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Item 7B - Plans6 5 DAKOTA'S STEAKHOUSE - SOUTHLAKE 4 3 2 F E C 479 N KIMBALL AVE. SOUTHLAKE, TEXAS 76092 PROJECT DIRECTORY FOR MORE INFORMATION ABOUT THIS PLAN CONTACT: OWNER ARCHITECT CIVIL ENGINEERS TIMOTHY ENENY DMAC ARCHITECTURE & JQ ENGINEERING / IMEG 25 HIGHLAND PARK VILLAGE INTERIORS 100 GLASS STREET SUITE 100-500 1229 EMERSON ST DALLAS, TX 75207 DALLAS, TX 75205 EVANSTON, IL 60201 CONTACT: OVI SIPOS 214-663-4317 CONTACT: DWAYNE MACEWEN osipos@jgeng.com TMCENENY@NLGROUP-DALLAS.COM (847) 905-0944 (214) 623-5872 INFO@DMACARCH.COM PROPOSED SITE PLAN 1 if - 201-011 0' 20' 40' 80' 0 12 3 = 4 22 10 17 25 1 20 C 12 19 1 r� 26 0 7 ZONING CHANGE CODE REFERENCES LOCATION MAP APPLICABLE CODES - • CITY OF SOUTHLAKE ZONING ORDINANCE • INTERNATIONAL BUILDING CODE, 2021 EDITION (ORDINANCE 1246) • INTERNATIONAL MECHANICAL CODE, 2021 EDITION (ORDINANCE 1249) • INTERNATIONAL ENERGY CONSERVATION CODE, 2021 EDITION (ORDINANCE 1247) • INTERNATIONAL FUEL GAS CODE, 2021 EDITION (ORDINANCE 1251) • INTERNATIONAL FIRE CODE, 2021 EDITION (ORDINANCE 1248) • INTERNATIONAL PLUMBING CODE, 2021 EDITION (ORDINANCE 1250) • INTERNATIONAL PROPERTY MAINTENANCE CODE, 2021 EDITION (ORDINANCE 1255) SOURCE: https://www.cityofsouthlake.com/931/Building-Codes 501 N KIMBALL AVE L.U.D.: OFFICE COMMERCIAL ZONING: AG LOT: 51306 t t 24 m - • D to 0 , ,- �� (n . p � - - m = 149' - 7" Iz STACKING DEPTH A l I'18� I I y 7 J C5) 23 RESU BM ITTAL - 07/24/2024 479 N KIMBALL AVE SOUTHLAKE, TX O � L L non on � p BOB 24' - 0" �V MIN. - 7 C8 C8 C8 () 718) 18 I; 25'-0" REAR SETE Y c 17 22 420 SHADY LN L.U.D: LOW DENSITY RESIDENTIAL ZONING: SF1-A LOT: 5B02D )13Zi�\ V 23 4V A;47 O l Xr 1 414 SHADY LN I i L.U.D.: LOW DENSITY RESIDENTIAL t t y ZONING: SF1-A (D LOT:51302D1 D � WLU x o I --- a w ULI I v I� I F_ �4'-3" 1 _ Z _ J 25'- 0". 1 I REAR SETBACK 'inn, \ - I -BUFFER YARD i [zz 20 16 I I I I � C1) 410 SHADY LN 8075 SF 1 \ L.U.D.: LOW DENSITY RESIDENTIAL ----- ---� 2 ,I �', I ZONING: SF1-A LOT: 5B02C I � l L L 8955 SF L I 147' - 1" STACKING DEPTH - — — � - C)— — — — - - - - - --- x — -Cn PROJECT SCOPE OF WORK PROPOSED RE -ZONING OF THE EXISTING (AG) ZONED SITE AT 479 N KIMBALL AVE, SOUTHLAKE, TX. TO (C-3) COMMERICAL ZONING TO ACCOMODATE: • NEW 1 STORY, APPROX. 8955 SF RESTAURANT (TO BE DESIGNED) • NEW 2 STORY APPROX. 8075 SF EVENT SPACE BUILDING (TO BE DESIGNED) • ASSOCIATED NEW PAVED PARKING LOT (TO BE DESIGNED) • ASSOCIATED LANDSCAPING (TO BE DESIGNED) • ASSOCIATED UTILITY CONNECTIONS (TO BE DESIGNED) SITE PLAN DATA SUMMARY SITE DATA SUMMARY CHART PROJECT NAME: DAKOTA'S STEAKHOUSE SOUTLAKE PROJECT ADDRESS: 479 N KIMBALL AVENUE SOUTHLAKE, TX 76092 LOT: 51302 SOUTHLAKE PLANNING SECTOR 114 CORRIDOR EXISTING ZONING: AG SECTION 09 PROPOSED ZONING: C-3 SECTION 22 PROPOSED LAND USE DESIGNATION: RESTAURANT SECTION 21.2.30 LOT AREAS LOT SIZE EXISTING SITE ACREAGE: 3.874 AC EXISTING SITE AREA: 168,768 SF PROPOSED SITE ACREAGE: EXS-NO CHANGE AREA OF OPEN SPACE: 151474 SF LOT OPEN SPACE %: 90 % AREA OF OUTSIDE STORAGE: 0 SF LOT OUTSIDE STORAGE %: 0 % HEIGHT MAX ALLOWED 3 STORIES / 35' HT. SECTION 22.5a PROPOSED 1 STORY + 1 STORY SETBACKS FRONT 30' SECTION 22.5b SIDE 15, SECTION 22.5c REAR' 25' SECTION 22.5d `PROPERTY ABUTS SINGLE-FAMILY RESIDENTIAL LOTS BUILDING BUILDING AREA (FOOT PRINT): 17030 SF MAX FLOOR AREA 60,000 SF SECTION 22.5f MAX LOT COVERAGE (SF) 84,384 SF MAX LOT COVERAGE (%) 50% SECTION 22.5e PROPOSED COVERAGE (SF) 17030 SF PROPOSED COVERAGE (%) 10% AREA BY BUILDING USAGE BUILDING 1 (STEAKHOUSE): TOTAL FLOOR AREA 8955 SF BUILDING 2 (EVENT SPACE): TOTAL FLOOR AREA 8075 SF PARKING REQ'D SPACES (1 SPACE PER 3 SEATS) 144 SECTION 35.6.8 ACCESSIBLE SPACES 6 ' ADA 2010 208.2 LOADING SPACES 2 ADA 2010 209.2.1 TOTAL 150 PARKING SPACES 'ESTABLISHMENT WILL OFFER FREE VALET SERVICE TO ALL CUSTOMERS IMPERVIOUS COVERAGE LOT AREA: 168,768 SF ALLOWED IMPERVIOUS COVERAGE: 75% SECTION 22.5k ALLOWED IMPERVIOUS AREA: 118,138 SF PROPOSED IMPERVIOUS AREA: 115389 SF PROPOSED IMPERVIOUS COVERAGE: 68% SHEET KEYNOTE - PLAN NOTES TAG NOTE 1 PROPOSED 250 SEAT RESTAURANT - 1 STORY BUILDING - 8955 SF 2 PROPOSED 200 SEAT EVENT SPACE - 1 STORY BUILDING - 8075 SF 3 EXISTING R.O.W. (N KIMBALL AVE) 4 FRONT SITE SETBACK 5 SIDE SITE SETBACK 6 REAR SITE SETBACK 7 EXISTING UTILITY POLES TO REMAIN 8 EXISTING STREET LIGHT TO REMAIN 9 EXISTING FIRE HYDRANT TO REMAIN 10 DECORATIVE LANDSCAPE WALL. APPROXIMATELY 4'-0" HIGH ABOVE -FINISHED GRADE _A --A1� f1 EXISTING CURB CUT EXTEND FOR TVVO-WAY ENT�DR� 12 EXISTING SIDEWALK TO REMAIN 1 S MINIMUM 8'-0" TALL SCREENING DEVICE ALONG BOUNDARY ABUTTING RESIDENTIAL PROPERTY 14 TRASH AREA WITH 8'-0" TALL MASONRY SCREEN WALLS ON ALL SIDES AND SOLID ACCESS GATE - NO TRASH OR RECYCLING RECEPTACLES SHALL BE LOCATED WITHIN 50' OF SINGLE FAMILY RESIDENTIAL PROPERTY 15 LOADING AREA, RAMP, AND 10' HIGH MASONRY SCREEN WALL 16 CAR DROP-OFF FOR VALET W/ PORTE COCHERE ABOVE 17 SITE LIGHTING (TO BE DESIGNED TO MEET REQUIRED ILLUMINATION LEVELS AND SHALL NOT PRODUCE DIRECT OR INDIRECT ILLUMINATION ACROSS ADJACENT PROPERTIES IN COMPLIANCE WITH LIGHTING ORDINANCES) 18 (150) PROVIDED PARKING SPACES - MIN. 9'-0" W x 18'-0" L - INCLUDING REQUIRED (5) ACCESSIBLE PARKING SPACES AS INDICATED - PARKING LOT SHOWN SHALL BE CONSTRUCTED OF NEW BITUMOUS ASPHALT 19 PROPOSED NEW CURB CUT LOCATION FOR NEW 2-WAY ENTRY DRIVE 20 ANY ROOFTOP MECHANICAL EQUIPMENT SHALL BE SCREENED SUCH THAT IT IS NOT VISIBLE 21 PROPOSED CONCRETE PEDESTRIAN WALKWAY WITH ASSOCIATED CURB RAMPS 22 PROPOSED SITE LANDSCAPING (TBD) - TOTAL LANDSCAPING AREA TO MEET INTERIOR LANDSCAPING REQUIREMENTS PER ORDINANCE 544-B 23 BUFFERYARD - REQUIRED BUFFER YARD "F1" - 10' WIDTH - PROPOSED LANDSCAPING TO BE DEVELOPED TO MEET REQUIRED BUFFERYARD VEGETATION COUNTS - 24 24'-40' DRIVEWAY THROAT WIDTH REQUIRED FOR COMMERCIAL DRIVEWAYS ON ARTERIAL STREETS PER ORD. NO. 634 25 250' MINIMUM CENTERLINE DRIVEWAY SPACING ALONG ARTERIAL STREET PER ORD. NO. 634 26 DISTANCE TO NEXT INTERSECTION FROM CENTER OF DRIVEWAY. REFER TO DRIVEWAY AREA MAP FOR MORE INFORMATION CONCERNING THIS DISTANCE AND THE DRIVEWAY ORDINANCE REQUIREMENTS. 27 POTENTIAL FUTURE DRIVEWAY CONNECTION TO THE SOUTH - p - - — — 1 N 328 SHADY LN 4 I 14 411 N KIMBALL AVE 15 14 23 27 L.U.D.: LOW DENSITY RESIDENTIAL 1 L.U.D.. MIXED USE I ZONING: SF1-A ZONING: AG I LOT: 5B02A 0 LOT: 5B02B � I CAS = V O. ZA24-0030 DAKOTA'S F SOUTLAKE 479 N KIMBALL AVE SOUTHLAKE, TX 76092 DMAC Architecture & Interiors AC847.905.0944 1229 Emerson St. Evanston, IL 60201 dmacarch.com DM D STAMP 1. i CRIPPL ¢O a ERA HIGHLAND 1 MESA a ECOS p°a ANDELLLL HILL ASTLE REND CO fW DO BR00 WOOD u a OKGATE RAINTREE giiyFORFST � g Y GREENBOUGH 3 o STEP L OD L o uasi ROLLING WI JDJNG CREEK 3 � I iia K VICINITY MAP C REVISION DRAWING LOG B I ISSUED FOR ZONING CHANGE - 7/24/24 REVISIONS # Revision Date ISSUE DRAWING LOG # Issue Date ® DMAC Architecture P.C. Sheet Issue Date 07/01/24 Job Number Project Number Scale As indicated Drawn Author Checked Checker Approved Approver Title A PROPOSED CONCEPT PLAN AND DATA Sheet 6 5 4 3 2 Go gle Maps ithlake Real Estate V Blownaway Salon Suites e Southlake P 2114 { The Tosello Team Realtors with Keller... 0 tfifi 2114 2116 ComwareAV 19 v Guthrie Law Firm, PLLC Barger & Associates: 400 y Allstate Insurance 8 he Dragon v drein Health A and Aesthetics T y _16 h� Legacy Eyelids & Ccsm ircSurgery (Dr... v Car wash Chevron Southlake 49 10 Chicken Express Fast P-d • S DRIVEWAY AREA MAP 479 KIMBALL AVENUE CASE NO. ZA24-0030 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —I I I I I I I I I I 1479 KIMBALL AVENUE I I I I I O `O DISTANCE FROM PROPERTY LINE TOGAS STATION DRIVEWAY —W K[t'l2300 7 qATl'.' ..:. REFER TO CONCEPT PLAN. TOTAL DISTANCE TOGAS STATION DRIVEWAY CENTERLINE FROM PROPOSED SOUTH SECONDARY Map,lata©2024Google DRIVEWAY CENTERLINE IS APPROXIMATELY 76-10". (DISTANCE FROM GAS STATION TO PROPERTY LINE IS 50'-11" AND DISTANCE FROM PROPERTY LINE TO PROPOSED SECONDARY DRIVEWAY IS 25'-11".) DRIVEWAY ORDINANCE NO. 634 REQUIRES 200' MINIMUM BETWEEN COMMERCIAL DRIVEWAYS ON ARTERIAL STREETS. THE SOUTH PROPOSED DRIVEWAY WILL BE A SECONDARY DRIVE FOR DELIVERIES, STAFF, AND OVERFLOW. THE LOCATION FOR THIS DRIVE IS RELATED TO THE DESIRE TO KEEP DELIVERIES AND WASTE REMOVAL AS FAR AS POSSIBLE FROM THE RESIDENTIAL BOUNDARY OF THE PROPERTY. 50ft f' 50'-0" M OUR PROPOSAL IS TO APPLY FOR A VARIANCE FOR THE DRIVE TO STAY IN THIS LOCATION WHEN WE APPLY FOR FULL SITE PLAN APPROVAL, OR TO REDESIGN SITE TRAFFIC TO BRING THE DRIVEWAY INTO COMPLIANCE WITH THE ORDINANCE AT THAT TIME. VICINITY MAP (NOT TO SCALE) r.1TE PLM HIGHLAND _J RAINTREE m GREENBOUGH Y � ROLLING 6 0 3 wIdIfE � U LINETYPE TABLE BOUNDARY LINE ADJOINER LINE OHU OVERHEAD SERVICE LINE CHAIN LINK FENCE X WIRE FENCE STREET CENTERLINE GRAPHIC SCALE 30 0 15 30 60 I I I I I ( IN FEET ) 1 inch = 30 ft. GAS METER W IRR. CONTROL VALVE TELEPHONE PEDESTAL O Wv POWER POLE D4 DOWN GUY IK S.S. MANHOLE O CLEAN OUT �D OON O J 'ERA V>>yoo ¢ o a PECOS o d = �o BR NCHWOd JANDELL - ,�i RENj CO LU LE HOOD ¢ OKGATE "M z-M no 0 � 3 S1`-PPL WOOD WI JDING d > EK I -a Y LEGEND FIRE HYDRANT WATER METER se FUEL PORT O WATER VALVE O TRANSFORMER PAD ELECTRIC METER ❑v STORM DRAIN MANHOLE & OURONE LLC AS TO 72% INTE •1 This is to certify that I have, this date, made an on the round tree survey of the property located on c� AAM PLOT LLC AS TO 18% INTEREST ■ Y 9 Y P P Y om I KAZA SOUTHLAKE PROPERTY LLC AS TO 4.75% INTEREST 479 North Kimball Avenue in the City of Southlake, Texas, described as follows: 1 o SSNRAJU LLC AS TO 1.75% INTEREST UDITA SOLUTIONS INC AS TO 1.75% INTEREST Abstract No. 525 City of ��� r,•r,•r,�:l},�••�TS+'x •'�*'•� Being all that certain 3.874 acre parcel situated in the S. Freeman Survey, y 5A30 LLC AS TO 1.75% INTEREST INST. NO. D223100952 o_ Southlake, Tarrant County, Texas, and being a portion of that certain tract of land conveyed to Stephen N00046'35"W 71?p s N88'30'00"E 442.99 - T. Hagar, by deed recorded in Volume 5885, Page 82, Deed Records, Tarrant County, Texas, and being II-----_0.58' v . . . _ v • T Y • , more particularly described as follows. L=68.95' rlii ;• •. T192 T191.. • T�87: :•�Y3o� 1ss T»° - BEGINNING at a concrete monument found for the Southwest corner of the herein described tract, same �., T188 . T108 J • • w R=1447.00' + '� �� ' ° I �f being in the South line of said Hagar tract, some being the Southeast corner of that certain tract of T200' T1A9' T193 R D=02'43'dR" ° O-to,: T107 r,s4 (~`; ,ti ,'`� ;•T�4• 'T2bs•;• ■�•■'T ?� i' �r land conveyed as right-of-way to City of Southlake in Special Warranty Deed recorded under Instrument CB=N00'35'19"E Number D210244732, Official Public Records, Tarrant County, Texas, same being in the East right-of-way v ASPH T 183 '�' w ' ' ' ` I line of North Kimball Avenue variable width right-of-way); CD=6 94 L)•40. _9 05 :. ( 9 Y) j ••• .4 . I c - : T17at ` riao� T1 �• �� ■ i THENCE through the interior of said Hagar tract and along the East right-of-wa line of said North c ! -• --` Y�. rlos T18s .r1as T1so F Kimball Avenue as follows: g gY T1081� ■ T175 T177 ° ) '170 T166 T168 T.18g ,T182 T186 18 r i N' 1 _ North 00 deg. 44 min. 08 sec. West, a distance of 246.03 feet to a 1/2 inch iron rod with red plastic L=63.51' - T201� •, _ ; �''- ��•� Cr cap stamped "Peiser & Mankin SURV' set (hereinafter referred to as 1/2 inch iron rod set) for the R=1353.UU' y ODES KIM & CHONG ANN KIM 1 INST. NO. D222144520 beginning of a curve to the right, having a radius of 1353.00 feet and a central angle of 02 deg. 41 D=02'41'21" "1/2' IRS T103 GRAVEL r " �- oTt67� 7258 T203 � I min. 21 sec. CB=N00 6 33 E l� _ _1 ;. (TYPICAL) 2 IO2. ' .. . ` I ■ CD=63.5 ' Ti2 T259 T2 �I•• T202 T207 Alongsaid curve to the right, an arc distance of 63.51 feet and a chord bearing and distance of North . T* �. r2o4 1 g 9 � METAL SHED 00 deg. 36 min. 33 sec. East, 63.50 feet to a 1/2 inch iron rod set for the beginning of a reverse 100 .'. .•. T203 (NO FOUNDATION) 1 T260 4 a.s' curve to the left, having a radius of 1447.00 feet and a central angle of 02 deg. 43 min. 48 sec.; T2 CITY OF SOUTHLAK 1 INST. NO. D2102447 r209 j T310 T309 Along said reverse curve to the left, an arc distance of 68.95 feet and a chord bearing and distance of T210 . M o _ i •pot• .;� r1s5: PROPANE ■ North 00 deg. 35 min. 19 sec. East, 68.94 feet to a 1/2 inch iron rod set for angle point, n T261 TANK 1, T212 _ W00 I North 00 deg. 46 min. 35 sec. West, a distance of 0.58 feet to a 1/2 inch iron rod set for the r- - - - •. ,...,.4, T213� _.• P - 1 J _ Northwest corner of the herein described tract, same being in the North line of said Hagar tract, same 0 D i2. IRS , r2$a.' •:. ,: •:. 3•s --2s•7' W 1 / _ - - being the Northeast corner of aforesaid City of Southlake tract, some being in the South line of that L 247.7' 1 of 1/2• IRF certain tract of land conveyed to Ourone LLC, as to 72% interest, AAM Plot LLC, as to 18% interest, Kaza �T264 :.,r 4 T,215. ' 1 Southlake Property LLC, as to 4.75% interest, SSNRAJU LLC, as to 1.75% interest, UDITA Solutions Inc., as W } al ro 1 fiJ c_7 Sf < 1 to 1.75% interest, 5A30 LLC, as to 1.75% interest, by deed recorded in Instrument Number D223100952, 1 r ss Z 3 T265 T v aforesaid Official Public Records; -W I ° ti _ f .• / 1 i 1 L_U E1. Law ilk man 1R E Iia■. ■FI a o OT2 T2s7 r22s 227 •. :• •. . . . . . . . �, ` ' 0 1�r•w•11 THENCE North 88 deg. 30 min. 00 sec. East, along the common line of said Hagar tract and said Ourone = D " 1 .228 •.� I ' 3.6'/ / /1 T Y �"'' "� tract, a distance of 442.99 feet to a 3/8 inch iron rod found for the Northeast corner of said Hagar J C9. .. .,. ... . • ••, . T341 ..: - . F A T311 ■-30.5' N tract, some being the Northwest corner of that certain tract of land conveyed to Odes Kim & Chong Ann J o T232 i'• a ■ . ': f.. ':� . 8.8' r 1 Kim, by deed recorded under Instrument Number D222144520, aforesaid Official Public Records; m p o T231....• - • M Os I34' W - 1 '•+� ::+ . •� `� 107 1 THENCE South 00 deg. 42 min. 14 sec. East, along the common line of said Hagar tract and said Kim SB AI Y Q 'uT ;; I T234T233 ,� W 292'/ .wi tract, passing at a distance of 142.43 feet a 1/2 inch iron rod found for the Southwest corner of said A 1 ` 112'9 1 ,00 Kim tract, some being the Northwest corner of that certain tract of land conveyed to Bikal Dhakal, by Q -7235 •r- '• . : r2fw , REMAINDER OF Oo ,• • _ ,� 3�' �, cn deed recorded in Instrument Number D223104817, aforesaid Official Public Records, and continuing along 1 ••• t 'a:•�:• STEPHEN T. HAGAR 1 I the common line of said Hagar tract and said Dhakal tract, a total distance of 378.85 feet to a 3/4 o+a z VOL. 5885, PG. 82 . r • 312 _ : _ I 1�ssN �2 .� • T21a°i ;.1 758 SQ. FT. OR 3.874 ACRES 1 I inch inch iron pipe found for the Southeast corner of said Hagar tract, some being the Southwest corner W - I N,�, 1 �•• '• ., z2r of said Dhakal tract, some being the common north corner of those certain tracts of land conveyed to �� - _ F z '� 1;•,? ■ I Sara Chamathil & Varghese Chamathil, Co -Trustees, or their successors in trust, of the CF 678 trust, T219 T222 J �' - 1 r 4� '. a ' _ ■ �,� N, _ .�.• •r• �� dated December 21, 2018 by deeds recorded under Instrument Numbers D2219250417 and D218279371, T277 1 T242•. 4i.: :•.• 1 I said Official Public Records; ' I I BIKAL DHAKAL Z �Iz = _ 443 •i .� .:;• r • 1 I INST. NO. D223104 17 'r247 :• ,T s� r223. r. THENCE South 88 deg. 29 min. 02 sec. West, along the common line of said Hagar tract and said �Q C T24s•. ••! •• •t'as! •y; I Chamathil tract, a distance of 445.87 feet to the POINT OF BEGINNING and containing 168,758 square 0 - t T225 W oos . . . . . . . :; T2?4 .•-:-? 1 ■ feet or 3.874 acres of computed land, more or less. m '! •'•.• . . . . . . I 4 T276 T270 i.T2 ,i ,j1 .".T335' 1 ■ '� _ _ ° N �' . •:M1 ':'� �' T340 T339 7,338.T33 I ■ . NOTES: -1 t rn r27r't33_6 r O •T27b •7 . T333' ` + 1. IRF - Iron Rod Found w T - +1' � �� 2. IRS - Iron Rod Set w/ "PEISER &MANKIN SURV" red plastic cap T27? . . . . :• •:� ... ■ 1 L1J Et ���1' �L.ri ITi Ild - �. 1 r 111 ■'II 3. IPF Iron Pipe Found T273. •T� e '431� 7 3 1 -1rir ■nr•.�- 4. Basis of Bearing - Bearings of lines shown hereon refer to Grid North of the Texas Coordinate n T274 �T 9 .T32800 T32fi. ' ' ' System of 1983 North Central Zone 4202; NAD83 2011 Epoch 2010 as derived local) from Allterra . . . . . . •. r Y ( ( ) P ) Y Tzso:10 ... ,. • ,. Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) Methods. An T2s1..•..•..•..•..• 2*52 average Combination Factor of 1.0001499 was used to scale grid coordinates and distances to surface. = n T282 :� .r.;.., 5. This property has not been abstracted per the client's request, and this survey was performed c T287 T330 ' •Y a2$� :� �.: without the benefit of a title commitment, all easements may not be shown. T25 7315 6. The sole purpose of this tree survey is to show trees in the area depicted on this tree survey. This -T 4. . . . . . . . . . . . . . �•: p p Y P Y o o T294 T28f .•,� ,' •:' tree survey is not intended for any other use by this or any other party. • _ T30Q ' .. 1 T296 �. . . . ( j M 292 T316 05FLOOD CERTIFICATE T293 T291 j3i': T320. o a Tills' 1 rl •T332 . . . As determined by the FLOOD INSURANCE RATE MAPS for Tarrant County, the subject property Does Not T29 T 6 � T311 • appear to lie within a Special Flood Hazard Area (100 Year Flood), Map date 9/25/2009 Community i' 4' W > > T298 .T299_ _ _ - _ _ _ _ _ _ - _ _ _ _ - - - - - - - - - " ' - , `�, 21. T319 Panel No. 48439CO105K subject lot is located in Zone X . I -- - -- :.,. I ,T ;,•` i,32i• .•r3is _ _ If this site is not within an identified flood hazard area, this Flood Statement does not imply that the �01� 'q 3 a" IPF~ J property and/or structures thereon will be free from flooding or flood damage. On rare occasions, i CONTROLLING P P Y / 9 9 " MONUMENT greater floods can and will occur and flood heights may be increased by man-made or natural causes. _____-._:_.a S8829 02 W •87 I SARA CHAMATHIL & VARGHESE CHAMATHIL, 1 This Flood Statement shall not create liability on the part of the Surveyor. -- CONCRETE 1 1 YHYP •• 1 u'� CO -TRUSTEES, OR THEIR SUCCESSORS IN TRUST, OF . 11 r.• 1 r++ '�- MON. FND. '�- gyp.;ii�EG.1�,L THE CF 678 TRUST, DATED DECEMBER 21, 2018 I I_ �Hwd Au INST. NO. D218279371 1 1 • � TREE CHAR I SARA CHAMATHIL & VARGHESE T100 15" OAK T189 10"OAK T220 15"OAK T251 14" ELM T282 11 "OAK T315 17"TWIN OAK CHAMATHIL, CO -TRUSTEES, OR T101 15" OAK T190 13" OAK T221 13" OAK T252 12" OAK T283 10" OAK T316 18" OAK THEIR SUCCESSORS IN TRUST, T102 16 " OAK T191 24" OAK T222 6" ELM T253 12" OAK T284 11 " OAK T317 15" OAK OF THE CF 678 TRUST, DATED DECEMBER 21, 2018 T103 17" OAK T192 12" OAK T223 24" TWIN ELM T254 16"OAK T285 12" ELM T318 18" OAK INST. NO. D219250417 T105 6"ELM T193 12"OAK T224 13"ELM T255 9"ELM T286 12" ELM T319 13"OAK T106 6"ELM T194 8"OAK T225 18"OAK T256 9"ELM T287 9"OAK T320 12"OAK T107 17" OAK T195 12" ELM T226 11 "ELM T257 17" OAK T288 14" OAK T321 11 "OAK T108 6 " ELM T196 11 " OAK T227 15" ELM T258 10" ELM T289 10" OAK T322 18" OAK T109 6"ELM T197 16" OAK T228 7"OAK T259 15"OAK T290 10"ELM T323 13"TWIN OAK TREE LEGEND T110 19"OAK T198 17"OAK T229 11" ELM T260 15"OAK CLUSTER T291 15"ELM T324 14"OAK The plat of survey hereon is a true, correct and accurate representation of the property as T111 17"OAK T199 14" OAK T230 12" ELM T261 12"OAK T292 9"OAK T325 15"OAK determined by an on the ground survey, subject to any and all easements, reservations and T166 8"OAK T200 18" OAK T231 19"OAK T262 13"OAK T293 12"OAK T326 7"ELM restrictions that may be of record, the lines and dimensions of said property being indicated by the T167 21"OAK T201 14"OAK T232 12"OAK T263 15"OAK T294 10"ELM T327 12"OAK plat. There are no visible encroachments, conflicts, or protrusions except as shown. 0 OAK ELM T168 10"OAK T202 11" OAK T233 12"OAK T264 15"OAK T295 6"ELM T328 6"ELM T169 10"OAK T203 12" OAK T234 13"OAK T265 18"OAK T296 6"ELM T329 17"OAK T170 10" OAK T204 14" OAK T235 9"OAK T266 14" ELM T297 17" OAK T330 15"OAK TREE PRESERVATION ANALYSIS CASE NUMBER CEDAR T171 7" OAK T205 13" OAK T236 10"OAK T267 13" TWIN OAK T298 15" ELM T331 19"OAK T172 8" OAK T206 13" OAK T237 5" CEDAR T268 14" OAK T299 14" OAK T333 10" ELM TOTAL EXISTING TREES SURVEYED - 176 T175 8" OAK T207 12" OAK T238 14" OAK T269 10" ELM T300 10" ELM T334 18" OAK ZA24-0030 T177 14" OAK T208 16" OAK T239 10" OAK T270 9" OAK T303 24" OAK T335 11 " ELM TOTAL EXISTING TREES BEING PRESERVED - 36 T178 8" ELM T209 10" OAK T240 16"OAK (DEAD) T271 9"ELM T304 15" TWIN OAK T336 12"ELM PERCENTAGE OF EXISTING TREES BEING PRESERVED - 20% T179 7" ELM T210 12" OAK T241 8" ELM T272 11 " ELM T305 15" OAK T337 15" ELM T180 6"ELM T211 14" OAK T242 16"OAK T273 14"OAK T306 20" TWIN OAK T338 17"TWIN ELM TOTAL EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED- 66 T181 6 " ELM T212 12" OAK T243 16 " OAK T274 14" OAK T307 10" OAK T339 12" ELM PERCENTAGE OF EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED - 38% PRELIMINARY, THIS DOCUMENT T182 7"ELM T213 13" OAK T244 8"OAK T275 6"ELM T308 17"OAK T340 15"ELM SHALL NOT BE RECORDED T183 6" ELM T214 12" OAK T245 13" ELM T276 17" OAK T309 30" TWIN OAK T341 14" OAK PERCENTAGE OF EXISTING TREE COVER ON SITE (BLUE SHADED AREA)- 45% T184 6"ELM T215 17"OAK T246 13"ELM T277 9"ELM T310 17"OAK MINIMUM PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED PER TREE PRESERVATION FOR ANY PURPOSE T185 12" OAK T216 16"ELM T247 12"TWIN OAK T278 6"ELM T311 15" ELM ORDINANCE- 50% 6/26/2024 T186 17" OAK T217 12" OAK T248 10" ELM T279 10" OAK T312 12" ELM NEW TREES WILL BE PLANTED TO MITIGATE TREES REMOVED IF COVER PERCENTAGE IS BELOW 50% T187 12"TWIN OAK T218 12" ELM T249 17"TWIN ELM T280 12"ELM T313 19"OAK Timothy R. Mankin T188 22"OAK T219 11 "ELM T250 9"OAK T281 15"OAK T314 20"OAK Registered Professional Land Surveyor No. 6122 Errors: The Client or Client's Representatives will have 45 days from the date the survey was \ TREE SURVEY No. DATE REVISION + JOB NO.: 16-0128 PEISER 8e MANKIN SURVEYING, LLC issued to change any misspellings or any errors on the survey report, after this time has DATE: 6/26/2024 SHEET WATER MANHOLE SIGN expired all parties involved must accept the survey as issued. www.peisersurveying.com SUB BOX 00 LIGHT POLE 1 Society of FIELD DATE: 6/20/2024 Texas P 1612 HART STREET COMMERCIAL 1 COPYRIGHT ©PEISER & MANKIN SURVEYING, LLC ALL RIGHTS RESERVED. NO PART OF THIS SCALE: 1" = 30' M SUITE 201 RESIDENTIAL TELEPHONE MANHOLE ID JUNCTION BOX SWB MANHOLE 0 CONCRETE DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR 479 NORTH KIMBALL AVENUE 2• s SOUTHLAKE, TEXAS 76092 BOUNDARIES Professional FIELD: J.W. /� LLC TOPOGRAPHY Surveyors OF GAS MANHOLE 0 BOLLARD STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT 817-481-1806 (0) MORTGAGE VAULT �x� COVERED AREA THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. COPIES OF THIS SURVEY WITHOUT THE DRAWN: J.M.N. 1 HANDICAP SPACE _ A/C PAD J ` ORIGINAL SIGNATURE ARE NOT VALID. /` SOUTHLAKE, TEXAS 76092 /+ 3 J CHECKED: T.R.M. tmankin@peisersurveying.com FIRM No. 100999-00 \ Member Since 1977 / N N,, '.fir - rt _�, _ �L-. 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Case Number ZA24-0030 Patio View at Restaurant 479 Kimball Avenue - Zoning Change Submittal (C) 2024 ALL RIGHTS RESERVED DMAC ARCHITECTURE & INTERIORS DM DMAC Page 2 Architecture AC & Interiors s Case Number ZA24-0030 Bird's Eye View from North West 479 Kimball Avenue - Zoning Change Submittal (C) 2024 ALL RIGHTS RESERVED DMAC ARCHITECTURE & INTERIORS t DM DMAC Page 3 Architecture AC & Interiors VICINITY MAP (NOT TO SCALE) r.1TE PLM HIGHLAND _J RAINTREE m GREENBOUGH Y � ROLLING 6 0 3 wIdIfE � U LINETYPE TABLE BOUNDARY LINE ADJOINER LINE OHU OVERHEAD SERVICE LINE CHAIN LINK FENCE X WIRE FENCE STREET CENTERLINE GRAPHIC SCALE 30 0 15 30 60 I I I I I ( IN FEET ) 1 inch = 30 ft. GAS METER W IRR. CONTROL VALVE TELEPHONE PEDESTAL O Wv POWER POLE D4 DOWN GUY IK S.S. MANHOLE O CLEAN OUT �D OON O J 'ERA V>>yoo ¢ o a PECOS o d = �o BR NCHWOd JANDELL - ,�i RENj CO LU LE HOOD ¢ OKGATE "M z-M no 0 � 3 S1`-PPL WOOD WI JDING d > EK I -a Y LEGEND FIRE HYDRANT WATER METER se FUEL PORT O WATER VALVE O TRANSFORMER PAD ELECTRIC METER ❑v STORM DRAIN MANHOLE & OURONE LLC AS TO 72% INTE •1 This is to certify that I have, this date, made an on the round tree survey of the property located on c� AAM PLOT LLC AS TO 18% INTEREST ■ Y 9 Y P P Y om I KAZA SOUTHLAKE PROPERTY LLC AS TO 4.75% INTEREST 479 North Kimball Avenue in the City of Southlake, Texas, described as follows: 1 o SSNRAJU LLC AS TO 1.75% INTEREST UDITA SOLUTIONS INC AS TO 1.75% INTEREST Abstract No. 525 City of ��� r,•r,•r,�:l},�••�TS+'x •'�*'•� Being all that certain 3.874 acre parcel situated in the S. Freeman Survey, y 5A30 LLC AS TO 1.75% INTEREST INST. NO. D223100952 o_ Southlake, Tarrant County, Texas, and being a portion of that certain tract of land conveyed to Stephen N00046'35"W 71?p s N88'30'00"E 442.99 - T. Hagar, by deed recorded in Volume 5885, Page 82, Deed Records, Tarrant County, Texas, and being II-----_0.58' v . . . _ v • T Y • , more particularly described as follows. L=68.95' rlii ;• •. T192 T191.. • T�87: :•�Y3o� 1ss T»° - BEGINNING at a concrete monument found for the Southwest corner of the herein described tract, same �., T188 . T108 J • • w R=1447.00' + '� �� ' ° I �f being in the South line of said Hagar tract, some being the Southeast corner of that certain tract of T200' T1A9' T193 R D=02'43'dR" ° O-to,: T107 r,s4 (~`; ,ti ,'`� ;•T�4• 'T2bs•;• ■�•■'T ?� i' �r land conveyed as right-of-way to City of Southlake in Special Warranty Deed recorded under Instrument CB=N00'35'19"E Number D210244732, Official Public Records, Tarrant County, Texas, same being in the East right-of-way v ASPH T 183 '�' w ' ' ' ` I line of North Kimball Avenue variable width right-of-way); CD=6 94 L)•40. _9 05 :. ( 9 Y) j ••• .4 . I c - : T17at ` riao� T1 �• �� ■ i THENCE through the interior of said Hagar tract and along the East right-of-wa line of said North c ! -• --` Y�. rlos T18s .r1as T1so F Kimball Avenue as follows: g gY T1081� ■ T175 T177 ° ) '170 T166 T168 T.18g ,T182 T186 18 r i N' 1 _ North 00 deg. 44 min. 08 sec. West, a distance of 246.03 feet to a 1/2 inch iron rod with red plastic L=63.51' - T201� •, _ ; �''- ��•� Cr cap stamped "Peiser & Mankin SURV' set (hereinafter referred to as 1/2 inch iron rod set) for the R=1353.UU' y ODES KIM & CHONG ANN KIM 1 INST. NO. D222144520 beginning of a curve to the right, having a radius of 1353.00 feet and a central angle of 02 deg. 41 D=02'41'21" "1/2' IRS T103 GRAVEL r " �- oTt67� 7258 T203 � I min. 21 sec. CB=N00 6 33 E l� _ _1 ;. (TYPICAL) 2 IO2. ' .. . ` I ■ CD=63.5 ' Ti2 T259 T2 �I•• T202 T207 Alongsaid curve to the right, an arc distance of 63.51 feet and a chord bearing and distance of North . T* �. r2o4 1 g 9 � METAL SHED 00 deg. 36 min. 33 sec. East, 63.50 feet to a 1/2 inch iron rod set for the beginning of a reverse 100 .'. .•. T203 (NO FOUNDATION) 1 T260 4 a.s' curve to the left, having a radius of 1447.00 feet and a central angle of 02 deg. 43 min. 48 sec.; T2 CITY OF SOUTHLAK 1 INST. NO. D2102447 r209 j T310 T309 Along said reverse curve to the left, an arc distance of 68.95 feet and a chord bearing and distance of T210 . M o _ i •pot• .;� r1s5: PROPANE ■ North 00 deg. 35 min. 19 sec. East, 68.94 feet to a 1/2 inch iron rod set for angle point, n T261 TANK 1, T212 _ W00 I North 00 deg. 46 min. 35 sec. West, a distance of 0.58 feet to a 1/2 inch iron rod set for the r- - - - •. ,...,.4, T213� _.• P - 1 J _ Northwest corner of the herein described tract, same being in the North line of said Hagar tract, same 0 D i2. IRS , r2$a.' •:. ,: •:. 3•s --2s•7' W 1 / _ - - being the Northeast corner of aforesaid City of Southlake tract, some being in the South line of that L 247.7' 1 of 1/2• IRF certain tract of land conveyed to Ourone LLC, as to 72% interest, AAM Plot LLC, as to 18% interest, Kaza �T264 :.,r 4 T,215. ' 1 Southlake Property LLC, as to 4.75% interest, SSNRAJU LLC, as to 1.75% interest, UDITA Solutions Inc., as W } al ro 1 fiJ c_7 Sf < 1 to 1.75% interest, 5A30 LLC, as to 1.75% interest, by deed recorded in Instrument Number D223100952, 1 r ss Z 3 T265 T v aforesaid Official Public Records; -W I ° ti _ f .• / 1 i 1 L_U E1. Law ilk man 1R E Iia■. ■FI a o OT2 T2s7 r22s 227 •. :• •. . . . . . . . �, ` ' 0 1�r•w•11 THENCE North 88 deg. 30 min. 00 sec. East, along the common line of said Hagar tract and said Ourone = D " 1 .228 •.� I ' 3.6'/ / /1 T Y �"'' "� tract, a distance of 442.99 feet to a 3/8 inch iron rod found for the Northeast corner of said Hagar J C9. .. .,. ... . • ••, . T341 ..: - . F A T311 ■-30.5' N tract, some being the Northwest corner of that certain tract of land conveyed to Odes Kim & Chong Ann J o T232 i'• a ■ . ': f.. ':� . 8.8' r 1 Kim, by deed recorded under Instrument Number D222144520, aforesaid Official Public Records; m p o T231....• - • M Os I34' W - 1 '•+� ::+ . •� `� 107 1 THENCE South 00 deg. 42 min. 14 sec. East, along the common line of said Hagar tract and said Kim SB AI Y Q 'uT ;; I T234T233 ,� W 292'/ .wi tract, passing at a distance of 142.43 feet a 1/2 inch iron rod found for the Southwest corner of said A 1 ` 112'9 1 ,00 Kim tract, some being the Northwest corner of that certain tract of land conveyed to Bikal Dhakal, by Q -7235 •r- '• . : r2fw , REMAINDER OF Oo ,• • _ ,� 3�' �, cn deed recorded in Instrument Number D223104817, aforesaid Official Public Records, and continuing along 1 ••• t 'a:•�:• STEPHEN T. HAGAR 1 I the common line of said Hagar tract and said Dhakal tract, a total distance of 378.85 feet to a 3/4 o+a z VOL. 5885, PG. 82 . r • 312 _ : _ I 1�ssN �2 .� • T21a°i ;.1 758 SQ. FT. OR 3.874 ACRES 1 I inch inch iron pipe found for the Southeast corner of said Hagar tract, some being the Southwest corner W - I N,�, 1 �•• '• ., z2r of said Dhakal tract, some being the common north corner of those certain tracts of land conveyed to �� - _ F z '� 1;•,? ■ I Sara Chamathil & Varghese Chamathil, Co -Trustees, or their successors in trust, of the CF 678 trust, T219 T222 J �' - 1 r 4� '. a ' _ ■ �,� N, _ .�.• •r• �� dated December 21, 2018 by deeds recorded under Instrument Numbers D2219250417 and D218279371, T277 1 T242•. 4i.: :•.• 1 I said Official Public Records; ' I I BIKAL DHAKAL Z �Iz = _ 443 •i .� .:;• r • 1 I INST. NO. D223104 17 'r247 :• ,T s� r223. r. THENCE South 88 deg. 29 min. 02 sec. West, along the common line of said Hagar tract and said �Q C T24s•. ••! •• •t'as! •y; I Chamathil tract, a distance of 445.87 feet to the POINT OF BEGINNING and containing 168,758 square 0 - t T225 W oos . . . . . . . :; T2?4 .•-:-? 1 ■ feet or 3.874 acres of computed land, more or less. m '! •'•.• . . . . . . I 4 T276 T270 i.T2 ,i ,j1 .".T335' 1 ■ '� _ _ ° N �' . •:M1 ':'� �' T340 T339 7,338.T33 I ■ . NOTES: -1 t rn r27r't33_6 r O •T27b •7 . T333' ` + 1. IRF - Iron Rod Found w T - +1' � �� 2. IRS - Iron Rod Set w/ "PEISER &MANKIN SURV" red plastic cap T27? . . . . :• •:� ... ■ 1 L1J Et ���1' �L.ri ITi Ild - �. 1 r 111 ■'II 3. IPF Iron Pipe Found T273. •T� e '431� 7 3 1 -1rir ■nr•.�- 4. Basis of Bearing - Bearings of lines shown hereon refer to Grid North of the Texas Coordinate n T274 �T 9 .T32800 T32fi. ' ' ' System of 1983 North Central Zone 4202; NAD83 2011 Epoch 2010 as derived local) from Allterra . . . . . . •. r Y ( ( ) P ) Y Tzso:10 ... ,. • ,. Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) Methods. An T2s1..•..•..•..•..• 2*52 average Combination Factor of 1.0001499 was used to scale grid coordinates and distances to surface. = n T282 :� .r.;.., 5. This property has not been abstracted per the client's request, and this survey was performed c T287 T330 ' •Y a2$� :� �.: without the benefit of a title commitment, all easements may not be shown. T25 7315 6. The sole purpose of this tree survey is to show trees in the area depicted on this tree survey. This -T 4. . . . . . . . . . . . . . �•: p p Y P Y o o T294 T28f .•,� ,' •:' tree survey is not intended for any other use by this or any other party. • _ T30Q ' .. 1 T296 �. . . . ( j M 292 T316 05FLOOD CERTIFICATE T293 T291 j3i': T320. o a Tills' 1 rl •T332 . . . As determined by the FLOOD INSURANCE RATE MAPS for Tarrant County, the subject property Does Not T29 T 6 � T311 • appear to lie within a Special Flood Hazard Area (100 Year Flood), Map date 9/25/2009 Community i' 4' W > > T298 .T299_ _ _ - _ _ _ _ _ _ - _ _ _ _ - - - - - - - - - " ' - , `�, 21. T319 Panel No. 48439CO105K subject lot is located in Zone X . I -- - -- :.,. I ,T ;,•` i,32i• .•r3is _ _ If this site is not within an identified flood hazard area, this Flood Statement does not imply that the �01� 'q 3 a" IPF~ J property and/or structures thereon will be free from flooding or flood damage. On rare occasions, i CONTROLLING P P Y / 9 9 " MONUMENT greater floods can and will occur and flood heights may be increased by man-made or natural causes. _____-._:_.a S8829 02 W •87 I SARA CHAMATHIL & VARGHESE CHAMATHIL, 1 This Flood Statement shall not create liability on the part of the Surveyor. -- CONCRETE 1 1 YHYP •• 1 u'� CO -TRUSTEES, OR THEIR SUCCESSORS IN TRUST, OF . 11 r.• 1 r++ '�- MON. FND. '�- gyp.;ii�EG.1�,L THE CF 678 TRUST, DATED DECEMBER 21, 2018 I I_ �Hwd Au INST. NO. D218279371 1 1 • � TREE CHAR I SARA CHAMATHIL & VARGHESE T100 15" OAK T189 10"OAK T220 15"OAK T251 14" ELM T282 11 "OAK T315 17"TWIN OAK CHAMATHIL, CO -TRUSTEES, OR T101 15" OAK T190 13" OAK T221 13" OAK T252 12" OAK T283 10" OAK T316 18" OAK THEIR SUCCESSORS IN TRUST, T102 16 " OAK T191 24" OAK T222 6" ELM T253 12" OAK T284 11 " OAK T317 15" OAK OF THE CF 678 TRUST, DATED DECEMBER 21, 2018 T103 17" OAK T192 12" OAK T223 24" TWIN ELM T254 16"OAK T285 12" ELM T318 18" OAK INST. NO. D219250417 T105 6"ELM T193 12"OAK T224 13"ELM T255 9"ELM T286 12" ELM T319 13"OAK T106 6"ELM T194 8"OAK T225 18"OAK T256 9"ELM T287 9"OAK T320 12"OAK T107 17" OAK T195 12" ELM T226 11 "ELM T257 17" OAK T288 14" OAK T321 11 "OAK T108 6 " ELM T196 11 " OAK T227 15" ELM T258 10" ELM T289 10" OAK T322 18" OAK T109 6"ELM T197 16" OAK T228 7"OAK T259 15"OAK T290 10"ELM T323 13"TWIN OAK TREE LEGEND T110 19"OAK T198 17"OAK T229 11" ELM T260 15"OAK CLUSTER T291 15"ELM T324 14"OAK The plat of survey hereon is a true, correct and accurate representation of the property as T111 17"OAK T199 14" OAK T230 12" ELM T261 12"OAK T292 9"OAK T325 15"OAK determined by an on the ground survey, subject to any and all easements, reservations and T166 8"OAK T200 18" OAK T231 19"OAK T262 13"OAK T293 12"OAK T326 7"ELM restrictions that may be of record, the lines and dimensions of said property being indicated by the T167 21"OAK T201 14"OAK T232 12"OAK T263 15"OAK T294 10"ELM T327 12"OAK plat. There are no visible encroachments, conflicts, or protrusions except as shown. 0 OAK ELM T168 10"OAK T202 11" OAK T233 12"OAK T264 15"OAK T295 6"ELM T328 6"ELM T169 10"OAK T203 12" OAK T234 13"OAK T265 18"OAK T296 6"ELM T329 17"OAK T170 10" OAK T204 14" OAK T235 9"OAK T266 14" ELM T297 17" OAK T330 15"OAK TREE PRESERVATION ANALYSIS CASE NUMBER CEDAR T171 7" OAK T205 13" OAK T236 10"OAK T267 13" TWIN OAK T298 15" ELM T331 19"OAK T172 8" OAK T206 13" OAK T237 5" CEDAR T268 14" OAK T299 14" OAK T333 10" ELM TOTAL EXISTING TREES SURVEYED - 176 T175 8" OAK T207 12" OAK T238 14" OAK T269 10" ELM T300 10" ELM T334 18" OAK ZA24-0030 T177 14" OAK T208 16" OAK T239 10" OAK T270 9" OAK T303 24" OAK T335 11 " ELM TOTAL EXISTING TREES BEING PRESERVED - 36 T178 8" ELM T209 10" OAK T240 16"OAK (DEAD) T271 9"ELM T304 15" TWIN OAK T336 12"ELM PERCENTAGE OF EXISTING TREES BEING PRESERVED - 20% T179 7" ELM T210 12" OAK T241 8" ELM T272 11 " ELM T305 15" OAK T337 15" ELM T180 6"ELM T211 14" OAK T242 16"OAK T273 14"OAK T306 20" TWIN OAK T338 17"TWIN ELM TOTAL EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED- 66 T181 6 " ELM T212 12" OAK T243 16 " OAK T274 14" OAK T307 10" OAK T339 12" ELM PERCENTAGE OF EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED - 38% PRELIMINARY, THIS DOCUMENT T182 7"ELM T213 13" OAK T244 8"OAK T275 6"ELM T308 17"OAK T340 15"ELM SHALL NOT BE RECORDED T183 6" ELM T214 12" OAK T245 13" ELM T276 17" OAK T309 30" TWIN OAK T341 14" OAK PERCENTAGE OF EXISTING TREE COVER ON SITE (BLUE SHADED AREA)- 45% T184 6"ELM T215 17"OAK T246 13"ELM T277 9"ELM T310 17"OAK MINIMUM PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED PER TREE PRESERVATION FOR ANY PURPOSE T185 12" OAK T216 16"ELM T247 12"TWIN OAK T278 6"ELM T311 15" ELM ORDINANCE- 50% 6/26/2024 T186 17" OAK T217 12" OAK T248 10" ELM T279 10" OAK T312 12" ELM NEW TREES WILL BE PLANTED TO MITIGATE TREES REMOVED IF COVER PERCENTAGE IS BELOW 50% T187 12"TWIN OAK T218 12" ELM T249 17"TWIN ELM T280 12"ELM T313 19"OAK Timothy R. Mankin T188 22"OAK T219 11 "ELM T250 9"OAK T281 15"OAK T314 20"OAK Registered Professional Land Surveyor No. 6122 Errors: The Client or Client's Representatives will have 45 days from the date the survey was \ TREE SURVEY No. DATE REVISION + JOB NO.: 16-0128 PEISER 8e MANKIN SURVEYING, LLC issued to change any misspellings or any errors on the survey report, after this time has DATE: 6/26/2024 SHEET WATER MANHOLE SIGN expired all parties involved must accept the survey as issued. www.peisersurveying.com SUB BOX 00 LIGHT POLE 1 Society of FIELD DATE: 6/20/2024 Texas P 1612 HART STREET COMMERCIAL 1 COPYRIGHT ©PEISER & MANKIN SURVEYING, LLC ALL RIGHTS RESERVED. 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