jN3 . NO. D216064991 I\\\\ \ I i i 0.P.R.T.C.T. I I 69��12 o I I I II 11 I��I -------'62� I \ II \\ \ \ I II I I =' �V�1�►BUILDING #_s of vi► I�'/ i '� D •0,.•• �- 5.0 UTIL TY ASE ENT - - INS--. NC. D2 505 919 _ 0. .R.T. .T. REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC TREE CHART T# TYPE DIAMETER T1 PECAN 30" T2 PECAN 24" T3 PECAN 26" T4 PECAN 13" T5 PECAN 18" T6 CREPE MYRTLE T7 CREPE MYRTLE T8 CREPE MYRTLE T9 CREPE MYRTLE T10 CREPE MYRTLE T11 CREPE MYRTLE T12 PECAN 8" T13 HACKBERRY 15" T14 PECAN 16" T15 PECAN 18" T16 PECAN 16" T17 CREPE MYRTLE T18 ELM 12" T19 PECAN 20" T20 PECAN 15" T21 CREPE MYRTLE T22 PECAN 18" T23 CREPE MYRTLE T24 HACKBERRY CL 14" T25 HACKBERRY CL 15"' T26 HACKBERRY CL 15" T27 OAK 18" T28 PECAN 10" T29 PECAN 8" T30 PECAN 12" T31 PECAN 10" T32 HACKBERRY 14" T33 OAK 24" T34 OAK 12" T35 OAK 28" T36 OAKTWIN 36" T37 OAK 18" T38 OAK 12" T39 OAK 18" T40 OAK 12" T41 OAK 18" T42 OAK 14" T43 OAK 18" T44 OAK 15" T45 OAKTWIN 22" T46 OAKTWIN 21" T47 OAK 15" T48 OAK 16" T49 OAKTWIN 20" T50 OAKTWIN 26" T51 OAK 20" T52 OAK 30" T53 OAK 15" T54 OAK 13" T55 OAK 11" T56 OAK 11" T57 OAK 24" T58 OAK 11" T59 OAK CLUSTER 31" T60 OAK 18" T61 CEDAR 14" T62 OAK 11" T63 OAK 13" T64 OAK 13" T65 OAK 13" T66 OAKTWIN 22" T67 OAK 17" T68 OAK 9" T69 OAK 10" T70 OAK 10" T71 COTTONWOOD 18" T72 OAK 9" T73 OAK 10" T74 CEDAR 12" T75 OAK 10" T76 OAK 13" T77 OAK 10" T78 HACKBERRY 10" T79 OAK 8" T80 OAK 12" T81 ELM 12" T82 HACKBERRY 15" T83 HACKBERRY 13" T84 OAK 8" T85 BOIS-D-ARC CLU 23" T86 BOIS-D-ARC CLU 15" T87 OAK 14" T88 OAK 10" T89 OAK 13" T90 HACKBERRY 13" T91 HACKBERRY 16" T92 HACKBERRY 14" T93 HACKBERRY 18" 11 W E S 0 30' 60' GRAPHIC SCALE 30' W � 0.8 V 0 o Of w 00 INWOOD-E_ 14 a o F <0 KNO(�S � U B114 SO�n'l[gke � 1709 1 O �3w� J �Z a Q m O W W SITE o U Z o U DEAN vJ-i w z 6 m VICINITY MAP N.T.S. LEGEND PROPERTY LINE PROTECTED TREE BOUNDARY X X TREE PROTECTION FENCING PROTECTED TREES POSSIBLE PROTECTED TREES REMOVED TREES NOTE: ALL TREES SHOWN ON THE TREE CONSERVATION PLAN ARE TREES WITH A TRUNK DIAMETER OF SIX (6) INCHES OR GREATER. TREE PRESERVATION SUMMARY NET ACREAGE 4.0521 ACREAGE/ W TREES 1.4110 ACREAGE/ W TREES PRESERVED 0.0538 PERCENTAGE TREE COVERAGE 34.83 PERCENTAGE TREE COVERAGE PRESERVED 3.81 TOTAL TREES 93 PROTECTED TREES 1 POSSIBLE PROTECTED TREES 3 TREES REMOVED 89 U) Q W CIO LO Q � O In U00 ( ^L\ r 4- W 11E O n 0 O LL i N U O Q N ~ N O + cw x ~ m O W caH� > W .� m LLI C U) 70 _j Co Lr)�� (� + 0. ��z°N�.D ar r1 V 00 f` \.J O i N 0) z N Q ~ 2 CITY CASE No.: ZA21-0086 a 1y� I •••�• • •••••••••......•••••.•.• ' J HN D. BLACKER •.........••• •........• ; 68300 III°,��':,FG/S T ER�:�•'�`�``�� _ 1 %/ I"� rW coX O Lu ZQ � ZJ OZ� Q�z Q I- X 0 0" O LL�U}mZ I- O OJa< L.L U) 105w� CV<>< Oz::)w �r� VJ �O�Y 0U)_j= Q � Jv J J�� O Q °� .O LL m UL: U N O N z 3: 0 m OW O cn Q c9 2 0 2 p O Z N N O -o >+ _0 z o SHEET C0.02 co 0) N O N 0) O O) O N N F- 0 0 V t` O N LL W x 0 L Q X Q E O O l) N U LL F W W X 1n X Z (n 0_ X (D LL W a2 Xa0 c�0 � d X N F � LLI N X J . Lu M (D N O x<1i0 LL N W 2 N 0) N x N N �LL� Co W Lu LULI � w Z U) qW�-(DF- �Xd0a L=48.47' g=398.15�� W=06'58� 31" �= CB=N67'54'41"E� - �C6=48.44' OHU , 10.0 *,PE D Bu _1 \ yg 15.0' APPROyrIMA LOCATON90F 1 0 -]5' % 601 VEFULAR AND ` 'F PIED ES ICA14 IN ESS, EGRESS AN AC -ESS EASEMENT I. 11438 PG. 0694 \ v! P.R.J.C.T. l LOT 1 LEGENDS AT SOUTHLAKE INST. NO. D215055919 0.P.R.T.C.T. ZONING = SP2 WD=INDUSTRIAL - EX. 18 RCP CC_l EX. 8' SS LINE L 632` W ELINE W � �631- N 630; Ao' PORTI POINT LOT 4R BEGINNING LEGENDS AT SOUTHLA E INST. NO. D21606499 O.P.R.T.C. . �818 8 ACR?e• 8, F 1 91E eENW/1( sou �WT ar a/ zryr / 1 / 1 � \ 1 � 1 / 1 / \ \ OS2 \ 3.92 \\ 10.19 / �- - - - - - - - - - - - - - - - - - - - - - \ - ON OF b5° -saf \ / I Al \\ \ /\ \ \ CAgROL SD N0 6LOCKADDI ON i� \ 6 NET A, PG. �3� 0.19 1 Pi�T.Cfi r; ir. rn\- PROPF1tTY L� TOTS ABANDO[1QED STINT �T EAP63� PCT dJ� \ A} T \ A2 0.94 I % 4 t��.o' I I Lot 1,`B V / II III EA9EMJITI JMDJMD LLC / I \ I INST. NO. K23053 / / II Ill l \ 308 RES \ _ - / / / / / \ \II / / l l /'S / / / / � II; 0� 1�4j`l I\\ � A3 �� I\ \ \ 2.74 l / / \ �,�� /// ��a / III I I I I �4�• 7.11 637y I10.0' UTILITY EASEME -637- v / \ CABIN PTR T.C.T. ✓a�S l mil\ �_-�---638' A @JSa /L71 I I I I I I I \ I �35\ 635' o --634- - - S89'4335W 1 y�..� 5 �s7�j I L /� / / 5.0 U!nY AST T 54 IIQ \ - 3f1T DRAIN @@ASEMENT 82 INS .. 5?9 I l,l I l \ -844•.� 1 II p2160II4991 \ j d, I I I g l l\ /0 �/ ACCESS EASEMENT N T N0C.4991 8' WTWLNETTE%. I I I I I 1 I I I I I \ U41TY EASEM 7 T'IM II UTILITY EASEMENT o, DT.C.. 4991 \ INST. NO. D216064 91 41 O.P.R.T.GT. p N I REMAINDER OF LOT 4R \ b+ LEGENDS AT SOUTHLAKE I £ J� I INST. NO. D216064991 \I 0.P.R.T.C.T. ZONING = SP2 1p• W '\.. WD = INDUSTRIAL /// / 84 0$4 N E CUNCIIFF AN AUTUM 1 I IFF 0 9'f INST. N0. D2131848 \� 65 ` \ 20NING=SF1 _ - - 1 6.61 D =LOW DENSITY DENTIAL 65Z,� -\ ✓ IG T- --WAY G. 641ICA 9.5' TYPE F2 BUFFERYARD CABINET A, PG. 6413 10.0' 1 11LIN EASEMENT P.R.T.O.T. \ INET A..T PG. 4\3 ' / P.R.r.c.r. N89'22'45 E 34¢.43' - - - Ai�500 E • 06 LE DSIDT 7K m ( \\ IN . N0. D21505594 0 5 0.P.R.T.0.T. 24.0' CA.�'EA., UE. & DE. T NO. D216064991 L=230.0' O.P.R.T.C.T. I 4 �D=29'45'29" m \l CB=N35'48'48"W CD\18.12' I ■ �� l II I I E 7.5'X15' UTILITY EASEMEN J II I I f INST. NO. D215055919 1 O.P.R.TC.T. �o I I I I II I I I II I� II I I I I� II E MINDER OF )T 1, BLOCK 1 P ISD No. 6 ADDITION NET A. G. 6413 P.R.TC.T. :DIMING = SP7 LUD = PUBLIC/SEMI PUBLIC I LJ --- ------ rT --- L------- II - - - - II IV UTUW EASEMENT I II II CABINET A PG 6413 P.RT.C.T. W 1 S E 0 60' 120' GRAPHIC SCALE - 1 "=60' LEGEND PROPERTY LINE <�= FLOW DIRECTION A3 DRAINAGE AREA LABEL 2.74 ACREAGE 7.11 FLOW (cfs) DRAINAGE AREA BOUNDARY - - - -585- - - - EXISTING CONTOURS ----584---- 585 PROPOSED CONTOURS 584 DRAINAGE AREA CALCULATIONS - OFFSITE EXISTING CONDITIONS INLET DRAINAGE AREA AREA (AC) RUNOFF COEFF C" TIME OF CONIC (MIN) 1100 (IN/HR.) "Q"100 (C.F.S.) NOTES SIZE TYPE CAPACITY (C.F.S.) OS1 0.0397 0.35 10 9.76 0.14 DRAINS TO - - - OS2 3.9240 0.35 20 7.42 10.19 DRAINS TO - - - OS3 0.1610 0.35 10 9.76 0.55 DRAINS TO - - - OS4 0.9681 0.70 10 9.76 6.61 DRAINS TO - - - 5.0928 17.49 DRAINAGE AREA CALCULATIONS - EXISTING CONDITIONS INLET DRAINAGE AREA AREA (AC) RUNOFF COEFF „C" TIME OF CONC. (MIN) 1100 (IN/HR.) "Q"100 (C.F.S.) NOTES SIZE TYPE CAPACITY (C.F.S.) Al 0.1934 0.35 10 9.76 0.66 DRAINS TO - - - A2 0.9366 0.35 10 9.76 3.20 DRAINS TO - - - A3 2.7364 0.35 20 7.42 7.11 DRAINS TO - - - A4 0.1285 0.80 10 9.76 1.00 DRAINS TO - - - A5 0.0573 0.80 10 9.76 0.45 DRAINS TO - - - 4.05 12.42 Q W co Q� o U> U O x co LL L r 4- �, � E �0,5c000 c(l) ! i co N 0 U Q � N ~ co N L N + 'm Luc X ~ o LJ, O� W � 0 � c > w ~ c U) m W 70 �UU Lo + Q 0.) Z N +� � r1 U 00 f` 10� z N ~ Q CITY CASE No.: ZA21-0086 J2HN D. BLACKER j ......................... 68300 G/S T _ 1 %/ W co �x CD Q W Z� ZZ� Z_ J ��z Z X Q Q 0 Q U LL�U}mZ � 0 0 L.L U) 00(jw CVO< 1 Q O > D Lu U) O 0 < vJ Q 2 � Jv J J�� O �°� 5 LL O U� U N O N Z 0 W 0 g Lu O 0 (n Q Q 2 Q 2 m > Z N N O -o >+ Z N � 03 Uf) N a--. O c� SHEET C2.00 co N N O N 0) O o) O fD F- 0 a 0 V t` O N LL W x 0 LL � X Q E O XN U LL F W W X W x Z � J X LL W a2 XLLO c�0 � d w�U � Q N xoF N LL LU N X J V LU M U N x < N O LL N W 2 N rn N x N N DO W Lu W�wzU) qW�-(DF- �Xd0a 1 L=48.47' �=398.155 W=06'58� 31" �= CB=N67'54'41"E i - �CD=48.44' Al Or1U TE D BU [ \gAg yr o - 1-VI'.101 VEF ULARA AND `bF A'F PEDES ICACREIN ESS, EGRESS AN AC _SS EASEMENT \ In V 11438 PG. 0694 \ \ 7 / 1 / I 1 / \ 1000, / '0001� ' '00,'0000e \\ / 0400, OS4 0.97 6.61 \ / 49' 1 / OS3 0.24 / 84 1 � 0.83 �\ / \ JOHN F CUNgFF AND AUN \ 3.84 \ ' WNDIFF / INST. N0. D.C.T. 8 p \ / ff LUG = LOW DENSITY J&DENT1AL \ 8521 -� - ✓ / IGNABINETWAY DEDICA7I�N 10.0' BI UTILITY EASEMENT �(� g,5' TYPE F2 BUFFERYARD CABINET A, PG. 6413 CABINET A, PG. 413 \ p P.R.T.C.T. \ P.R.T.CT. N89.22'45 E 346.43' - - - - - - - - - - - - - - - - - - - - - - oN.5° ®61 �- - - A4 / Lo LL O L-61F[1I \ 0.04 000 NETD A, G. 4 3� � ae'- 36 A 0 - 49V / 777000 40 L A EME T BI T A PG. 841 2• J I I I I I 1 \ 4 I I I Its- I l5- 64 \ �64 • \ �' co D. ° � - OHD, IH � - EX. 18' RCP .51 ( �� m` 1 '1 G• I I INDOOR FIELD BUILDINGS 4'r4� ✓-. _I 1 Lot 1,��11Block 1 43.960 S.F. / A EME TI UMDUMD LLC 37"-2" HEIGHT INST. N . D22A2305\ 1 1 STORY/BUILDING 42 - 3.8663 ACRES 168,418 SF - CONCESSION/RETAIL/ / AS( 2,240 S.F. 14'-0" HEIGHT 41'- \ 1 STORY BUILDING 51 1 ? FF �41.75 / 4.49 m LEGENDS ATLOT S1OUTNLAKE INST. NO. D215055919 ZONING = SP2 WD=INDUSTRIAL- II�I o.n.o. oNo. A6 0.07 - EX. 18 RCP CCC_CJ EX. 8' SSS LINE L 63 W E�LINE W � - 7 N \ 6`'0; 0 PORTI POINT 0 LOT 4R LEGENDS AT SOi INST. NO. D21E 0 P.R.T.C. --6168 ACI IN�kL,",U' t lo = . !0.84 I , "A14 �\ / 91E BEN W/I \ \ SWARE WT k . 0 Euv4n - ze.oe' / / .95 L 2 B / LIDS/ET'SWTHLAKE IN IN Uplb D 949 P.R.T.C.T..C.T. �j8\ L=119.46' \ �zR=230.00' .D=29'45'29 ,y0 CB=N35'48'48"W 4 1 CD\\.12' � I r 1 A5 0.24 2.14 REMAINDER OF LOT 1, BLOCK 1 CARROLLISD No. 6 ADDITION CABINET A. PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC OS1 0.0' UTILITY EASE CABINET A, -FL:-? P.R.T.C.T. \645� V /1 15 _ .38' _ 89'43 35"W A l ^ A]- 5.0 U.I.TD21505 YSE ENT I� I54�$C' \ 1l" INS . N9191IIIIII-644'4� . G..R.TT. \ \ 1141111, I \ 06499 •71CCE EASEMENT uuI �pN I ' ITY LOT EASEM 7 T'IM T. O.P.f-T.C.. ER 4991 \_ ut I REMAINDOF 4R k LEGENDS AT SWTHLAKE I /� . % INST. NO. 0216064991 ` \I O.P.R.T.C.T. c \ I• ZONING = SP2 WD = INDUSTRIAL s / m a: 11 24.0' CA' EA., LE. & DE. 10'� 0. -1 O.P.R.T.C.T. 064991 O.P.R.T.C.I 4 11 I I E 11 I I f I 7.5'X15' UTILITY EASEMENJ I I I I I INST. NO. D215055919 O.P.R.T.C.T. II I Z ' 6p I � I II I m41 I I I I I 1 �Illili�l�l \ UTILITY EASEMENT INST. NO. D216064991 L I I O.P.R.T.C.T. I I I I I I I �I I I I r---------------------------- -----i F - - - - - - - - - - - - -------1 1- I LJ F --- ------r_t - - - IL - - - - II - - - - - - - II 15' UTUTY EASEMENT I II II CABINET & PG 6413 P.RT.C.T. W 1 S E 0 60' 120' GRAPHIC SCALE - 1 "=60' LEGEND PROPERTY LINE <�= FLOW DIRECTION A5 DRAINAGE AREA LABEL 0.24 ACREAGE 2.14 FLOW (cfs) DRAINAGE AREA BOUNDARY - - - -585- - - - EXISTING CONTOURS ----584---- 585 PROPOSED CONTOURS 584 DRAINAGE AREA CALCULATIONS - OFFSITE PROPOSED CONDITIONS INLET DRAINAGE AREA AREA (AC) RUNOFF COEFF „C„ TIME OF CONC. (MIN) 1100 (IN/HR.) "Q"100 (C.F.S.) NOTES SIZE TYPE CAPACITY (C.F.S.) OS1 0.0368 0.35 10 9.76 0.13 DRAINS TO - - - OS2 3.8418 0.35 20 7.42 9.98 DRAINS TO - - - OS3 0.2433 0.35 10 9.76 0.83 DRAINS TO - - - OS4 0.9681 0.70 10 9.76 6.61 DRAINS TO - - - OS5 0.0030 0.70 10 9.76 0.02 DRAINS TO - - - 5.09 17.57 DRAINAGE AREA CALCULATIONS - PROPOSED CONDITIONS INLET DRAINAGE AREA AREA (AC) RUNOFF COEFF „C" TIME OF CONC. (MIN) 1100 (IN/HR.) "Q"100 (C.F.S.) NOTES SIZE TYPE CAPACITY (C.F.S.) Al 0.0747 0.90 10 9.76 0.66 DRAINS TO - - - A2 0.2099 0.90 10 9.76 1.84 DRAINS TO - - - A3 1.1978 0.90 10 9.76 10.52 DRAINS TO A4 0.0407 0.90 10 9.76 0.36 DRAINS TO - - - A5 0.2438 0.90 10 9.76 2.14 DRAINS TO - - - A6 0.0663 0.90 10 9.76 0.58 DRAINS TO - - - A7 0.0581 0.90 10 9.76 0.51 DRAINS TO - - - A8 0.5113 0.90 10 9.76 4.49 DRAINS TO - - - A9 0.5113 0.90 10 9.76 4.49 DRAINS TO - - - A10 0.8365 0.90 10 9.76 7.35 DRAINS TO All 0.0896 0.90 10 9.76 0.79 DRAINS TO - - - Al2 0.0263 0.90 10 9.76 0.23 DRAINS TO - - - A13 0.0636 0.80 10 9.76 0.50 DRAINS TO - - - A14 0.1222 0.80 10 9.76 0.95 DRAINS TO - - - 4.05 35.41 U) Q W co Q� o U O x U>� m L r � �, LO E U)�,nc000 U�^) i07N U � v! In o"' i C Q N �: ~ N o + �W x ~ 0 O� c W � � > Lu ~ M W �C U) L 70 UU L0 + 0 cy) +� Z N r1 V 00 f` \.J i N00 cn z N Q ~ CITY CASE No.: ZA21-0086 W coQ �X CD Lu Z� ZZ� Z J � �z _ �Q/ _ X Q Q O U LL�U}mZ I- O OJa< L.T. U)mUwO� CVLL�� 0 C-6 D w � O ^0 < - ) [ Q I � J J J�� O v ) 5 LL LL W UL U N O N Z D LU m OLU O cn Q c� 2 0 2 p O Z N N O -0 >+ -0 Z m � 2 03 W (TS O c� SHEET C2.01 M O LL W X W x LL W tY x E U) LL w U) x LL w x m x LL w x N (D rn � o 0 0 F �I � � O F N U F w U) ,It � J q LL x wa� x -ALL N U) x(=,F LL N J W 7- Z) O x Q N (pW00 �M(DNO N Z N 0 x < N LL N W 2 N N N xm%�� LL m W W W�wzU) (�wF(,F �Xd0a L= 48.47' w w R=398.15W _ w W —�'31" / w WW CB=N67`54'41 "E CD=48.44' CROOKED — _ — VARIABLE WDV RIGHT-OF-WAY o OHU� 10.0' TYPE D BUFF R _ — — o �o �o 0 o 15.0' APPROXIMATE LOCATION OF - 15' X 60' VEHICULAR AND PEDESTRICAN INGRESS, EGRESS AND ACCESS EASEMENT VOL. 11438, PG. 0694 D.R.T.C.T. LOT 1 LEGENDS AT SOUTHLAKE INST. NO. D215055919 0.P.R.T.C.T. ZONING = SP2 LUD=INDUSTRIAL I v m D co Tl m m m D m v I I I I I I ��1 .0' I i ////,�� EAS MEN�T W - - - - - - - - - - - - EX. 18' RCP ss EX. 8" S.S. LINE s w E LINES \ h O P0RTI F POINT N / 0 LOT 4R BEGINNING w LEGENDS AT SOUTHLAK INST. NO. D21606499 �/� W — — 0.P.R.T.C. 1_� �.a.$58 ACR r-1 O� — — — - 8, M3 F �Sp O• WV N Op O �Nk�fJ_ \ T SS"9 9� SITE BENCH ARK SQUARE CUT W/ ELEVATION = 29.08' N LOT 2 ® LEGE DS AT SOUTHLAKE INS . NO. D215055919 0.P.R.T.C.T. \ L=119.46' R=230.00' D=29`45'29" CB=N35°48'48"W \ CD=118.12' ` \ / 'yY� JOHN E CUNDIFF AND AUTUMN R / CUNDIFF / INST. NO. D213184661 / O.P.R.T.C.T. ZONING=SF1-A LUD = LOW DENSITY RESIDENTIAL RIGHT-OF-WAY DEDICATION 10.0' 10' UTILITY EASEMENT / CABINET A, PG. 6413 CABINET A, PG. 6413 P.R.r.c.T. P.R.T.C.T. N89°22'45"E 346.43' m r-9.5' TYPE F2 BUFFERYARD LOO 1 ' Il OK I 1 C RR LL IIISID II NO. 6 ADD TIO CABINET A, PG. 6413 P.R.T.C.T. ---- 40' BUI I I I I m m I I I I I ILi JI k 114quill1�1 jF1, O.H.D. O_H.D. O.H_D.O.H.D. O.H.D_° II II ° INDOOR FIELD BUILDING Lot 1, Block 1 43,960 S.F. JMDJMD, LLC 37"-2" HEIGHT INST. NO. D220323053 II I I I I 1 STORY BUILDING 0.P.R.T.C.T. D 3.8663 ACRES FF=641.75 0 0 it I 168,418 SF I CONCESSION/RETAIL I I ° CC) o 2,240 S.F. z 14'-0" HEIGHT I I w I o II 1 STORY BUILDING I X I D z J a l FF=641.75 c� o �D 4L I bLl I O III O.H.D. O.H.D. O.H.D. O.H.D. OJI D. J � J — .I 6 J •i I a J CHIRO I J God �� I J S�?P I II 18 a � deP� I CHECK -IN I J BATIPRU (3 45' X 12' RETAIL + CONCESSIONS I ° 0 rr L--- ca MEN I I C_ I A J I z WOMEN I m W II � I / Iz I STORAGE 15' BUILDING LINE m I Lv T32 T — — — — — I S89°43'35"W 1 tl—I------ — — — — -- 54.96' 7 .37' I IX 5.0 UTIL TY ASE ENT N INS . NC. D2 505 919 ° I I I DRAINA EASEMENT 0. .R.T. .T. � INST. D216064991 _ I I II I 0.P.R.T.C.T. I I � II I _ _ _ _ _ _� ACCESS EASEMENT \ -7 I— I T / INST NO. D216064991t v w 0.P.R.T.C.T. EX. 8" WTR LINE \ / I \ \\ \ III UTILITY EASEME \\ UTILITY EASEMENT I o \�\ \\ Ifs T. NO. D216 4991 N I� O.P. R.T.C. \ I INST. NO. 216064991 0..R C. p \ W REMAINDER OF LOT 4R LEGENDS AT SOUTHLAKE I £ I \ I I INST. NO. D216064991 o \ \\ y I 0.P.R.T.C.T. o ZONING = SP2 \ \\I I LUD = INDUSTRIAL I I I ♦. m D D c I I 24.0 CA., EA., UE. & DE. Ti m \ \ I I I INST. NO. D216064991 69 0�, D \ I\ I I O.P.R.T.C.T. I I I I I£ I I I I II I I I I I II I I rn N Ci rr 41 C4 N (o i ------_ _----/ — — -------------------------------- Cc �1 m D C Ti m m D 0.0' UTILITY EASEM CABINET A, PG. 64 P.R.T.C.T. REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC 0 T W E S 0 30' 60' GRAPHIC SCALE - 1" 30' PROPOSED STORM DRAIN - - - - - - - - - EXISTING STORM DRAIN • PRIVATE STORM WILL BE INSPECTED BY BUILDING INSPECTIONS WARNING!!! '4 � EXISTING FRANCHISE 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 FRANCHISE 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. U) Q W co QLO a) o U O x U>� � L r LO E �COooLE iCIO N U C7) - LO 0 L c Q N ~ N o + cw x ~ .0 W ��V � a) W • � (B LLI C U) 70 0 + U m rn ��z°N�.� r1 V 00 f` i N CY) Z N Q ~ CITY CASE No.: ZA21-0086 ..... . ..................... J HN D. BLACKER .......... ................................. 68300 � 1� ,% A` coX LLI CD Lu Z Z Z ��z Z J _ Q XQ0"(-) O �Q/ LL�U}mZ I— O OJa< U) mUw Q O Z�::)LLj CVO> < �r� VJ �O�< 0U�= Q � J J�� O J 0 C) LL 2i LL m , UL: U N 0 N z 3: 10� m OW O cn Q (� 2 0 2 p O Z N N -o m >. � ca _0 o z o c� SHEET C2.02 L= 48.47' w R=398.15W W -�'31„ _�� w WW CB=N67`54'41 CD=48.44' CROOKED - \ _ - VARIABLE WDV \ - _ RIGHT -OF -WAS o d- � 10.0' PE D BUFF R CD 15.0' APPRO IMAt LOCATION`90F ° - - - 15' X 60 VEHgULAR AND I PEDES RICH INGRESS, EGRES AND, AC SS/EASEMENT I co - - - - \ -rn At 11//438,/ PG. 0694 \ --I- J - r _ - T\ II B a M 0 LL W m x w x x LL W X x LL W U) x LL w m 0 LL W x N (D o Qrn o p 0 ¢ 01 � N 0 0 FI M U F W ,It � J q LL x wa� x N U) X � F LL N J W7-Z) CD x O_ N �pW 00r- �MC�NN �NZcv o x < N N W 2 N N N x =)9 � LL m W W W�wzU) gw�-0E- �Xd0a w E TW8X RI Ijl 7 I _632' __ ------_ _-- - - \ ) _ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I \ ION OF �� ® \ \ I ( I vv LO 1, CK 1 - `v I \ \ \ LL ISD N0. ADD TI61 00 \ II I II \ lNET A, PG. 4� 48'_ , ro 6456P=R.�� _GR� 4�'�B ILDING LINE coo 4 I -------------------�------- - \ -7� I -^� bb \ I I sc �6 PR PER Y LINE E B NDO DED \ r - - - 1-0 _U LET A EME T © / \ C BI T A PG. 641 I b, \6S � 1/ / I\ j642 I \ v S s �6 �' 6N �I V I s A \ 64 v �- �� I� so v s IA I I r v v� v 3 � v BAR �N-4 5'- - \ C-V \ \ O }J 6! ° \ FflC' \ O"H D. O.H.D. \ O.H.D. I O.H.D. O.H.D. J \ \ I ° - - - - 0) -2 10 p p b JOHN't CUNDIFF AND AUTUMN R \ \ CUNDIFF \ , \ INST. NO. D213184661 \ I �Q 0.P.R.T.C.T. \ - ZONING=SF1-A - - 1 I \ LUD = LOW DENSITY RESIDENTIAL \ TRIG .T-OF-WAY DEDICATLON l(CABINET A, PG. 6413 10.0' 10' UTILITY i�ASEMENT \ CABINET A, PG. k413 I P.R. T.C.T. \ P.R.T.C.T. \ N89°22'45"E 3466.43 \ / I - � _ e 6' 648 1 , , I 6507 / i 653'------✓ 652Y - - - - - - L9_5' TYPE F2 BUFFERYARD - \-- � I\ \ I I I I I I I I I I II I\ \1 LOT 4R �, s33 / Ih-I/o.P..T/ .r: - �� `��- \\-� �� II 1 I III I \ BEGINNING w w I ,I // - I \- \ 1 04 I I \ LEGENDS AT SOUTHLAK _ _ _ �- �� ACCESS EASEMENT I N I I I I I I INST. N0. D21606499 \ -w W 1� I W T w//sTw N0. D21606499t W 0.P.R.T.C.T. EX. 8" WTR LINE \ I I - - 0.P.R.T.C. �q �\ �� - -- M r��-L �.4Z58 ACR /,�, 6�. F,9 9'� wv �- - -632 c0 1 I I I / / \ I I \ 8,�3 F �� '�� / \ \\\ N �� \f� I I III UTILITY IiASEME \\ \ I UTILITY EASEMENT N 0 9� % \ o \\ I \I I 14� . NO. ID216 4991 \ . ?�� \ \ \ \ \ 637 N O J\ \\�\�+ \ I� 0.P.R,.T.C. \ I INST. NO. D216064991 I ` I 0.P.R.T.C.T. \y, v I 2g,\ • . ss49 \ C ° \ 0- I \I \\`' V I REMAINDER OF LOT 4R I SITE BENCH ARK \ 1 \3 \ \\ 6 J� I I\� \ �A \ I �r'�. I LEGENDS A D2 6064991E SQUARE CUT W/ X' J� \ �O W I I \ / ELEVATIt9N = 29.08' / 0.P.R.T.C.T. 'olo w r.> N N \ ZONING = SP2 / I o C0 (D (0 \\I I LUD = INDUSTRIAL I I I \ \ OT �W2 LEGE S' / I ® INS N0. D215055412 I D I I I I I D O.P.R.T.C.T. \ °C° d� 'a? I 24.0C;A �EA., UE. & DE. \ M o � `� `J / \ I I I jN3 . NO. D216064991 0.P.R.T.C.T. L=119.46' 6g D R=230.00' 2 'D=29.45'29" CB=N35.48'48"W 1 \\ I I I I I I CD \118.12 1I � i I \ ® \ � v v\ v I \\ I II I I LLI (0 J° \ \1 o I I I I ° J I \ INDOOR FIELD BUILDINGS / - - ° Lot 1,1 Block 1 43,960 S.F. - I-\ / EA -MENTI ° ",J ° \ JMDA-p, LLC 37"-2" KfGHT INST. NO. D22 423053 I 1 STORY"BUILDING I I I I I I ti 0.P.R.T.C.T. \\ FF=641.75 3.8663 ACRES II I J I ) 168,418 SF 9 - - -I - CONCESSION/RETAIL 2,240 S.F. I / / / \ / m \ 14'-0" HEIGHT I ,641', _ / I ' W /I \ \ II I\ I I \ I 3 \ 1 STORY BUILDING / \ I I � \ / I / I x l N FF,641.75 I I I III O.H.D.\ / O.H.D/ O/I co LAJ LAJ r AJ ° iJ ,J J ° J PJ J ° ° I ` I 1 I ° J ° -Ti I I I I / dz �� I �j 637 - o� LPG 3 -I 19 I CHECK -IN r // G P 7 y\\ \\ I 10.0' UTILITY EASEMI - CABINET A, PG. 64 J�----� �\ -637\ � ��s aex�2` \ \ \ I P.R.T.C.T. I RETAIL + 646, _ \ I'a(q I\ oSIO CESNs -- \\ co \ I I C I LI ° .I V�IEN A � ,636' \ I I \ I I I II °° �FETTMI 37 II \III I � \ \ \ WOMEN \ ✓ I \ \ I\ I (01 t�0 W` \� 636- - - IZ STORAGE - 63j'- - - / I 3 I I 636 6 g / L1!T_B_UILDING L)NE- - ^ / -634' - I I 635 / - \ - I 636 I 3g I 35 635 631' - // 6 2 6 _ -- - - '19"W - - - - - - - T = _ _ �34589 43�35"W \ _ 63 - I \ - O \ \ O' I o) DRAIN ASEM@NT PORT( F POINT N IV,I INST: 2rA 1606499 j - 5.0 UTIL Ty ASE ENT - - INS--. N . D2 505 919 _ 0. .R.T. T. REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC I W E S 0 30' 60' GRAPHIC SCALE - 1" 30' LEGEND PROPERTY LINE <= FLOW DIRECTION - - - -600- - - - ----601---- EXISTING CONTOURS 600 PROPOSED CONTOURS 601 R R HIGH POINT x 621.42 TOP OF PAVEMENT OR TIP PROPOSED GRADE 622.19 TS TOP OF SIDEWALK 62219 ME MATCH EXISTING ELEVATION NOTES: 1. CONTRACTOR TO ENSURE SIDEWALKS DRAIN AWAY FROM BUILDING. 2. SIDEWALK TO HAVE A MAX. 5% GRADE AND 2% CROSS SLOPE. 3. THE CONTRACTOR MUST REFER TO CITY OF SOUTHLAKE ENGINEERING DEPARTMENT SUPPLEMENTAL DESIGN STANDARDS. 4. PROPOSED GRADES SHALL MATCH EXISTING GRADES AT PROPERTY LINE. 5. THE MAXIMUM SLOPE OF GRASSED OR OTHERWISE VEGETATED AREAS MUST BE 4:1. 6. CONTRACTOR MUST COORDINATE WITH ARCHITECTURAL, MEP, LANDSCAPE, AND IRRIGATION PLANS. 7. COORDINATE FINAL GRADES WITH LANDSCAPE PLAN. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. U) Q W co LO Q � O U `� L r � 0 LO E ��ooLE iN U cp - LO 0') L C Q N ~ N o+ cm x ~ M'6) W Lu • m LLI c J U a� cv o + U Lq a) Z"zC)N.( r1 V Fm 00 f` i N m cn z N Q ~ CITY CASE No.: ZA21-0086 1 79H N D. BLACKER ........... ........... �68300 : gyp: ;'�� I� �` S ..... ERNG��r� rn V W coX CD W z� zZ� Z J °�z Q _ XQ0U �QO I- O U}mZ OJQ< L.L U) 10 (V < w > � < OZ 7 06 LL �::)LLj Cn�oUo= �0 � J J J�� O v Q ) � LL LL O U� U N 0 N Z 3: 0 m OW O ¢ 2 2 O Z N N O -0 >. _0 Z 2 ca o SHEET C3.00 C cc cc U- w En x x U- w x E N O N d) O Cn of ~I 0 Cl- 0 vl 0 x U- w x � c U x U- w x � o v x U Of U) a 0) a x wad 0 =tea o�o� x F �LLNJ w r_ 7 C) x N W O co U' N z O x of N U- wxN N x�`% m2 W U IL Z �XOao STA: 5+24.37 WATER LINE A INSTALL: STALL: 1-8"x8" TEE 1-8" GATE VALVE CONNECT TO EXISTING 8" WATER LINE CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING WATER LINE. _ w R=398.15W -�'31" / w ww CB=N67`54'41 "E CD=48.44' CROOKED - _ - - VARIABLE W�V - RIGHT-OF-WAY) O OHU� OHU- O U_ 10.0' TYPE D BUFF R - - o o _o 15.0' APPROXIMATE LOCATION OF 15' X 60' VEHICULAR AND PEDESTRICAN INGRESS, EGRESS AND ACCESS EASEMENT VOL. 11438, PG. 0694 D.R.T.C.T. ----------- EX. 18" RI STA: 3+42.83 WATER LINE A INSTALL: 1-8"x6" TEE VALVE 1-6" GATE VALVE 6" BACKFLOW DEVICE VAULT PER CITY OF SOUTHLAKE STANDARDS STA: 3+37.83 WATER LINE A INSTALL: 1-8"x6" TEE VALVE 1-8" GATE VALVE 1-6" GATE VALVE 12 LF OF 6" FIRE LINE 1-FIRE HYDRANT ASSEMBLY PER CITY OF SOUTHLAKE STANDARDS MINIMUM 3' FROM BACK OF CURB LOT 1 LEGENDS AT SOUTHLAKE INST. NO. D215055919 0.P.R.T.C.T. ZONING = SP2 LUD=INDUSTRIAL STA: 1+04.10 WATER LINE A INSTALL: STALL: 1-2" WATER SERVICE TAP 1-2" IRRIGATION METER BOX PER CITY OF SOUTHLAKE STANDARDS. WITH BACKFLOW DEVICE STA: 0+94.10 WATER LINE A INSTALL: 1-2" WATER SERVICE TAP XX LF 2" WATER LINE AFTER METER 1-2" DOMESTIC METER BOX OUT OF PAVEMENT D-1730-18-BDSM PER CITY OF SOUTHLAKE STANDARDS. WITH BACKFLOW DEVICE REMOVE EXISTING PLUG AND CONNECT TO EX. 8" SS LINE CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION EX. FL 8"=625.25 / yy �Y w / STA: 4+99.49 WATER LINE A INSTALL: DEFLECT JOINT JOHN E CUNDIFF AND AUTUMN R CUNDIFF STA: 4+88.15 WATER LINE A INST. NO. D213184661 >� INSTALL: 0.P.R.T.C.T. 1-8" 22 J° BEND ZONING=SF1-A o LUD = LOW DENSITY RESIDENTIAL Z RIGHT-OF-WAY DEDICATION 10.0' 10' UTILITY EASEMENT / (p CABINET A, PG. 6413 P.R.r.c.T. CABINET A, PG. 6413 P.R.T.C.T. N89.22'45"E 346.43' II GATE WITH KNOX LOC-OHU-OHU-_oHU. VIF �a_ Co I I p D o 1I �r- z o I I I p I I J ° ° O.H.D. O< 9 J J gJ �J °J I F -O.H.D. - ' IRE LIN ° J v 11 ' I I J I o 1 I \\� 1 .0, I I � II ° Lot 1, Block 1 EAS MENT JMDJMD, LLC II INST. NO. D220323053 I °I; I 0.P.R.T.C.T. 3.8663 ACRES I it I 168,418 SF J I I loo STA: 3+37.83 WATER LINE A INSTALL: 1-8"x6" TEE VALVE 1-6" GATE VALVE 17 LF OF 6" FIRE LINE _ _ _ _ - -- 1-FIRE -- / 1-FIRE HYDRANT ASSEMBLY PER CITY EX. 18 RCP OF SOUTHLAKE STANDARDS Ss s EX. 8" S.S. LINE W E LINES \ W ED I II � III -EXISTING POWER LIK TO BE RELOCATED CONTRACTOR TO COORDINATE WITH ^` POWER COMPANY 0 9.5' TYPE F2 BUFFERYARD LOOR TI B L� OK I 1 R LL IIISD II N0. 6 ADD TIO CABINET A, PG. 6413 -OHU-P-R�Ot1�-OHU OHU OHU OHU - - - - 40' BUILDING - - - - - - F - I I I 03 - O.H.D. O.H.D_ J I I II x o ° INDOOR FIELD BUILDING 43,960 S.F. 37"-2" HEIGHT I 1 STORY BUILDING �- D FF=641.75 � CONCESSION/RETAIL I I W_ o 2,240 S.F. z 14'-0" HEIGHT I I w I o 1 STORY BUILDING I y X D z FF=641.75 I m I 6 a, rn �o CnI I I p O.H.D. O.H.D. O. D. T. p I O.H.D. O.H.D. N I ° 1 I - ° ° J ° I a J ° '� J ° p I CHIRO D J m I r I J ° OJ I m 118 CHECK -IN ° _m m tD J � < I po I o D p I I � I CONCRETESSIONS ° J° � II o " 4 . -WADE E MEN END 6" SSWR & INSTALL DOUBLE I 0 DR _ A J CLEANOUT + AT R L IJ FL 6" OUT= 637.25 Z OM. REFER TO MEP PLANS FOR D J WOMEN CONTINUATION h 0 / O --� p) Q). CLIPS 200 P C it I I OR 26 I e PORTI F POINT N / LOT 4R BEGINNING w LEGENDS AT SOUTHLA'' INST. NO. D21606499 �/� W - - 0.P.R.T.C. . ___�.4Z58 ACR STA: X+XX.XX WATER LINE A ' • ��/ 'Y WV INSTALL: �'9 1-8"x8" TEE �� ?,r �\ \ 1-8" GATE VALVE •C; !y CONNECT TO EXISTING 8" WATER LINE I' ss99� ° CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION SITE BENCH ARK OF EXISTING WATER LINE. SQUARE CUT W/ 'x' ELEVATION = 29.08' ti LOT 2 ® LEGE DS AT SOUTHLAKE INS NO. D215055919 0.P.R.T.C.T. \ n L=119.46' R=230.00' D=29.45'29" - CB=N35°48'48"W \ CD=118.12' ` \ 1 INSTALL: 1-CITY OF SOUTHLAKE 5' DROP MH STORAGE RIM= - FL 6" IN= 632.00 _ FL 8" OUT= 626.65 15' BUILDING LINE film I------ - --- - - 7 37 I Ix 5.0 UTIL Ty ASE ENT N INS--. N . D2 505 919 I I I I DRAINA EASEMENT 0. .R.T. .T. �1 INST. D216064991 IIn I 0.P.R.T.C.T. _ I � _ ACCESS EASEMENT o I- I T / INST. NO. D216064991w \ _ _ w w w w w 0.P.R.T.C.T. EX. 8" WTR LINE CD_-- ®�\--- --� - -- - - \. N \\ \ III UTILITY EASEME \\ p \\ \ IiT. NO. D216 4991 N o \ \ I� O.P. R.T.C. :� \ \• V " m \ \ �A \ I REMAINDER OF LOT 4R LEGENDS AT SOUTHLAKE I £ \ I INST. NO. D216064991 1 o \\ \\ y I 0.P.R.T.C.T. o I ZONING = SP2 LUD = INDUSTRIAL \ \\I m I I D D \\ c I I 24.0CA., EA., UE. & DE. m \ \ I I I INST. NO. D216064991 0.P.R.T.C.T. 56gr bb o Imo\ I I I II I I II 1 I1 I I 1 1 I 0 I I c c- Ic 1 6 Z rr 11 I Qm W I / m m IZCJ I I m 0 S89 43'35"W 54.96' I I I I UTILITY EASEMENT INST. NO. D216064991 0.P.R.T.C.T. I I I I m N U..�n m••� 41 c�I N co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OHU OHU OHU TE WITH KNOX �1 m m D 00 c m m m D 0.0' UTILITY EASEM CABINET A, PG. 64 P.R.T.C.T. REMAINDER OF LOT 1, BLOCK 1 CARROLL ISD NO. 6 ADDITION CABINET A, PG. 6413 P.R.T.C.T. ZONING = SP1 LUD = PUBLIC/SEMI PUBLIC 0 S 0 30' 60' GRAPHIC SCALE - 1" 30' LEGEND PROPOSED WATER LINE w EXISTING WATER LINE PROPOSED SANITARY SEWER LINE ss EXISTING SANITARY SEWER LINE UGE EXISTING UNDERGROUND ELECTRIC UeT EXISTING UNDERGROUND TELEPHONE GAS EXISTING UNDERGROUND GAS PROPOSED SANITARY SEWER MANHOLE PROPOSED BACKFLOW PREVENTER PROPOSED WATER METER EXISTING WATER METER PROPOSED VALVE EXISTING VALVE ♦ PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT NOTES 1. ANY WATER OR SANITARY SEWER SERVICE LOCATED OUTSIDE OF A STREET, ALLEY OR EASEMENT SHALL BE INSTALLED BY A PLUMBER AND BE INSPECTED BY BUILDING INSPECTIONS. 2. FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR 3. PROVIDE WATER STOP 5 FEET FROM BUILDING ON ALL UTILITY CONNECTIONS GOING INTO BUILDING 4. MINIMUM WATER MAIN COVER MEASURED FROM BOTTOM OF PAVEMENT: 6" - 54" 8" - 60" 12" - 72 CAUTION GAS LINE IN VICINITY ►11WMA c EXISTING FRANCHISE 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 FRANCHISE 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. U) Q W � LO 1 U O X LL U� ,I- CD LID E 0 0 m 0 U) U)N-00 O U C) Qa(1)i3r,-N�a) L Cn + CW o X� W (BHA �Cn w >�' �MW JUaa))M� (�+U a� 00 Z NZC)N �.0) m _� r r 1 U CO I` N 00c� z �� aXi CITY CASE No.: ZA21-0086 J HN D. BLACKER / ................................. � O •' Q7 MX W 0 W Z� Z0 ZJ °�z Z 0 Q Q LL�U}00Z XQ�U O OJa< 'a L.L O z CVO>< nx T_ ::) W ♦♦� VJ � 0 -ju�_ < Q � J J�� O Jv D �u ILL Q �O LL m } UU N N N z 0co = w o (n Q Q 2 Q 2 m > Z N N T N (A -0 ?: O - _0 U N � O z a)(0 0 U) 0 0 U 0 d SHEET C4.00 Southlake Multi Sport Facility Southlake,TX Lighting System Pole ID Pole Height Mtg Height Fixture Qty Luminaire Type Load Circuit MI-M2 60' 60' 2 TLC-LED-1200 2.34 kW A 60' 1 TLC-LED-900 0.89 kW A M3-M4 50' 50' 1 TLC-LED-1200 1.17 kW A 50' 1 TLC-LED-600 0.58 kW A 40' 1 TLC-LED-400 0.40 kW B P1 40' 40' 1 3 TLC-LED-600 1.74 kW A 5 700177 15 12.50 kW Circuit Summary Circuit Description I Load Fixture Clty A Soccer 11.7 kW 13 B Area lighting 0.8 kW 2 Fixture Type Summary 0 Type TLC-LED-400 LED Source 5700K - 75 CRI 40OW Lumens 46,500 L90 >120,000 1 L80 >120,000 1 >120,000 1 Quantity 2 TLC-LED-900 LED 5700K - 75 CRI 890W 89,600 >120,000 >120,000 >120,000 2 TLC-LED-1200 LED 5700K - 75 CRI 1170W 136,000 >120,000 >120,000 >120,000 6 TLC-LED-600 LED 5700K - 75 CRI 580W 65,600 >120,000 >120,000 >120,000 5 Light Level Summary Grid Name Calculation Metric Illumination Circuits Fixture Qty Ave Min Max Max/Min Ave/Min 150ft Spill Line Horizontal Illuminance 0 0 0.01 0.00 A,B 15 150ft Spill Line Max Candela Metric 134 0 1377 0.00 A,B 15 150ft Spill Line Max Vertical Illuminance Metric 0 0 0.02 0.00 A,B 15 Blanket Grid Horizontal 4.50 0 64 0.00 A,B 15 Blanket Grid Max Vert Illuminance (by Light Bank) 5.44 0 84 0.00 A,B 15 Property Line Spill Horizontal 0.60 0 4.77 0.00 A,B 15 Property Line Spill Max Candela (by Fixture) 1790 0 7885 0.00 A,B 15 Property Line Spill Max Vertical Illuminance Metric 0.71 0 4.87 0.00 A,B 15 Soccer Fields Horizontal Illuminance 50.6 36 63 1.74 1.40 A 13 From Hometown to Professional OICCO mus We Make It Happen® Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Addison Ardolino • File #215264G • 23-Nov-21 Sports Lighting, LLC.©1981,2021 Musco Sports Lighting, LLC. .• Pole Luminaires OTY LOCATION SIZE GRADE MOUNTING LUMINAIRE CITY THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 2 M1-M2 60' - 60' TLC-LED-1200 2 2 0 60' TLC-LED-900 1 1 0 2 M3-M4 50' 50' TLC-LED-600 1 1 0 40' TLC-LED-400 1 0 1 50, TLC-LED-1200 1 1 0 1 P1 40' - 40' TLC-LED-600 3 3 0 5 TOTALS 15 13 2 C C S88-59'19"W 75.3T' flpxgc; NCRETE MONU ENT Pxgo; ri10NUMENT 97' 49 �57 6olf �54 61 641.75 -------------------------------------------------------------------- ,55 +46 ,63 a52 I.•` 445 59 63 44 — +44 H61 � /lMM/ K.J 56 61 ii 4E 37 441 M4; \pxgc;112" OCIRF i'H r p \ O )It SCALE IN FEET 1 :40 0' 40' 80, ENGINEERED DESIGN By: Addison Ardolino • File #215264G 23-Nov-21 ,54 448 �53 �51 9 56 60 {5 9 58 60 44 7 �52 58 44 448 56 61 43 ,37 41 40 36 107 M2 a 1� 07' M3 S89°43'35"W r,.—NG 54.96' MONUMENT Southlake Multi Sport Facility Southlake,TX LEI :1 Ll.'ia Ji 11�1 IG1 Y' Name: Soccer Fields Size: 155' x 130' Spacing: 20.0' x 20.0' Height: 3.0' above grade MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Guaranteed Average: 50 Scan Average: 50.56 Maximum: 63 Minimum: 36 Avg / Min: 1.39 Guaranteed Max/ Min: Max/ Min: 1.74 UG (adjacent pts): 1.54 CU: 0.73 No. of Points: 48 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 13 Total Load: 11.7 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 0000 MU r Pole location(s) +dimensions are relative to 0,0 reference point(s) We Make It Happen® Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC. .• Pole Luminaires OTY LOCATION SIZE GRADE MOUNTING LUMINAIRE CITY THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 2 M1-M2 60' - 60' TLC-LED-1200 2 2 0 60' TLC-LED-900 1 1 0 2 M3-M4 50' 50' TLC-LED-600 1 1 0 40' TLC-LED-400 1 1 0 50, TLC-LED-1200 1 1 0 1 P1 40' - 40' TLC-LED-600 3 3 0 5 1 5 15 0 .0 x 0.0 0 .0 0 b.o O. O. 0�, NCF ONU ENT xgc; ')NUMENT A 01 641.75 .....................................--------------------------------------------- .......................................... '-------------------------------------------------------- °..........................ilk . a •0 0 IRF 0.0 D.0 > qa Jf 0.0 .0 \ 0.0 N N (n O O O � � A nr SCALE IN FEET 1 :40 0' 40' 80' ENGINEERED DESIGN By: Addison Ardolino • File #215264G • 23-Nov-21 M,� F7 0 637;0 _P1 4E M3 \pxgc;3/4" S89°43'35"W IPF \pxgc;CONTROLLING 54.96' MONUMENT I Southlake Multi Sport Facility Southlake,TX Y r Name: Property Line Spill Spacing: 20.0' Height: 5.0' above grade 141L1LAiIl►1_NIM0&1111 IT, IAALIIf,, HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 0.5986 Maximum: 4.77 Minimum: 0.00 No. of Points: 63 LUMINAIRE INFORMATION Applied Circuits: A, B No. of Luminaires: 15 Total Load: 12.5 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 00:0 mu- r Pole location(s) +dimensions are relative to 0,0 reference point(s) We Make It Happen® Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC. .• Pole Luminaires OTY LOCATION SIZE GRADE MOUNTING LUMINAIRE CITY THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 2 M1-M2 60' - 60' TLC-LED-1200 2 2 0 60' TLC-LED-900 1 1 0 2 M3-M4 50' 50' TLC-LED-600 1 1 0 40' TLC-LED-400 1 1 0 50, TLC-LED-1200 1 1 0 1 P1 40' - 40' TLC-LED-600 3 3 0 5 1 5 15 0 .0 x 0.0 0 .0 0 b.o O. O. 0�, NCF ONU ENT xgc; ')NUMENT A 01 641.75 .....................................--------------------------------------------- .......................................... '-------------------------------------------------------- °..........................ilk . a •0 0 IRF 0.0 D.0 > qa Jf 0.0 .0 \ 0.0 N N (n � O O C2 A nr SCALE IN FEET 1 :40 0' 40' 80' ENGINEERED DESIGN By: Addison Ardolino • File #215264G • 23-Nov-21 M,� F7 0 63710 4E M3 \pxgc;3/4" S89°43'35"W IPF \pxgc;CONTROLLING 54.96' MONUMENT I Southlake Multi Sport Facility Southlake,TX Y r Name: Property Line Spill Spacing: 20.0' Height: 5.0' above grade �14 1 L11 LTI I ILI Y-IN IM 0&191 IT, IAAY_ W, MAX VERTICAL FOOTCANDLES Entire Grid Scan Average: 0.7063 Maximum: 4.87 Minimum: 0.00 No. of Points: 63 LUMINAIRE INFORMATION Applied Circuits: A, B No. of Luminaires: 15 Total Load: 12.5 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 00:0 mus Pole locations) dimensions are relative 5 to 0,0 reference point(s) We Make It Happen® Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, I.I.C. .• Pole Luminaires OTY LOCATION SIZE GRADE MOUNTING LUMINAIRE CITY THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 2 M1-M2 60' - 60' TLC-LED-1200 2 2 0 60' TLC-LED-900 1 1 0 2 M3-M4 50' 50' TLC-LED-600 1 1 0 40' TLC-LED-400 1 1 0 50, TLC-LED-1200 1 1 0 1 P1 40' - 40' TLC-LED-600 3 3 0 5 1 5 15 0 x 3 1 3 39 54 74 175 44 110 ,Ncr JU ENT ')NUMENT 641.75 .....................................--------------------------------------------- .......................................... '-------------------------------------------------------- °..........................ilk . II IIRF0 34 > qcl"Jr 0 \ 00 CO N O O O C2 A n SCALE IN FEET 1 :40 0' 40' 80' ENGINEERED DESIGN By: Addison Ardolino • File #215264G • 23-Nov-21 M,� M4 Fa 637;0 _Pi 4E M3 \pxgc;3/4" S89°43'35"W IPF \pxgc;CONTROLLING 54.96' MONUMENT I Southlake Multi Sport Facility Southlake,TX Y I IVA Name: Property Line Spill Spacing: 20.0' Height: 5.0' above grade CANDELA (PER FIXTURE) Entire Grid Scan Average: 1789.5342 Maximum: 7885.14 Minimum: 0.00 No. of Points: 63 LUMINAIRE INFORMATION Applied Circuits: A, B No. of Luminaires: 15 Total Load: 12.5 kW Guaranteed Performance: The ILLUMINATION described 1 above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary 2 5 from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" 3 0 for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 0 Pole location(s) +dimensions are relative to 0,0 reference point(s) 00:0 mus r We Make It Happen® Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC. .• Pole Luminaires OTY LOCATION SIZE GRADE MOUNTING LUMINAIRE CITY THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 2 M1-M2 60' - 60' TLC-LED-1200 2 2 0 60' TLC-LED-900 1 1 0 2 M3-M4 50' 50' TLC-LED-600 1 1 0 40' TLC-LED-400 1 1 0 50, TLC-LED-1200 1 1 0 1 P1 40' - 40' TLC-LED-600 3 3 0 5 1 15 1 15 0 u.0 v 0.0 0 0.0 0 0.0 B.. 0 40.0 0 40.0 0 0.0 I 0 �i. 0.0 .I' . 0 0.0 Ilfi J 0 0.0 0 0.0 IM 0 40.0 0 40.0 0 40.0 0 40.0 0 40.0 0 40.0 0 0.0 0. 0 0.0 0. 0 Southlake Multi Sport Facility Southlake,TX . Name: Blanket Grid Size: 155' x 130' Spacing: 10.0' x 10.0' Height: 3.0' above grade P-0 10 0 0.9 L).0 L).0 0.( 4).0 -U; TT T-0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1: 0.1 0.1 40.1 P.1 P.1 P.1 40.1: 40.0: 40.0: 40.0 0.0 0.0 0.0 0.0 40.0 40.0: 0.0 AL-0 40.0 40.o: on n o.o .0: 40.6 40.0 0.0 40.0 0.0 0.0 40.1 01 .0A 40.1: 0.1 0.1 40.1 .0.1 0.1 0.1 P.1: P.1: 40.1: 40.1 40.1 0.0 0.0 0.0 40.0 40.0: .0.0 aa?0.0 0. 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0 40.0 40.0; 40.0 .0: 40.6 40.0 40.0 0.0 0.0 0.1 0.1 0.1 40.2 40.2 40.2 40.2 40.3 0.3 0.3 0.2 40.2 40.2: 40.1: 40.1 40.1 0.1 40.0 40.0 40.0 40.0: ,0.0 .0 0. 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 P-0 V 0 �p.0 40.0 40.0 0.0: 0.9 0.0 40.0 0.0 0.1 0.1 40.2 40.2 40.4 0.3 0.4 841 QF6 .5 0.1 0.3: 40.2: 40.2 40.2 40.1 40.1 40.0 40.0 0.0: 0.0 1.0 0. 0 0 40.0 �0.0 �0.0 1 .0 0.0 0.0 0.0 10.0 10.0 T-0-P 0 0.0 40.0 0.0 0. 10.0 0.0: 10.0 10.0 40.0 0.1 0.1 0.2 0.3 0.%t 40.6 0.9 + 1.0 40.8 40.4; PA 0.3 0.2 0.1 0.1 40.0 0.0: 0.6 1 . 0.0 40. .0 0.0 40.0 40.0 4.0 40.0 40.0 0.0 0.0 0.0 40.0 40.0 0.0 0.0: 40.0 0. 0.0 0.0; 40.6 0.1 0.1 0.1 0.2 0.4 .5 01 11 1.6 +1.9 2.2 42.3 42.1 +1.8 +1.8 + . 40.8: 0.6 .5 0.4 0.2 40.1 40.1 0.0; 10.0 11 10.0 0. .0 0.0 0.0 40.0 4.0 40.0 40.0 0.0 0.0 0.0 40.0 10.0 0.0 40.0: 10.0 0. 0.0 0.0; D. 0.1 0.1 0.3 0 0.7 +1.5 +1.9 42.9 43.1 3.7 $.1 +4.3 A.0 43.6 42.9 42.3: +1.8: +1. 1.0 0. PA 40.2 40.1 0.0: 0.9 4 . 0.0 0. 0.0 0.0 0.0 0.0 1.0 40.0 40.0 0.0 0.0 0.0 40.0 40.0 0.0 40.0: 40.0 0. 0.0 0.1: 0.1 40.1 0.2 0. +1.3 +1.9 2.8 +4.0 413.3 7.0 47.1 46.9 46.8 46.5 .7: 3.8: 42.8 2.0 +1. 0.8 .5 0.2 PA: 4.0 4 A P.0 0. 0.0 0.0 0.0 0.0 1.0 40.0 40.0 0.0 0.0 0.0 40.0 40.0 0.0 40.0; 40.0 0. 0.1 0.1 �.�---�1.2..g0.-+1-.6--.6--#l: 1 48.4 +10i6-�497. 1a-.7-+a �.6-j412-�490 �106+a0.6 49.8 48.1 -- .. .b--y30--+a:8- B-�.4--�:1 p7.3 4 . 0.0 0. 0.0 0.0 0 0 40.0 40.0 .................. .........................................................................................'................... -------------- ---- -------------' I Guaranteed Performance: The ILLUMINATION described above 40.6 40.0: 40.0 0. 0.1 0.1 0.2 0. 0 +1.7 3.5 6.2 9.6 +13.4 +16.4 18.6 18.9 18.6 18.1 +17.7 +17.3 +17.4 +17.3 +16.9 +15.3 +13.2 +10.1 47. {3.2 42.1 0.3 0.1 4 . 0.0 0.Q 0.0 L - 40. 3 0.0 0.0 0.0 0.0 0.0 is guaranteed per your Musco Warranty document and �^ - includes a 0.95 dirt depreciation factor. p n go 0.0 .0.0' 0.1 2 10.3 + .5 3 47.9 +13.9 +19.8 23.7 27.1 128�28.1 27.1 26.2 25.5 25.2 125!,-125.8 125.5 125.1 122.7 +19.7 +15!d�5.5 .8 L. 6 0.2 0. 0.1 0 0.0 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 Field Measurements: Individual field measurements may vary #3-o :0 0 40.0 40.0; 19A 0. 0.2 1). 4 0 2. :14.7. 24.0 31.8 36.0 37.6 37.9 37.0 35.6 33.9i 32.5 32.2 33.0 34.0 34.8 35.0 34.0 31.4. 25.9 17.5 2 0.4 0.2 0.1 0 0.0 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 from computer -calculated predictions and should betaken in accordance with IESNA RP-6-15. p7"0 X) 0 40.0 40.1 , P.0. 0.2 0. �. 1.5 9.9 020.0 2.8 +44.0 +48.0 50.1 50.0 +48.4 +44J +49l31;$9.3 jP38.9 +40.5 +43.6 +45.7 +46.5 +45.7 +43 7 ; 5.$ 24.1b712.I 1.9 6 0.2 10.1 0 1 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 Electrical System Requirements: Refer to Amperage M2 Draw Chart and/or the "Musco Control System Summary" 0.0 0,0 0.6 0.1 . 0.3 .4 .91 2.0 5+ k.0 ;,23.1: 0.7 54.1 59.4 60.9 60.4 57.2 51.8 +47.2:+45.2 ;44.8 +46.9 51.5 55.8 56.8 57.5 53 3 :F44.9 428.9 +1 2.4 P.9 0.3 0.2 0 1 0.1 0.0 0.0 0.0 .0 o.o o.o o.o o.o o.o for electrical sizing. co Installation Requirements: Results assume ± 3% 0.0 0;0 0.1 0.1 0. 40. .6 1.2 .5 5. 12.1 ; 4.8 2.6 56.2 62.3 63.2 63.4 +61.3 454.8 450.4;{38.3 ;48.1 50.3 55.7 59.8 50.2 fi0.3 56 j.47.2 50.2 +15.2 5.0 .1 .5 0.2 .0 1 0.1 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 0.2 0 0.7 .9 'i.S ' A G. i 1'2.3 24.1; 9.7 54.1 58.8 50.4 62.7 62.1 56.9 52.2;50.1 ,49.6 52.2 57.1 50.4 59.4 56.8 54 +43.7• �7.8 ,14.8 40.0 Oi0 40.1 40.1 ,7. 43.3 1. 0.3 02 0.1 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 40.0 40:0 40.1 40.2 ; 0. + .1 1. 6. +12.6 ;93.4 6.3 +48.7 54.6 62.1 464.2 63.0 58.E 52.4:+49.4 :,49.4 52.7 58.1 60.9 60.5 54.9 +48 3 jP39.0 25.8 +14.7 17.8I +4.1 .0 .9 0.4 02 0.1 0.1 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 40.0 0;0 40.1 0. 0. 1. 12.0 i2.6 3.2 -8 6. ' +i3.2 ;,24.1: 5.7 +45.6 51.5 59.8 63.5 B1.4 58.0 52.7:+48.6 449.2 452.9 458.0 60.3 57.5 50.5 +45 :36.9 426.0 +15.8 9.5 .5 42.0 03 0.1 40.0 0 .0 0.0 0.0 0.0 0.0 0.0 .2 0.0 0. 0. '1 0 .9: 0.0 0. 0. :2 .3 +1.2 : 0.0 0. 0. 2 0. .5 +1.2, 0.0 0. 0. 0.0 0;1 .4 1.0 2.3 S88 9'1 'W 0.0 0. 0.0 0:1 7P32' +1.1 2. 0.0 a"0. 0..0 0:0 0.1 0.2: .4 mu \uxI---------- 0. moo.0 0.0 '0 0.0 0.0 0.1 0.1 �5 7. ; 6.9 7.2 60.4 60.2 54.6 51 7.5 5 j37A 0 0.2 0.1 0.0 0.0 ,3.4 +14.5 +44.9 53.2 56.7 {38.1 51.3 54.6 57.3 57.9 51.6 +44 128.9 +19.8 +13.5 +10.0 16. 43.9 +1.8 .0 0.0 0.0 0.0 45 4A 110.4 1.2 9. 16.9 t31.6 0.1 +47.0 56.9 61.8 58.3 50.2 46.9 48.2:+46.1 ;44.9 +46.2 50.7 55.6 58.4 56.9 +47 R38.7. 434.0 426.9 22.0 +17.3 11.9 46. 42.9 1.0 0.2 0.1 0 0.0 0.0 D.0 0.0 0.0 ,7.7 .5 19.2 jP34.0 4.6 53.5 60.4 61.9 57.4 +45.4 39.4 +45.1:+45.3 :41.5 +42.4 +49.2 53.6 57.7 60.5 55 3 ;44.$ 438.4 433.6 f33.2 25.2 19.2 ,9.7 43.3 49 0.2 0.0 0.0 0.0 0.0 0.0 0.0 10.0 +10.5 5. R4424-2 .2 421.2 ; 4.9 8.6 57.0 60.9 58.5 55.5 +46.6 436.9 439.6:+40.9 :39.8 +41.9 +49.3 52.3 54.5 59.1 61 3 :52.8 +43.0 437.4 438.5 f32.5 1.7 5. 42.0 .5 0.1 0.0 0.0 40.0 0.0 0.0 0.0 0.0 0.0 0.0 17.8 26.1 25.7 :29.8 3.0 52.9 53.0 +42.1 3 215.3 13.3 A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +10.1 123.7 1�21.2 +46.0 +48.4 +46.2 439.6 438.8:,39.2 +41.6 +46.2 +47.1 +45.2 +47.0 +49 y47.8 +43.3 438 428.1 43.3 40.0 5.6 10.5 16.2 22.5 : o .i6.5 ;17.8 6.9 129.3 129.2 431.2 435.6 38.1 36.7.,31.4i,30.9 ;36.9 436.6 33.1 128.2 128.0 430.6 32 ;P33.9 431.9 127.6$,3 +17.2 .0 .9 0.2 .1 0.0 0.0 0.0 0.0 0.0 0.0 13.0 0.0 0.0 0.0 +1 At 4.9 9.1 1M4 :- 1.0 12. 11.8 17.7 1 14.1 1 �'1 .9 18.4 12.6 .1 1 12. 14 -F17.Q 14.9 ^� . 0.2 0.1 .0 0.0 0.0 0.0 0.0 .0 10.0 10.0 40.0 10.0 10.0 \ --9T 10T .0 0.0 0.0 0.0 00 0.0 0.0 ' 0.0 0.0 0.0 0.1 0.1 _ ocp o.0 0.0 0.0 0' 0.6. 0.0 0.0 ' 0.0 D.00.00.0 0.00.0 r� 0.0 0.0 0.0 0.0 0. ' 0.0; 0.0 ' 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 \Pxq,1/2" ocIRF ,0 10,0 10,0 0.0 ' 0.0 0.0 ;,0.0 .0 0.0 0.0 0.0 0.0 0.0 0 0.0 .0 0.0 0.0 0.0 0.0 40.0 0. 0.0 0.0 0.0 0.0 0.0 .o D. �0.0 n nn n NOTES: Green contour line at 5FC nn nn '.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Blue contour lines at 1 FC & 0.5FC 0.0 0.0 ' o 0.0 0.0 Contour lines intended for visualizing the'-0 40.6 ; P �P.0 cutoff at the property line n n%n nry nn A nn rmn nn nn 0' 40' 80, ENGINEERED DESIGN By: Addison Ardolino • File #215264G • 23-Nov-21 .o 0.0 0.0 0.0 0.0 .o 0.o 1o.o 0.o 0.o 0.o • P1 \Pxguai^ S89°43'35"W -8• 40.6 IPF MO LIN .2 0-154A61 10.0 0.0 .0.0; '" 0.0 .0 0.0 10.0 0.0 0.0 0.0 .0 10.1 0.1 .2 D.2 0.2 0.2 2 0. 2 .2 .2 .3 3 3 0.2 1 .1MENn 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $� .0- .0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 10.1 10.1 0.1 10.1 10.1 10.1 0. 10.0 10.0 .0 10.0 10.0 10.0 10.0 10.0 0.0 0.0 10.0 10.0 10.0 40.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.1 10.1 10.1 10.1 10.0 40.0 10.0 10.0 0.0 40. .0 10.0 10.0 10.0 10.0 40.0 0.0 0.0 0.0 ,0.0 0.0 13.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0 0.0 10.0 10.0 0.0 0.0 0.0 0.0 10.0 10.0 10.0 10.0 10.0 40.0 10.0 0.0 0.0 OCXDO 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0 0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 10.0 13.0 0.0 13.0 0.0 MU 0.0 0.0 0.0 0.0 0.0 .0 10.0 .0 10.0 10.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 .0 .0 nn nn n nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn Pole location(s) nn +dimensions nn nn nn nn are relative nn to 0,0 reference point(s) We Make It Happen® Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC. Southlake Multi Snort Facilitv X ........................................................................:............. CpI� y I — Illlil 9'19" � S88°5� W — 75.3T M4 i i i i { ,9 " SCALE IN FEET 1 : 30 0' 30' 60' ENGINEERED DESIGN By: Addison Ardolino • File #215264G 23-Nov-21 -------------------------------------------------------------------------------- \pxgc;3l4' S89°43'35"W IPF \pxgc;CONTROLLING 54.96' MONUMENT Pole location(s) +dimensions are relative to 0,0 reference point(s) INCLUDES: • Soccer Fields Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. EQUIPMENT•• AREAS SHOWN Pole minaires OTY LOCATION SIZE ELEVATION HEIGHT TYPE POLE 2 M1-M2 60' 60' TLC-LED-1200 2 60' TLC-LED-900 1 2 M3-M4 50, 50, TLC-LED-600 1 40' TLC-LED-400 1 s0' TLC-LED-1200 1 1 P1 40' - 40' TLC-LED-600 3 5 TOTALS 15 Ballast Specifications (.90 in power factor) �•, Line Amperage Per Luminaire (max draw) Single Phase Voltage 208 (60) 220 (60) 240 (60) 277 (60) 347 (60) 380 (60) 480 (60) TLC-LED-400 2.3 2.2 2.0 1.7 1.4 1.3 1.0 TLC-LED-900 5.3 5.0 4.6 4.0 3.2 2.9 2.3 TLC 7.0 6.6 6.1 5.2 4.2 TO 3.0 TLC-LED-600 3.4 3.2 3.0 2.6 2.0 1.9 1.5 0000 MU We Make It Happen. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC. EQUIPMENTr v wM1 & gtt {aClrpx LSE Grp 11=1 welt'' f?A � GRa9 z ktLMz so' - w' nca2a_ma z 2 a 6C TLCLF[1-3W 1 1 Q 2 M1.Ma Sa' - 5a' iLGLFT)fiA0 aC TLG,WD 1 1 0 7 F ' P1 W a0' TLGfFP 3 3 P 5 TOTU3 25 l5 6 2 3 r i 39 54 74 29 42 375 1144 sea$a:w SCALE IN FEET f ; 40 d' W gV ENGINEERED DESIGN By: Addison Ardolino - File 9215264G • 23-Nov-21 an t^ ca jh >` �, i ' �i� L== {h12 Southlake Multi Sport Facility soLrillalur3c Name: Property tine Spld Spacing: 20.0' Helghc: S.o'aboregmde fnTA]FlA IPFR AaruaFl ' Entlre Grid Scan Arerage: 1789.5342 Magimum: 7885.14 Minlmdm; 0.00 'Na,pf Pgims; 63 wm,"RF:NfOftld fm Apal'ied Ciirculty A. g X—l[Lrrminah— 15 Total Load: 12.S kW Guaranteed Performance: The iLLUM1NA710N described abov¢ is gr,a rameed per your Masco Warranty do ume.1 Fiord Measu —ft: lod[wduaFENd measurementsmayvary from comautenralcu]atetl pradictlans and shauld be rak. m —dance with lESNA RP-G-15. • 11—rillSystem Require ents: Reierto Amperage Draw Chan and%Or Ih¢^Masco COntry system Summary" tar elecfncal suing. 111Mir.4011 Regeirementf: Results assume 33% mal -ImIle at line side of the dnverarid stry=W located within 3 feet (]m) ofdmign 3oarwns- 0000 MUS Wdlacyd"n) *d:mens;ons art relame laaa�fe:c,xePams.l ® We Make It Happen. Not to be raprmuc9p W. a,nan Spfm Loh n cvm•en[ o' Musw SpMSLigINp LLG. Ggg:. 2021 Maseo SPMa fayniig. LLC