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Item 6F - Plans6 5 4 3 2 1 DAKOTA'S STEAKHOUSE - SOUTHLAKE 479 N KIMBALL AVE. SOUTHLAKE, TEXAS 76092 ZONING CHANGE RESUBMITTAL — 07/24/2024 F PROJECT DIRECTORY CODE REFERENCES LOCATION MAP PROJECT SCOPE OF WORK F FOR MORE INFORMATION ABOUT THIS PLAN CONTACT: OWNER TIMOTHY ENENY 25 HIGHLAND PARK VILLAGE SUITE 100-500 DALLAS, TX 75205 214-663-4317 TMCENENY@NLGROUP-DALLAS.COM PROPOSED SITE PLAN E rim L C 0 A ARCHITECT DMAC ARCHITECTURE & INTERIORS 1229 EMERSON ST EVANSTON, IL 60201 CONTACT: DWAYNE MACEWEN (847) 905-0944 INFO@DMACARCH.COM 11I = 201-011 0' 20' 40' 80' CIVIL ENGINEERS JQ ENGINEERING / IMEG 100 GLASS STREET DALLAS, TX 75207 CONTACT: OVI SIPOS osipos@jgeng.com (214) 623-5872 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 i 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) 479 N KIMBALL AVE ASSOCIATED NEW PAVED PARKING LOT (TO BE DESIGNED) SOUTHLAKE, TX ASSOCIATED LANDSCAPING (TO BE DESIGNED) • ASSOCIATED UTILITY CONNECTIONS (TO BE DESIGNED) O 20 SHADY LN DENSITY RESIDENTIAL )NING: SF1-A LOT: 5B02D A 14 SHADY LN DENSITY RESIDENTIAL )NING: SF1-A .OT: 5B02D1 10 SHADY LN DENSITY RESIDENTIAL )NING: SF1-A LOT: 5B02C SITE PLAN DATA SUMMARY SITE DATA SUMMARY CHART PROJECT NAME: DAKOTA'S STEAKHOUSE SOUTLAKE PROJECT ADDRESS: 479 N KIMBALL AVENUE SOUTHLAKE, TX 76092 LOT: 5602 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 (STEAKHOUSES 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 1 EXISTING CURB CUT - EXTEN FORTWO-W­AY ENTRY DRIVE' 12 EXISTING SIDEWALK TO REMAIN 13 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 PROPOSED NEW CURB CUT LOCATION FOR NEW 2-WAY ENTRY 19 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 BUFFERYARD - REQUIRED BUFFER YARD 71" - 10' WIDTH - 23 �� PROPOSED LANDSCAPING TO BE DEVELOPED TO MEET RECIRED 328 SHADY LN J.D.: LOW DENSITY RESIDENTIAL ZONING: SF1-A LOT: 5B02A CASE NO. ZA24-0030 E 7 C B A DAKOTA'S SOUTLAKE 479 N KIMBALL AVE SOUTHLAKE, TX 76092 DMDMAC Architecture & Interiors 847.905.0944 1229 Emerson St. Evanston, IL 60201 ACdmacarch.com STAMP a 0 MB OIL, a CRiPPL " ERA HIGHLAND MESA ECOS pa NCHWOOD ANDELL HILL ASTLE S CO �W OD BIR Na00D < OKGF. a RAINTREE 3 NFST GREENBOUGH STEP L ROLLING VMNDJNG CREEK 8 3 ¢ 7, T Y liq a z m F OAK SDKNOLL m l/}}�DAKe a R� U¢ BLw Y m VICINITY MAP REVISION DRAWING LOG 1 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 PROPOSED CONCEPT PLAN AND DATA Sheet CP=l LU N_ U7 I— W W U) N X O co D_ 0 N N O N N ti 6 5 4 3 2 Go gle Maps ithlake Real Estate 7 e Southlake 4 he Dragon v A IV Blownaway Salon Suites 2114 The Tosello Team Realtors with Keller... 0—Ec 211-4 raj 2116 CcmwareAV 7 9 Guthrie Law Firm, PLLC 400 Barger & Associates: ft Allstate Insurance Medrein Health A and Aesthetics T Legacy Eyelids & 9 Ccsmetic Surgery (Dr... O Car Wash Chevron Southlake 49 Chicken Express m LO E Tv DRIVEWAY AREA MAP 479 KIMBALL AVENUE CASE NO. ZA24-0030 �479 KIMBALL AVENUE AVENUE I I I I - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 415 r 0 `n DISTANCE FROM PROPERTY LINE TO GAS STATION DRIVEWAY OATM (Gate r Ten) "BIC REFER TO CONCEPT PLAN. TOTAL DISTANCE TOGAS STATION DRIVEWAY CENTERLINE FROM PROPOSED SOUTH SECONDARY Map 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. ©2024 Google 50 ft 50r—Orr 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) p 0 N p wF O Q J pF �pO IERA i R PPL a PECOS d HIGHLAND MESA o° u BR NCHWOOD ANDELL HILL ASTLE co RLEWOOo BROO WOOD a OKGATE RAINTREE q�NFORFST no z O _ Y GREEN UGH 3 STEPPL WOOD N ROLLING WINDING CREEK 0 0 3 cc w SI w N < O 114 r Of w z m F OAK 3 KNOLL m 3OU `AKe < U Y Z a m LINETYPE TABLE BOUNDARY LINE ADJOINER LINE OHU OVERHEAD SERVICE LINE �aCHAIN LINK FENCE X WIRE FENCE STREET CENTERLINE Z 0 Z GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. POE M•,5.11E FLAN % - Q� m Q Q� l� 0 1 `Z N00'46'35"W I .58'-- - - L=68.95' R=1447.00' D=02'43'48" CB=N00'35'19"E CD=6 94' 3.8, (OUT) L=63.51' 0 R=1353.00'tt��, D=02'41'21" CB=N00'36'33"°cn=r,--Sn'I UN W O a Z W a0 J J Q m p � 3 O SB Y UJ M I H> oQ v 0# Z j 4 „ ;11 Lr) , k�' O Z Z� Q �v Q �m 3.4 I 0 am 0 c D N 0 0 0 C. 0 � c 3.4' OUT L TREE LEGEND t }OAK � ELM CEDAR OURONE LLC AS TO 72% INTEREST 1 AAM PLOT LLC AS TO 18% INTEREST KAZA SOUTHLAKE PROPERTY LLC AS TO 4.75% INTEREST SSNRAJU LLC AS TO 1.75% INTEREST UDITA SOLUTIONS INC AS TO 1.75% INTEREST 3/8' IRF T-iM - 5A30 LLC AS TO 1.75% INTEREST - - - CONTROLLING ' INST. NO. D223100952 MONUMENT ' 1/2 IRSv� N883 00"E 442.99' - - - - - - - - - �IW - - T187 T307 ° T308- HU T111� . T,• T19?..T.t91.: �_ 199. T110: �. T108 r r 7 Z T198 'l +• :S T306 • : L T200 T109 T107. T194 i T304 T305 ti D ASPH T c *, 183 W L) 9 05 1 T180 � X -r 1 l T1 T106 T190 �T303 "�• T185 T189 T18 T175 ( 1 /0 T166 T168 T169 T182 .. T177 19 •� ,P T186 A . ■ .� T201 � � + ti 1/2" IRS +• T103 T203Y J T 7 MT 51 T258 257 •:� • .. \ (TYPI AL) T207 T102 T259 T25 +q T202 f T256.. T204 METAL SHED I 1 100� T20'S IL- (NO FOUNDATION) T260� �T254 /� _ I CITY OF SOUTHLAKE i T2os a s' 1 o INST. NO. D210244732 '- ' T209 6 T310 T309 c • T208 7 .TiUt.. ``. •95:' T210� PROPANE 1 : TANK T261 T211 OHU T212 (�}- I W00 1 i :T21310 • •P WOOD 1 T262 29.7' ORCH /2" IRS - T263 3.6' m 1 247.7' 22 20.4' �T264 •:� T215 1 •� T214 �• 1 r ss 0 1�,fiJ 7 Sf 1 1 T265' •_ T216 ° D N A T267 T22227• .•. I 228 I 23.6' 1 STORY 1 • T341 FRAME T311 7232 '. OT2 , ••� • 30.5' 8.8' 1 T231.•• �• r •� � 10.7' N I r .T234T233• A 1 0 1 4L •: �•:• i 29.2' 112.9' 1 r235 " •'• .'T217 • REMAINDER OF 37 • : �: • •• •• SIEPHEN T. HAGAR 1 VOL. 5885, PG. 82 . r • 312 1 sa�: 2h..� T218 r22r • 1• �758 SO. FT. OR 3.874 ACRES Qs ' 1 -r T244.- -, -r244 '•1A T2I- ti` "-. . T222 L r• T242 T277 T241.. . r•.�.' •. w••i• 243 12 4.5%1111T *% *** ", . .*. . ., .. .. .. . . .). T 6. STM.- .1 T269 T225 .yL T276 �T270 i•T2 ••, ,• .•71•• .•�.• ;.. ... T335 1 I ••S ■ T33 T T339 T338 T271 2pr •1'336 ' 7275 .� 7r T333 �T272 T249 T273 T2 ~ �'• T329 T327 •:• 1 . • . 73J•3 . .:J J. 1 . T274 IOT229 T328 T326 '.I 1 • T2aD •.• T278 252 :J T281 �rY•'f-�+••ti+••4�•+1 A • 1 T282 T287 ' T330 : :'1 T283 T 25 . . AT25 T315 .,,`289 T2 4 ' T28F . T300 T294 . . . . . . . . T324 } T290 . . 6 ti ` Lc. sJ .�292 •. .•. . T316' T293 T291 f T323 T 5 T286' r t i32Q I: T286* T05 • '• r T317 T298T299 - - - - - - - - - - - - - - - - r• - - - - - -. -iv � * T319 J- - .QOINT.QF - - - - - -. -. • _ =�T322' PL �T318 NINU S88'29'02"W 445.87' SARA CHAMATHIL & VARGHESE CHAMATHIL, CONCRETE 1 1 Y N it pad ::.4 CO -TRUSTEES, OR THEIR SUCCESSORS IN TRUST, OF MON. FND. 6J JX • Mh ll C G THE CIF 678 TRUST, DATED DECEMBER 21, 2018 Jdillu U - INST. NO. D218279371 1 ITT 440:R N L L ! i -, L W --r •-- - •-.• z r.I ODES KIM & CHONG ANN KIM INST. NO. D222144520 �1� ■Fii17r � ti t a.1 [ti ti �7T � C �•11'ti I� C JUPIFR �FI•J 1 BIKAL DHAKAL INST. NO. D223104817 0 M Yi1T7 IU 1 3/4" IPF -r CONTROLLING MONUMENT AUL SARA CHAMATHIL & VARGHESE CHAMATHIL, CO -TRUSTEES, OR THEIR SUCCESSORS IN TRUST, OF THE CIF 678 TRUST, DATED DECEMBER 21, 2018 INST. NO. D219250417 This is to certify that I have, this date, made an on the ground tree survey of the property located on 479 North Kimball Avenue in the City of Southlake, Texas, described as follows: Being all that certain 3.874 acre parcel situated in the S. Freeman Survey, Abstract No. 525, City of Southlake, Tarrant County, Texas, and being a portion of that certain tract of land conveyed to Stephen T. Hagar, by deed recorded in Volume 5885, Page 82, Deed Records, Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a concrete monument found for the Southwest corner of the herein described tract, some being in the South line of said Hagar tract, some being the Southeast corner of that certain tract of land conveyed as right-of-way to City of Southlake in Special Warranty Deed recorded under Instrument Number D210244732, Official Public Records, Tarrant County, Texas, same being in the East right-of-way line of North Kimball Avenue (variable width right-of-way); THENCE through the interior of said Hagar tract and along the East right-of-way line of said North Kimball Avenue as follows: North 00 deg. 44 min. 08 sec. West, a distance of 246.03 feet to a 1/2 inch iron rod with red plastic cap stamped "Peiser & Mankin SURV" set (hereinafter referred to as 1/2 inch iron rod set) for the beginning of a curve to the right, having a radius of 1353.00 feet and a central angle of 02 deg. 41 min. 21 sec.; Along said curve to the right, an arc distance of 63.51 feet and a chord bearing and distance of North 00 deg. 36 min. 33 sec. East, 63.50 feet to a 1/2 inch iron rod set for the beginning of a reverse curve to the left, having a radius of 1447.00 feet and a central angle of 02 deg. 43 min. 48 sec.; Along said reverse curve to the left, an arc distance of 68.95 feet and a chord bearing and distance of North 00 deg. 35 min. 19 sec. East, 68.94 feet to a 1/2 inch iron rod set for angle point; North 00 deg. 46 min. 35 sec. West, a distance of 0.58 feet to a 1/2 inch iron rod set for the Northwest corner of the herein described tract, some being in the North line of said Hagar tract, some being the Northeast corner of aforesaid City of Southlake tract, some being in the South line of that certain tract of land conveyed to Ourone LLC, as to 72% interest, AAM Plot LLC, as to 18% interest, Kozo Southlake Property LLC, as to 4.75% interest, SSNRAJU LLC, as to 1.75% interest, UDITA Solutions Inc., as to 1.75% interest, 5A30 LLC, as to 1.75% interest, by deed recorded in Instrument Number D223100952, aforesaid Official Public Records; THENCE North 88 deg. 30 min. 00 sec. East, along the common line of said Hagar tract and said Ourone tract, a distance of 442.99 feet to a 3/8 inch iron rod found for the Northeast corner of said Hagar tract, same being the Northwest corner of that certain tract of land conveyed to Odes Kim & Chong Ann Kim, by deed recorded under Instrument Number D222144520, aforesaid Official Public Records; THENCE South 00 deg. 42 min. 14 sec. East, along the common line of said Hagar tract and said Kim tract, passing at a distance of 142.43 feet a 1/2 inch iron rod found for the Southwest corner of said Kim tract, same being the Northwest corner of that certain tract of land conveyed to Bikal Dhakal, by deed recorded in Instrument Number D223104817, aforesaid Official Public Records, and continuing along the common line of said Hagar tract and said Dhakal tract, a total distance of 378.85 feet to a 3/4 inch inch iron pipe found for the Southeast corner of said Hagar tract, some being the Southwest corner of said Dhakal tract, same being the common north corner of those certain tracts of land conveyed to Sara Chamathil & Varghese Chamathil, Co -Trustees, or their successors in trust, of the CF 678 trust, dated December 21, 2018 by deeds recorded under Instrument Numbers D2219250417 and D218279371, said Official Public Records; THENCE South 88 deg. 29 min. 02 sec. West, along the common line of said Hagar tract and said Chamathil tract, a distance of 445.87 feet to the POINT OF BEGINNING and containing 168,758 square feet or 3.874 acres of computed land, more or less. NOTES: 1. IRF - Iron Rod Found 2. IRS - Iron Rod Set w/ "PEISER & MANKIN SURV" red plastic cap 3. IPF - Iron Pipe Found 4. Basis of Bearing - Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone 4202; NAD83 (2011) Epoch 2010) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) Methods. An average Combination Factor of 1.0001499 was used to scale grid coordinates and distances to surface. 5. This property has not been abstracted per the client's request, and this survey was performed without the benefit of a title commitment, all easements may not be shown. 6. The sole purpose of this tree survey is to show trees in the area depicted on this tree survey. This tree survey is not intended for any other use by this or any other party. FLOOD CERTIFICATE As determined by the FLOOD INSURANCE RATE MAPS for Tarrant County, the subject property Does Not appear to lie within a Special Flood Hazard Area (100 Year Flood), Map date 9/25/2009 Community Panel No. 48439CO105K subject lot is located in Zone Y. If this site is not within an identified flood hazard area, this Flood Statement does not imply that the property and/or structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This Flood Statement shall not create liability on the part of the Surveyor. The plat of survey hereon is a true, correct and accurate representation of the property as determined by an on the ground survey, subject to any and all easements, reservations and restrictions that may be of record, the lines and dimensions of said property being indicated by the plat. There are no visible encroachments, conflicts, or protrusions except as shown. TREE PRESERVATION ANALYSIS TOTAL EXISTING TREES SURVEYED - 176 TOTAL EXISTING TREES BEING PRESERVED - 36 PERCENTAGE OF EXISTING TREES BEING PRESERVED - 20% TOTAL EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED- 66 PERCENTAGE OF EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED - 38% PERCENTAGE OF EXISTING TREE COVER ON SITE (BLUE SHADED AREA)- 45% MINIMUM PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED PER TREE PRESERVATION ORDINANCE- 50% NEW TREES WILL BE PLANTED TO MITIGATE TREES REMOVED IF COVER PERCENTAGE IS BELOW 50% CASE NUMBER ZA24-0030 PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE 6/26/2024 Timothy R. Mankin Registered Professional Land Surveyor No. 6122 ___)/00 r� LEGEND 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 & MANKIN SURVEYING, LLC issued to change any misspellings or any errors on the survey report, after this time has DATE: 6/26/2024 SHEET o❑ GAS METER y!. FIRE HYDRANT ® WATER MANHOLE SIGN expired all parties involved must accept the survey as issued. www.peisersurveying.com 'd IRR. CONTROL VALVE O WATER METER s6 SUB BOX 0�a LIGHT POLE 1 FIELD DATE: 6/20/2024 Texas 1612 HART STREET COMMERCIAL y 1 61 TELEPHONE PEDESTAL FUEL PORT OT TELEPHONE MANHOLE JUNCTION BOX COPYRIGHT ©PEISER & MANKIN SURVEYING, LLC ALL RIGHTS RESERVED. NO PART OF THIS SCALE: 1" = 30' P SUITE 201 RESIDENTIAL Societ of � POWER POLE WATER VALVE OH SWB MANHOLE 0 CONCRETE s Professional li4 DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR 479 NORTH RTH K I M BALL AVENUE 2• SOUTHLAKE, TEXAS 76092 BOUNDARIES Surveyors OF < DOWN GUY ® TRANSFORMER PAD © GAS MANHOLE 0 BOLLARD STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT FIELD: J.W. /� LLC 817-481-1806 (0) TOPOGRAPHY OS S.S. MANHOLE O ELECTRIC METER ❑v VAULT �x7, COVERED AREA THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. COPIES OF THIS SURVEY WITHOUT THE DRAWN: J.M.N. MORTGAGE . SOUTHLAKE TEXAS 76092 1 CLEAN OUT �D STORM DRAIN MANHOLE (�, HANDICAP SPACE A/� A/C PAD ORIGINAL SIGNATURE ARE NOT VALID3• CHECKED: T.R.M. tmankinC�peisersurveying.com FIRM No. 100999-00 Member Since 1977 � TREE CHART T100 15" OAK T189 10" OAK T220 15"OAK T251 14" ELM T282 11 "OAK T315 17"TWIN OAK T101 15" OAK T190 13"OAK T221 13"OAK T252 12"OAK T283 10" OAK T316 18"OAK T102 16 " OAK T191 24" OAK T222 6" ELM T253 12" OAK T284 11 " OAK T317 15" OAK T103 17" OAK T192 12" OAK T223 24" TWIN ELM T254 16"OAK T285 12" ELM T318 18" OAK 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 T110 19" OAK T198 17" OAK T229 11 " ELM T260 15" OAK CLUSTER T291 15" ELM T324 14" OAK T111 17"OAK T199 14" OAK T230 12" ELM T261 12"OAK T292 9"OAK T325 15"OAK T166 8"OAK T200 18" OAK T231 19"OAK T262 13"OAK T293 12"OAK T326 7"ELM T167 21"OAK T201 14"OAK T232 12"OAK T263 15"OAK T294 10"ELM T327 12"OAK 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 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 T175 8"OAK T207 12"OAK T238 14"OAK T269 10"ELM T300 10"ELM T334 18"OAK T177 14"OAK T208 16"OAK T239 10" OAK T270 9"OAK T303 24"OAK T335 11"ELM T178 8"ELM T209 10"OAK T240 16"OAK (DEAD) T271 9"ELM T304 15"TWIN OAK T336 12"ELM 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 T181 6"ELM T212 12"OAK T243 16"OAK T274 14"OAK T307 10"OAK T339 12"ELM T182 7"ELM T213 13" OAK T244 8"OAK T275 6"ELM T308 17"OAK T340 15"ELM T183 6"ELM T214 12"OAK T245 13"ELM T276 17"OAK T309 30"TWIN OAK T341 14"OAK T184 6"ELM T215 17"OAK T246 13"ELM T277 9"ELM T310 17"OAK T185 12"OAK T216 16"ELM T247 12"TWIN OAK T278 6"ELM T311 15"ELM T186 17"OAK T217 12"OAK T248 10"ELM T279 10"OAK T312 12"ELM T187 12"TWIN OAK T218 12"ELM T249 17"TWIN ELM T280 12"ELM T313 19"OAK T188 22"OAK T219 11 "ELM T250 9"OAK T281 15"OAK T314 20"OAK '%N � mil^ •:.a •* ti • Y{ �•Y' ti'./a: 1� .-' - ^T Y,' f � r .flli r`V'. �i` .r s 'I L. � ,55 •y 5 '� ',ti , - I -• � • ' �.� �,� r{ � •i4 �ll f..Y ' 5 F r I y f 4 ,�a5.' IYY:` ,•.� �n y` „5 '- 7�i+ 'ij ;rA I "4'' I "I. '''i�' }I III��11. �J �'+ i;� .tiJ��. '1' �,i. , \', },: µ:�� Y. IIY• ..I - -, f ••. t•^ i� 4 r ♦ N 4r� J+� + 'I y5 64 !� i ,'kki `. ''',,YS'SJ1�IIt, Lt "�f•.tr r' 'r 1+ 7 { k - • 4'r.. �F` ' .I 5 .�" •y r ' .. �5.,. ' .i:..�.i� �I ' r .� 4r� � !�' .I ,5 f y r{Tlr 1 i� •Y.: 1.k ,'.'�� ,4� •1 .{ - + � • r .1 � �� y1� �� ' i 5 I .F• , ICI r .Y f' ry �'Ir�• �•I � I{:� ��{ r' y �I 11';!I • �7..1a III � LI +,' +- .. ' �.. .-- -. .'f. _ _ _ .. •�.?�k � _ � �. .. I _ 4- ._ �s� 5 .�7 Iki '+--- I. _ . _ i.- � .14 .. I. � _�S} �I. r�.. � •� - 11 5 Yz VL #F i� k � , } ti • ,r x F lL• 4 f y � F f J I t 1 +i a A ta / T e r J i i J i Case Number ZA24-0030 Patio View at Restaurant D A A DMAC 479 Kimball Avenue - Zoning Change Submittal Page 2 Architecture AC & Interiors (C) 2024 ALL RIGHTS RESERVED DMAC ARCHITECTURE & INTERIORS Case Number ZA24-0 0 30 Bird's Eye View from North West 479 Kimball Avenue - Zoning Change Submittal (C) 2024 ALL RIGHTS RESERVED DMAC ARCHITECTURE & INTERIORS DMAC Page 3 �A A Architecture AC & Interiors VICINITY MAP (NOT TO SCALE) p 0 N p wF O Q J pF �pO IERA i R PPL a PECOS d HIGHLAND MESA o° u BR NCHWOOD ANDELL HILL ASTLE co RLEWOOo BROO WOOD a OKGATE RAINTREE q�NFORFST no z O _ Y GREEN UGH 3 STEPPL WOOD N ROLLING WINDING CREEK 0 0 3 cc w SI w N < O 114 r Of w z m F OAK 3 KNOLL m 3OU `AKe < U Y Z a m LINETYPE TABLE BOUNDARY LINE ADJOINER LINE OHU OVERHEAD SERVICE LINE �aCHAIN LINK FENCE X WIRE FENCE STREET CENTERLINE Z 0 Z GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. POE M•,5.11E FLAN % - Q� m Q Q� l� 0 1 `Z N00'46'35"W I .58'-- - - L=68.95' R=1447.00' D=02'43'48" CB=N00'35'19"E CD=6 94' 3.8, (OUT) L=63.51' 0 R=1353.00'tt��, D=02'41'21" CB=N00'36'33"°cn=r,--Sn'I UN W O a Z W a0 J J Q m p � 3 O SB Y UJ M I H> oQ v 0# Z j 4 „ ;11 Lr) , k�' O Z Z� Q �v Q �m 3.4 I 0 am 0 c D N 0 0 0 C. 0 � c 3.4' OUT L TREE LEGEND t }OAK � ELM CEDAR OURONE LLC AS TO 72% INTEREST 1 AAM PLOT LLC AS TO 18% INTEREST KAZA SOUTHLAKE PROPERTY LLC AS TO 4.75% INTEREST SSNRAJU LLC AS TO 1.75% INTEREST UDITA SOLUTIONS INC AS TO 1.75% INTEREST 3/8' IRF T-iM - 5A30 LLC AS TO 1.75% INTEREST - - - CONTROLLING ' INST. NO. D223100952 MONUMENT ' 1/2 IRSv� N883 00"E 442.99' - - - - - - - - - �IW - - T187 T307 ° T308- HU T111� . T,• T19?..T.t91.: �_ 199. T110: �. T108 r r 7 Z T198 'l +• :S T306 • : L T200 T109 T107. T194 i T304 T305 ti D ASPH T c *, 183 W L) 9 05 1 T180 � X -r 1 l T1 T106 T190 �T303 "�• T185 T189 T18 T175 ( 1 /0 T166 T168 T169 T182 .. T177 19 •� ,P T186 A . ■ .� T201 � � + ti 1/2" IRS +• T103 T203Y J T 7 MT 51 T258 257 •:� • .. \ (TYPI AL) T207 T102 T259 T25 +q T202 f T256.. T204 METAL SHED I 1 100� T20'S IL- (NO FOUNDATION) T260� �T254 /� _ I CITY OF SOUTHLAKE i T2os a s' 1 o INST. NO. D210244732 '- ' T209 6 T310 T309 c • T208 7 .TiUt.. ``. •95:' T210� PROPANE 1 : TANK T261 T211 OHU T212 (�}- I W00 1 i :T21310 • •P WOOD 1 T262 29.7' ORCH /2" IRS - T263 3.6' m 1 247.7' 22 20.4' �T264 •:� T215 1 •� T214 �• 1 r ss 0 1�,fiJ 7 Sf 1 1 T265' •_ T216 ° D N A T267 T22227• .•. I 228 I 23.6' 1 STORY 1 • T341 FRAME T311 7232 '. OT2 , ••� • 30.5' 8.8' 1 T231.•• �• r •� � 10.7' N I r .T234T233• A 1 0 1 4L •: �•:• i 29.2' 112.9' 1 r235 " •'• .'T217 • REMAINDER OF 37 • : �: • •• •• SIEPHEN T. HAGAR 1 VOL. 5885, PG. 82 . r • 312 1 sa�: 2h..� T218 r22r • 1• �758 SO. FT. OR 3.874 ACRES Qs ' 1 -r T244.- -, -r244 '•1A T2I- ti` "-. . T222 L r• T242 T277 T241.. . r•.�.' •. w••i• 243 12 4.5%1111T *% *** ", . .*. . ., .. .. .. . . .). T 6. STM.- .1 T269 T225 .yL T276 �T270 i•T2 ••, ,• .•71•• .•�.• ;.. ... T335 1 I ••S ■ T33 T T339 T338 T271 2pr •1'336 ' 7275 .� 7r T333 �T272 T249 T273 T2 ~ �'• T329 T327 •:• 1 . • . 73J•3 . .:J J. 1 . T274 IOT229 T328 T326 '.I 1 • T2aD •.• T278 252 :J T281 �rY•'f-�+••ti+••4�•+1 A • 1 T282 T287 ' T330 : :'1 T283 T 25 . . AT25 T315 .,,`289 T2 4 ' T28F . T300 T294 . . . . . . . . T324 } T290 . . 6 ti ` Lc. sJ .�292 •. .•. . T316' T293 T291 f T323 T 5 T286' r t i32Q I: T286* T05 • '• r T317 T298T299 - - - - - - - - - - - - - - - - r• - - - - - -. -iv � * T319 J- - .QOINT.QF - - - - - -. -. • _ =�T322' PL �T318 NINU S88'29'02"W 445.87' SARA CHAMATHIL & VARGHESE CHAMATHIL, CONCRETE 1 1 Y N it pad ::.4 CO -TRUSTEES, OR THEIR SUCCESSORS IN TRUST, OF MON. FND. 6J JX • Mh ll C G THE CIF 678 TRUST, DATED DECEMBER 21, 2018 Jdillu U - INST. NO. D218279371 1 ITT 440:R N L L ! i -, L W --r •-- - •-.• z r.I ODES KIM & CHONG ANN KIM INST. NO. D222144520 �1� ■Fii17r � ti t a.1 [ti ti �7T � C �•11'ti I� C JUPIFR �FI•J 1 BIKAL DHAKAL INST. NO. D223104817 0 M Yi1T7 IU 1 3/4" IPF -r CONTROLLING MONUMENT AUL SARA CHAMATHIL & VARGHESE CHAMATHIL, CO -TRUSTEES, OR THEIR SUCCESSORS IN TRUST, OF THE CIF 678 TRUST, DATED DECEMBER 21, 2018 INST. NO. D219250417 This is to certify that I have, this date, made an on the ground tree survey of the property located on 479 North Kimball Avenue in the City of Southlake, Texas, described as follows: Being all that certain 3.874 acre parcel situated in the S. Freeman Survey, Abstract No. 525, City of Southlake, Tarrant County, Texas, and being a portion of that certain tract of land conveyed to Stephen T. Hagar, by deed recorded in Volume 5885, Page 82, Deed Records, Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a concrete monument found for the Southwest corner of the herein described tract, some being in the South line of said Hagar tract, some being the Southeast corner of that certain tract of land conveyed as right-of-way to City of Southlake in Special Warranty Deed recorded under Instrument Number D210244732, Official Public Records, Tarrant County, Texas, same being in the East right-of-way line of North Kimball Avenue (variable width right-of-way); THENCE through the interior of said Hagar tract and along the East right-of-way line of said North Kimball Avenue as follows: North 00 deg. 44 min. 08 sec. West, a distance of 246.03 feet to a 1/2 inch iron rod with red plastic cap stamped "Peiser & Mankin SURV" set (hereinafter referred to as 1/2 inch iron rod set) for the beginning of a curve to the right, having a radius of 1353.00 feet and a central angle of 02 deg. 41 min. 21 sec.; Along said curve to the right, an arc distance of 63.51 feet and a chord bearing and distance of North 00 deg. 36 min. 33 sec. East, 63.50 feet to a 1/2 inch iron rod set for the beginning of a reverse curve to the left, having a radius of 1447.00 feet and a central angle of 02 deg. 43 min. 48 sec.; Along said reverse curve to the left, an arc distance of 68.95 feet and a chord bearing and distance of North 00 deg. 35 min. 19 sec. East, 68.94 feet to a 1/2 inch iron rod set for angle point; North 00 deg. 46 min. 35 sec. West, a distance of 0.58 feet to a 1/2 inch iron rod set for the Northwest corner of the herein described tract, some being in the North line of said Hagar tract, some being the Northeast corner of aforesaid City of Southlake tract, some being in the South line of that certain tract of land conveyed to Ourone LLC, as to 72% interest, AAM Plot LLC, as to 18% interest, Kozo Southlake Property LLC, as to 4.75% interest, SSNRAJU LLC, as to 1.75% interest, UDITA Solutions Inc., as to 1.75% interest, 5A30 LLC, as to 1.75% interest, by deed recorded in Instrument Number D223100952, aforesaid Official Public Records; THENCE North 88 deg. 30 min. 00 sec. East, along the common line of said Hagar tract and said Ourone tract, a distance of 442.99 feet to a 3/8 inch iron rod found for the Northeast corner of said Hagar tract, same being the Northwest corner of that certain tract of land conveyed to Odes Kim & Chong Ann Kim, by deed recorded under Instrument Number D222144520, aforesaid Official Public Records; THENCE South 00 deg. 42 min. 14 sec. East, along the common line of said Hagar tract and said Kim tract, passing at a distance of 142.43 feet a 1/2 inch iron rod found for the Southwest corner of said Kim tract, same being the Northwest corner of that certain tract of land conveyed to Bikal Dhakal, by deed recorded in Instrument Number D223104817, aforesaid Official Public Records, and continuing along the common line of said Hagar tract and said Dhakal tract, a total distance of 378.85 feet to a 3/4 inch inch iron pipe found for the Southeast corner of said Hagar tract, some being the Southwest corner of said Dhakal tract, same being the common north corner of those certain tracts of land conveyed to Sara Chamathil & Varghese Chamathil, Co -Trustees, or their successors in trust, of the CF 678 trust, dated December 21, 2018 by deeds recorded under Instrument Numbers D2219250417 and D218279371, said Official Public Records; THENCE South 88 deg. 29 min. 02 sec. West, along the common line of said Hagar tract and said Chamathil tract, a distance of 445.87 feet to the POINT OF BEGINNING and containing 168,758 square feet or 3.874 acres of computed land, more or less. NOTES: 1. IRF - Iron Rod Found 2. IRS - Iron Rod Set w/ "PEISER & MANKIN SURV" red plastic cap 3. IPF - Iron Pipe Found 4. Basis of Bearing - Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone 4202; NAD83 (2011) Epoch 2010) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) Methods. An average Combination Factor of 1.0001499 was used to scale grid coordinates and distances to surface. 5. This property has not been abstracted per the client's request, and this survey was performed without the benefit of a title commitment, all easements may not be shown. 6. The sole purpose of this tree survey is to show trees in the area depicted on this tree survey. This tree survey is not intended for any other use by this or any other party. FLOOD CERTIFICATE As determined by the FLOOD INSURANCE RATE MAPS for Tarrant County, the subject property Does Not appear to lie within a Special Flood Hazard Area (100 Year Flood), Map date 9/25/2009 Community Panel No. 48439CO105K subject lot is located in Zone Y. If this site is not within an identified flood hazard area, this Flood Statement does not imply that the property and/or structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This Flood Statement shall not create liability on the part of the Surveyor. The plat of survey hereon is a true, correct and accurate representation of the property as determined by an on the ground survey, subject to any and all easements, reservations and restrictions that may be of record, the lines and dimensions of said property being indicated by the plat. There are no visible encroachments, conflicts, or protrusions except as shown. TREE PRESERVATION ANALYSIS TOTAL EXISTING TREES SURVEYED - 176 TOTAL EXISTING TREES BEING PRESERVED - 36 PERCENTAGE OF EXISTING TREES BEING PRESERVED - 20% TOTAL EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED- 66 PERCENTAGE OF EXISTING TREES BEING PRESERVED OR POTENTIALLY BEING PRESERVED - 38% PERCENTAGE OF EXISTING TREE COVER ON SITE (BLUE SHADED AREA)- 45% MINIMUM PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED PER TREE PRESERVATION ORDINANCE- 50% NEW TREES WILL BE PLANTED TO MITIGATE TREES REMOVED IF COVER PERCENTAGE IS BELOW 50% CASE NUMBER ZA24-0030 PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE 6/26/2024 Timothy R. Mankin Registered Professional Land Surveyor No. 6122 ___)/00 r� LEGEND 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 & MANKIN SURVEYING, LLC issued to change any misspellings or any errors on the survey report, after this time has DATE: 6/26/2024 SHEET o❑ GAS METER y!. FIRE HYDRANT ® WATER MANHOLE SIGN expired all parties involved must accept the survey as issued. www.peisersurveying.com 'd IRR. CONTROL VALVE O WATER METER s6 SUB BOX 0�a LIGHT POLE 1 FIELD DATE: 6/20/2024 Texas 1612 HART STREET COMMERCIAL y 1 61 TELEPHONE PEDESTAL FUEL PORT OT TELEPHONE MANHOLE JUNCTION BOX COPYRIGHT ©PEISER & MANKIN SURVEYING, LLC ALL RIGHTS RESERVED. NO PART OF THIS SCALE: 1" = 30' P SUITE 201 RESIDENTIAL Societ of � POWER POLE WATER VALVE OH SWB MANHOLE 0 CONCRETE s Professional li4 DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR 479 NORTH RTH K I M BALL AVENUE 2• SOUTHLAKE, TEXAS 76092 BOUNDARIES Surveyors OF < DOWN GUY ® TRANSFORMER PAD © GAS MANHOLE 0 BOLLARD STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT FIELD: J.W. /� LLC 817-481-1806 (0) TOPOGRAPHY OS S.S. MANHOLE O ELECTRIC METER ❑v VAULT �x7, COVERED AREA THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. COPIES OF THIS SURVEY WITHOUT THE DRAWN: J.M.N. MORTGAGE . SOUTHLAKE TEXAS 76092 1 CLEAN OUT �D STORM DRAIN MANHOLE (�, HANDICAP SPACE A/� A/C PAD ORIGINAL SIGNATURE ARE NOT VALID3• CHECKED: T.R.M. tmankinC�peisersurveying.com FIRM No. 100999-00 Member Since 1977 � TREE CHART T100 15" OAK T189 10" OAK T220 15"OAK T251 14" ELM T282 11 "OAK T315 17"TWIN OAK T101 15" OAK T190 13"OAK T221 13"OAK T252 12"OAK T283 10" OAK T316 18"OAK T102 16 " OAK T191 24" OAK T222 6" ELM T253 12" OAK T284 11 " OAK T317 15" OAK T103 17" OAK T192 12" OAK T223 24" TWIN ELM T254 16"OAK T285 12" ELM T318 18" OAK 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 T110 19" OAK T198 17" OAK T229 11 " ELM T260 15" OAK CLUSTER T291 15" ELM T324 14" OAK T111 17"OAK T199 14" OAK T230 12" ELM T261 12"OAK T292 9"OAK T325 15"OAK T166 8"OAK T200 18" OAK T231 19"OAK T262 13"OAK T293 12"OAK T326 7"ELM T167 21"OAK T201 14"OAK T232 12"OAK T263 15"OAK T294 10"ELM T327 12"OAK 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 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 T175 8"OAK T207 12"OAK T238 14"OAK T269 10"ELM T300 10"ELM T334 18"OAK T177 14"OAK T208 16"OAK T239 10" OAK T270 9"OAK T303 24"OAK T335 11"ELM T178 8"ELM T209 10"OAK T240 16"OAK (DEAD) T271 9"ELM T304 15"TWIN OAK T336 12"ELM 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 T181 6"ELM T212 12"OAK T243 16"OAK T274 14"OAK T307 10"OAK T339 12"ELM T182 7"ELM T213 13" OAK T244 8"OAK T275 6"ELM T308 17"OAK T340 15"ELM T183 6"ELM T214 12"OAK T245 13"ELM T276 17"OAK T309 30"TWIN OAK T341 14"OAK T184 6"ELM T215 17"OAK T246 13"ELM T277 9"ELM T310 17"OAK T185 12"OAK T216 16"ELM T247 12"TWIN OAK T278 6"ELM T311 15"ELM T186 17"OAK T217 12"OAK T248 10"ELM T279 10"OAK T312 12"ELM T187 12"TWIN OAK T218 12"ELM T249 17"TWIN ELM T280 12"ELM T313 19"OAK T188 22"OAK T219 11 "ELM T250 9"OAK T281 15"OAK T314 20"OAK