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Item 7A - Plans
�r 21'-12 � 1 22'-0" 21'-5" \' ----------------'--------' _ _ _ -N 00'67'52" W 1fi4.54'---"-'-- ' OQ Go( _ \ 11 II o- a 0 01317 11"LIVE OM OAK � 20'-4" ---_— — 40 X 20 POOL I, 11 �� - 1314 f� - 34'CEDA LM — ------ F__ _ - eu— m�,,,, I c NOTE: . w EXACT 3 e 1 N P II 1 n OPOS "POSTO � D Q HOUSE i1�-c - _ UW R DE rn -- ----.��.�� 11-- II -' a i m o DESIGN Of N _ If -L6ARICA PINE A N D 1313 13"HACKBERRY I LOCATION 12'HACKBERRV TBD WROUGHT g IRON FEN AND G E - --- ------ I t_s�� NOTE: I EXACT FENCE, o GATE, DRIVEWAY TO BE IN CITY COMPLIANCE, ETC. CITY OF SOUTHLAKE TARRANT COUNTY, TX SITE PLAN SCALE: 1" = 20'-0' FOR PLATTING PURPOSES DATE: 9 AUG 2024 0 Z) Z Z uZ W J C) LLI LLI W in Z 0 W 2 0_ O DC U � w Z p Z w m sp. I OF 1 SHEETS I L U Wo x LOT 21, o O.W. KNIGHT NO. 899 ADDITION CAB. A, SLIDE 9459 P.R.T.C.T. I Uwe I 1? U,w ° ° 1 ° 4 LOT 6, n o m ° 1 scZo \ BLOCK 5 a ZONE ° O 4\ \ 'o- h SIGNAL °� ° o' ° El 5' U.E. 1 \ \ v om / I CAB. A, SLIDE 9459 METAL P.R.T.C.T. — — — — — — — — — — — — — — — — — ❑ — — — \ \ �m — — — — — — — — —I— — — — — — — — — — — — — — — — �EENCI- — — — — — — — — — -0-0-0 0 0 0 o—Io _ N 89019'59" E 264.00' 27.77' 4 � 236.23' 1/2" IR� VEL p p (LEANING) / N �2�- I - VERSAILLES 0 �ti� WnET A O ap CAB. A, PG. 2989 00P.R.T.C.T. / 20'B.L_(PER PROPOSED ZONE SF-30) IJJ G W7p° 7A G METAL METAL ° ° OVER G AVEL / FENCE 1305 / 1303 6 � N ° a Al � , y-A - -� \ \ ° SIDEWALK \ R ILIN 1316 x-TIE w ? \ 0 O W>�L ° V__�XF oCOVE ED °�O�o CONC ETE PATIO �/ —� ��CIRS LL R.O.W. DEDICATION ° \ \\ BLOCK ��— - - z 11 JLU ° --ti 62. 1302 0.052 ACRES \ \ O D EL I m ANDXBONNIE HENNUM /%////i / w v O o U w 0 LO d I o CALLED 1.046 ACRES % �° 2,259 SQ. FT. \ Q v -* a / \ A=15°43'21" \ rn a I to DOC. NO. D224064831 / / • R=644.00' 25 CO p ~ U a O.P.R.T.C.T. PROPOSED / 'O 5 \ c� U HOUSE / o\W y9�' L=176.72' , ° p CO I iv i 1317 / % m W CB=S21°4T13"E N° ° = a a I ti I PROPOSED LOT 1, BLOCK A ; Noy C=176.16' ,'n �02 \ \ ° �� \ �00 EXISTING / 2 -�L \ Z I o 0.995 ACRES 1STORY / "X ' �� \ Y p it,n nvwc o Z / 43 324 SQ. FT. w O o o�� �o �, A=10°08'49" o s ° o �_ ��_ R=635.00' 145.4' o O O o0 00 0o O ' ...,.....\....\ `" 0 0 0 o O o L=112.46 AN 0 0 0 0o 0 O o 0 0 `CB=S24°58'59"E A o° ° 1315— o 0 0 0 0 0 0 0 \ v \ R8ELo o cLU z>I o 0 o C=112.31' G ° O Q O\ O w �, \ ° ti / o0 00 00 �o 00 00 o<> }P 0 0 = Xw o CONCR o 0 0 0 o c0 o o ° �\ METAL PA of FENCE / <u O ° IV � a O I / 1314 / b �g 120.9' PROPOSED DRIVEWAY I�0 / II C 1 WOOD O 20' B.L. (PER PROPOSED ZONE SF-30) �\ C- /1, 1307 0"T I / 5' U1311 0 .E. I �, 0 1313 1312 1308 ZW P.O.B. CAB. A, SLIDE 9459 - �' �. \ / I C i ,,, OHE OHE 0 1310 1309 O PKS _ .. P.R.T.C.T. — — — � " / " FENCE METAL OHE 1306 ® o "' V ------------- 3---- 1/2IRF 1�c I Y10.68' a OHE _ (PASS AT 256.09') OHE v 299.3 OHE = S 89�1 T36" W 310.01' OHE o— OHE OHE / OHE - OHE OHE — -- _ — — — — — — — —• — — —MAG NAIL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a WOOD FND. N ° FENCE ° o ° 5' U.E. I CAB. A, SLIDE 1459 ° SIDE ALK ASPH LT P.R.T.C.T. I / p \ ° I PAVING a:-522— ° \ ° / BRICK CHURCH / I m m cn n BUILDING / N 1 � ml� U J o � " ¢ a Iu Z 0 Q W U O_ ~Q � O ( FIRST BAPTIST CHURCH \ 0 LU � Z OF SOUTHLAKE \ O.W. KNIGHT NOT 2,O. 899 ADDITION I I o U) Q CALLED 0.339 ACRES CAB. A, SLIDE 1459 Q VOL. 12409, PG. 830 a O.P.R.T.C.T. P.R.T.C.T. I O m w U � Q \ I I \ h1 W E S GRAPHIC SCALE IN FEET 20' 0 10, 20' 40' 1 " = 20" @ 24X36 LEGEND BOUNDARY LINE [MBI MAIL BOX Q A/C UNIT EASEMENT LINE SANITARY SEWER CLEAN OUT 0 MONUMENT SET BUILDING LINE OS SANITARY SEWER MANHOLE 0 MONUMENT FOUND —0-0— METAL FENCE s0 SEPTIC LID P.L.E. PRIVATE LANDSCAPE EASEMENT /// WOOD FENCE © GAS METER U.E. UTILITY EASEMENT OHE OVERHEAD UTILITY LINE UTILITY POLE B.L. BUILDING SETBACK LINE CONCRETE PAVEMENT --u— SIGN CIRS 1/2" IRON ROD W/ "TRINITY 6854"CAP SET o o o GRAVEL 0 ELECTRIC METER IRF IRON ROD FOUND WALL � FIRE HYDRANT CIRF IRON ROD W/ A CAP FOUND BUILDING / HOUSE ® WATER METER XF "X" CUT IN CONCRETE FOUND COVERED AREA / OVERHANG D4 WATER VALVE P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS ZONING: CURRENT ZONING: ZONE AG: Agricultural District PROPOSED ZONING: ZONE SF-30: Single Family Residential District Minimum Buildinq Setbacks: Front Yard: 35' Side Yard: 20' Rear Yard: 40' TREE TABLE I TAG SIZE COMMON/SCIENTIFIC NAME 11301 18 BRADFORD PEAR / PYRUS CALLERYANA 11302 18 ELDARICA PIN / PINUS BRUTIA VAR. ELDARICA 11303 8 EASTERN REDBUD / CERCIS CANADENSIS 11304 42 LIVE OAK / QUERCUS VIRGINIANA 11305 24 ELDARICA PIN / PINUS BRUTIA VAR. ELDARICA 11306 17 HACKBERRY / CELTIS OCCIDENTALIS 11307 11 HACKBERRY / CELTIS OCCIDENTALIS 1130811.5,9 HACKBERRY / CELTIS OCCIDENTALIS 11309 13 HACKBERRY / CELTIS OCCIDENTALIS 11310 8,8,7 HACKBERRY / CELTIS OCCIDENTALIS 11311 9,9 HACKBERRY / CELTIS OCCIDENTALIS 11312 12 HACKBERRY / CELTIS OCCIDENTALIS 11313 13 HACKBERRY / CELTIS OCCIDENTALIS 11314 34 CEDAR ELM / ULMUS CRASSIFOLIA 11315 31 COTTONWOOD / POPULUS DELTOIDES 11316 13 POST OAK / QUERCUS STELLATA 11317 11 LIVE OAK / QUERCUS VIRGINIANA CATEGORY CONDITION GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD DESCRIPTION BEING a tract of land situated in the O.W. Knight Survey, Abstract No. 899 and the J.W. Hale Survey, Abstract No. 803, in the City of Southlake, Tarrant County, Texas and being all of the first tract described, and the second tract, a called 0.050 acre tract, both described in a Warranty Deed to Gert J. Seidel, as recorded in Document No. D205247660 of the Official Public Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a PK nail with washer, set in the asphalt pavement of S. Carroll Avenue, a variable width right-of-way, for the northeast corner of a called 0.339 acre tract described in a Special Warranty Deed to First Baptist Church of Southlake and the southeast corner of said second tract, same being the southwest right-of-way line of said S. Carroll Avenue, according to the plat of Versailles, as recorded in Cabinet A, Slide 2989 of the Plat Records of said county; THENCE South 89°17'36" West, leaving said southwest right-of-way line and along the south line of said second tract and the north line of said 0.339 acre tract passing at a distance of 46.01 feet the southwest corner of said second tract and the northwest corner of said 0.339 acre tract same being the ,p g g northeast corner of Lot 2, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 1459 of the Plat Records of said county and the southeast corner of said first tract, and passing at a distance of 256.09 feet, a 1/2 inch iron rod found, and continuing for a total distance of 310.01 feet to a mag nail found for the southeast corner of Lot 21, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 9459 of said Plat Records, and the southwest corner of said first tract; THENCE North 00 47 52 West, leaving the north line of said Lot 2 and along the most southerly east line of said Lot 21 and the west line of said first tract, a distance of 164.54 feet to a 1/2 inch iron rod found for an inner "L" corner of said Lot 21 and the northwest corner of said first tract; THENCE North 89'19'59" East, along the most easterly south line of said Lot 21 and the north line of said first tract, passing at a distance of 240.27 feet, the southwest corner of a right-of-way dedication, according to said plat recorded in Cabinet A, Slide 9459, and continuing for a total distance of 264.00 feet to a PK nail with washer, set in the asphalt pavement of the aforementioned S. Carroll Avenue, for the southeast corner of said Cabinet A, Slide 9459 and the northeast corner of said first tract, same being the west right-of-way line of said S. Carroll Avenue according to the aforementioned plat recorded in Cabinet A, Slide 2989; THENCE South 00°47'52" East, along said right-of-way line and the east line of said first tract ,a distance of 61.98 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set at the beginning of a non -tangent curve to the left, having a central angle of 10°08'49", a radius of 635.00 feet, and a chord bearing and distance of South 24°58'59" East, 112.31 feet, same being the north corner of the aforementioned second tract; THENCE, along the easterly line of said second tract, the westerly right-of-way line of said S. Carroll Avenue, and along said curve, an arc distance of 112.46 feet to the POINT OF BEGINNING and containing 45,583 square Feet or 1.046 acres of land, more or less. Surveyor's Notes: Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS network (GEOID18). Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. No investigation has been made by this firm into current zoning requirements There are no visible conflicts or protrusions, except as shown. fences may be meandering. A portion of the surveyed property is within the constructed roadway of S. Carroll Avenue, as shown hereon. FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439CO095K for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the 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. CONCEPT PLAN 1.046 ACRES 920 S. CARROLL AVENUE O.W. KNIGHT SURVEY, ABSTRACT NO. 899, J.W. HALE SURVEY, ABSTRACT NO. 803 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS I tiINI-11Y LAND SURVEYING 121 W. Hickory St., Ste. 106 Denton, Texas 76201 FIRM # 10194687 Tel. No. (940) 293-3180 Scale Drawn by Checked by Date Project No. Sheet No. 1" = 20' MLB TLS 04/15/2024 2024-035 1 OF 1 w W = I = o o I LOT 21, O.W. KNIGHT NO. 899 ADDITION " CAB. A, SLIDE 9459 zp U-) - P.R.T.C.T. �w� -1 I w ^LU w d� 1 / I I -P m w \ LOT 6, SCHOOL = o BLOCK 5 "� w a 1 ZONE ` O_ \ o y� SIGNAL N� a /El5' U.E. m CAB. A, SLIDE 9459 I I 1 P.R.T.C.T. ❑ ---------------------- METAL -------- ------- ------- --- - u _ �Q — -- ii -OFF i N 89 19'59 E 264.00 _ „ o'o`� PKs O OH0-0-0-0 O O�O O O O O ri n h� C, - - O -O O O O O O O C� n n W I / 2 0 OFF --- 0 _ 1 0 II o /0`L° 1/2 ANIIRF r J 1 \ (LEANING) O N 52 _ O o / 2 GRAVEL _ - N VERSAILLES CAB. A, PG. 2989 ° P. R. T. C. T. / I ✓ o 0 0 00 0 0 0 \ y,L3 o h�'° 00 n .' O o 0 0 0 0 / / (? - \ —526 to W — � w \ 8.1' / O 0 W �0 \ METAL ❑ O OVERHANG METAL I I OVER GRAVEL / FENCE \ 1303 i um 1305 \ a v �I10 � Z_\ \ h SIDEWALK RAWOOILINGD 1316 / X-TIE \ �i w \ C) y / I h O WALL O 7b3 \ / O fn ERED���7�. I Oc9�O -� A \ 'C Z CONCRETE LOT 7,�27- CIRS PATIOA0 ilt h* �/ 1302 BLOCK 5COVXF Z O 62 7171 w v p LU o \ d DOC. NO. D205247660 0 \ rn ILLo O.P.R.T.C.T. 1301 yz5 \ CO o o o ry; / / 1317 1.046 ACRES 1304 FENCE (P �, \ �t-Q� �tia 0 �0 V A / 45 583 S . FT. (� Ur QC14 ` i 11 1 STORY �52 7 70 \ \ Y U / I / / 11 BRICK HOUSE / Z �ry5 0 \ �� ���A i — — — — > 0 ° 0 \ \ ^ \ CD N O ° o00 0�+% �n / �� 145.4' 0 0 0 0 0 - , o 0 0 0 0 -� TZ_ 7, /1315 J �t o 00 00 0 oGRAVEL0 00 00 � o__ oc 2'� \ \ G d s2s CONCRETE R=635.00' METAL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 __ PATIO FENCE / / / � L=112.46' � ° — — — e —� � � �� � � �szsv CB=S 24058'59" E II 1314 1 C=112.31' ,tip GERT J. SEIDEL \ hti� CALLED 0.05 ACRES LU II J �y2 DOC. NO. D205247660 ^ = o ° O.P.R.T.C.T. / i 10'X12' O a� WOOD SHED O C 1307 O`2� 1311 \ —i 5' u.E. / _ / �, 0 1313 1312*E/ 1308 N = CAB. A, SLIDE 9459 - ,Z�, I C �,,, OHE N / �v O �, O P.R.T.C.T. �� 5 OHE 13101309 — — — — — — — — — — — — \- — — — -523= _ 1/2"IRF METAL - OHE1306 o ,� I C FENCE 524 0 a OFF PASS AT 256.09') �—��o� oNS 89°1T36" E OHE OHE OHE OHE O E OHE Ii� OHE OHE - OHE --_— — — - P.O�B� — — — — — — — — — — — — — — — — — — — — —/—MAGNAIL_L --- — — — — — — — — — — -e — — — — ---- --- — — — — — — — — — — — — —OOD FND. yll// �'- FENCE PKS 5' U.E. CAB. A, SLIDE 1459 P.R.T.C.T. //////////////////// /////////// SIDEWALK — ASPHALT PAVING O_ O BRICK CHURCH �� m / BUILDING / yry Flo 1 / o�� I " ¢ a ImQ Z 0 U w _ 0 O ~Q O FIRST BAPTIST CHURCH 0 LU Z OF SOUTHLAKE O.W. KNIGHT NOO. 899 ADDITION I o LU � Q CALLED 0.339 ACRES CAB. A, SLIDE 1459 Q VOL. 12409, PG. 830 a O.P.R.T.C.T. P.R.T.C.T. I O m w I U Q O m O O m m Ilk W E S GRAPHIC SCALE IN FEET 20' 0 10, 20' 40' 1 " = 20" @ 24X36 LEGEND BOUNDARY LINE MB MAIL BOX 0 A/C UNIT EASEMENT LINE SANITARY SEWER CLEAN OUT 0 MONUMENT SET BUILDING LINE OS SANITARY SEWER MANHOLE 0 MONUMENT FOUND —0-0— METAL FENCE SEPTIC LID P.L.E. PRIVATE LANDSCAPE EASEMENT /// WOOD FENCE ® GAS METER U.E. UTILITY EASEMENT OHE OVERHEAD UTILITY LINE Q UTILITY POLE B.L. BUILDING SETBACK LINE CONCRETE PAVEMENT SIGN CIRS 1/2" IRON ROD W/ "TRINITY 6854"CAP SET F o 0 0 0 0 GRAVEL QE ELECTRIC METER IRF IRON ROD FOUND WALL � FIRE HYDRANT CIRF IRON ROD W/ A CAP FOUND BUILDING / HOUSE ® WATER METER XF "X" CUT IN CONCRETE FOUND � COVERED AREA / OVERHANG DQ WATER VALVE P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS NOTES ADDRESSING SCHEDULE B EXCEPTIONS: (Pursuant to Commitment for Title Insurance, issued by Fidelity National Title Agency Inc., GF. No. FT-24411-9001182400133-AD, effective date March 19, 2024, issued April 1, 2024.) 10f. The surveyed property IS ALL of the land described in the Memorandum of Oil, Gas and Mineral Lease recorded in Document No. D208338208, Official Public Records of Tarrant County, Texas. (Blanket in Nature) 0 DESCRIPTION BEING a tract of land situated in the O.W. Knight Survey, Abstract No. 899 and the J.W. Hale Survey, Abstract No. 803, in the City of Southlake, Tarrant County, Texas and being all of the first tract described, and the second tract, a called 0.050 acre tract, both described in a Warranty Deed to Gert J. Seidel, as recorded in Document No. D205247660 of the Official Public Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a PK nail with washer, set in the asphalt pavement of S. Carroll Avenue, a variable width right-of-way, for the northeast corner of a called 0.339 acre tract described in a Special Warranty Deed to First Baptist Church of Southlake and the southeast corner of said second tract, same being the southwest right-of-way line of said S. Carroll Avenue, according to the plat of Versailles, as recorded in Cabinet A, Slide 2989 of the Plat Records of said county; THENCE South 89°17'36" West, leaving said southwest right-of-way line and along the south line of said second tract and the north line of said 0.339 acre tract, passing at a distance of 46.01 feet, the southwest corner of said second tract and the northwest corner of said 0.339 acre tract, same being the northeast corner of Lot 2, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 1459 of the Plat Records of said county and the southeast corner of said first tract, and passing at a distance of 256.09 feet, a 1/2 inch iron rod found, and continuing for a total distance of 310.01 feet to a mag nail found for the southeast corner of Lot 21, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 9459 of said Plat Records, and the southwest corner of said first tract; THENCE North 00°47'52" West, leaving the north line of said Lot 2 and along the most southerly east line of said Lot 21 and the west line of said first tract, a distance of 164.54 feet to a 1/2 inch iron rod found for an inner "L" corner of said Lot 21 and the northwest corner of said first tract; THENCE North 89'19'59" East, along the most easterly south line of said Lot 21 and the north line of said first tract, passing at a distance of 240.27 feet, the southwest corner of a right-of-way dedication, according to said plat recorded in Cabinet A, Slide 9459, and continuing for a total distance of 264.00 feet to a PK nail with washer, set in the asphalt pavement of the aforementioned S. Carroll Avenue, for the southeast corner of said Cabinet A, Slide 9459 and the northeast corner of said first tract, same being the west right-of-way line of said S. Carroll Avenue according to the aforementioned plat recorded in Cabinet A, Slide 2989; THENCE South 00°47'52" East, along said right-of-way line and the east line of said first tract ,a distance of 61.98 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set at the beginning of a non -tangent curve to the left, having a central angle of 10°08'49", a radius of 635.00 feet, and a chord bearing and distance of South 24°58'59" East, 112.31 feet, same being the north corner of the aforementioned second tract; THENCE, along the easterly line of said second tract, the westerly right-of-way line of said S. Carroll Avenue, and along said curve, an arc distance of 112.46 feet to the POINT OF BEGINNING and containing 45,583 square Feet or 1.046 acres of land, more or less. Surveyor's Notes: Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS network (GEOID18). Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. No investigation has been made by this firm into current zoning requirements There are no visible conflicts or protrusions, except as shown. fences may be meandering. A portion of the surveyed property is within the constructed roadway of S. Carroll Avenue, as shown hereon. FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439CO095K for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the 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. TREE TABLE TAG SIZE COMMON/SCIENTIFIC NAME 1301 18 BRADFORD PEAR / PYRUS CALLERYANA 1302 18 ELDARICA PIN / PINUS BRUTIA VAR. ELDARICA 1303 8 EASTERN REDBUD / CERCIS CANADENSIS 1304 42 LIVE OAK / QUERCUS VIRGINIANA 1305 24 ELDARICA PIN / PINUS BRUTIA VAR. ELDARICA 1306 17 HACKBERRY / CELTIS OCCIDENTALIS 1307 11 HACKBERRY / CELTIS OCCIDENTALIS 1308 11.5,9 HACKBERRY / CELTIS OCCIDENTALIS 1309 13 HACKBERRY / CELTIS OCCIDENTALIS 1310 8,8,7 HACKBERRY / CELTIS OCCIDENTALIS 1311 9,9 HACKBERRY / CELTIS OCCIDENTALIS 1312 12 HACKBERRY / CELTIS OCCIDENTALIS 1313 13 HACKBERRY / CELTIS OCCIDENTALIS 1314 34 CEDAR ELM / ULMUS CRASSIFOLIA 1315 31 COTTONWOOD / POPULUS DELTOIDES 1316 13 POST OAK / QUERCUS STELLATA 1317 11 LIVE OAK / QUERCUS VIRGINIANA SURVEYORS CERTIFICATION: To: Alexander Hennum, Bonnie Hennum, and Fidelity National Title Insurance Company; This is to certify that this map or plat and the survey on which it is based represents an on the ground survey conducted in March of 2024, and is true and correct to the best of my knowledge. CATEGORY CONDITION GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD LAND TITLE SURVEY & TREE SURVEY 1.046 ACRES 920 S. CARROLL AVENUE O.W. KNIGHT SURVEY, ABSTRACT NO. 899, J.W. HALE SURVEY, ABSTRACT NO. 803 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS I tiINI I LAND SURVEYING 121 W. Hickory St., Ste. 106 Denton, Texas 76201 FIRM # 10194687 Tel. No. (940) 293-3180 Scale Drawn by Checked by Date Project No. Sheet No. 1" = 20' MLB TLS 04/15/2024 2024-035 1 OF 1 v r CD 0 w O a_ 0 N rn 0 X TAG SIZE COMMON/SCIENTIFIC NAME CATEGORY 1301 18 BRADFORD PEAR / PYRUS CALLERYANA Preserved 1302 18 ELDARICA PIN / PINUS BRUTIA VAR. ELDARICA Preserved 1303 8 EASTERN REDBUD /CERCIS CANADENSIS Preserved 1304 42 LIVE OAK /QUERCUS VI RG I NIANA Preserved 1305 24 ELDARICA PIN/ PINUSBRUTIAVAR. ELDARICA Removed for Building Pad 1306 17 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1307 11 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1308 11.5,9 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1309 13 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1310 8,8,7 HACKBERRY/ CELTIS OCCIDENTALIS Preserved 1311 9,9 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1312 12 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1313 13 HACKBERRY / CELTIS OCCI DENTALIS Preserved 1314 34 CEDAR ELM / ULMUS CRASSIFOLIA Removed 1315 31 COTTONWOOD/ POPULUS DELTOIDES Removed for Building Pad 1316 13 POST OAK/ QUERCUS STELLATA Removed for Building Pad 1317 11 LIVE OAK/ QUERCUS VIRGINIANA Preserved EXISTING TREE COVERAGE PRESERVATION REQUIREMENTS REQUIREMENT AREA / MEASUREMENT REQUIRED 20.1% - 4o% TREE COVERAGE ON SITE 6o% OF EXISTING TREE COVERAGE TO BE PRESERVED CONDITION GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD GOOD PROVIDED 38.3% - - TREE MITIGATION REQUIREMENTS REQUIREMENT PROTECTED TREE CALIPER INCHES REMOVED 1":f TREE CALIPER REPLACEMENT RATION 34" TREE PRESERVATION CREDITS CALCULATIONS 6o% 62.6o% REQUIRED CALIPER INCHES REPLACED 34" PRESERVED TREE SIZES QTY CREDITS NUMER OF 12" OR GREATER DBH PRESERVED 8 16 CANOPY OR 24 UNDERSTORY NUMBER OF 6" - 12" DBH PRESERVED 5 5 CANOPY OR 10 UNDERSTORY NOTES: NO GRADING, STORAGE PARKING OR ANY OTHER CONSTRUCTION ACTIVITY WITHIN THE PROTECTION FENCE EXTEND FENCING TO TREE CANOPY DRIPLINE WHERE POSSIBLE 6' METAL 'T' POST AT 8'-0" O.C. 1 o ORANGE CONST. FENCE FINISH GRADE STANDARD TREE PROTECTION NOTES: HAND DIG TRENCH (NO MECHANICAL TRENCHING) CUT ROOTS WITH A SHARP PRUNING TOOL BACKFILL WITH EXISTING SOIL PERFORM ROOT PRUNING A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION iiP__ Y2 CANOPY WIDTH (MIN.) TRUNK PROTECTION & ROOT PRUNING TREE PROTECTION DETA I LS 1 1/8"=1'-o° USE TRUNK PROTECTION IN CONDITIONS WHERE DRIPLINE IS COMPROMISED OR AS SPECIFIED (8' PINE 2"X4" LUMBER W/1" SPA. 12 GA. WIRE STAPLED FILL CUT TRENCH (8" X 2'-o" DEEP) TREE PROTECTION NOTES: 1.THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE PROVISIONS OF THIS ORDINANCE. A. MATERIAL STORAGE: NO STORAGE OR PLACEMENT OF MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. B. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS, INCLUDING, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS DEPOSITED OR ALLOWED TO FLOW INTO THE CRITICAL ROOT ZONE OF A PROTECTED TREE. C. TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D. VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING SHALL TAKE PLACE WITHIN THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET PAVEMENT. THIS RESTRICTION DOES NOT APPLY TO SINGLE INCIDENT ACCESS WITHIN THE CRITICAL ROOT ZONE FOR PURPOSES OF ESTABLISHING THE BUILDING PAD AND ASSOCIATED LOT GRADING, VEHICULAR TRAFFIC NECESSARY FOR ROUTINE UTILITY MAINTENANCE, EMERGENCY RESTORATION OF UTILITY SERVICE, OR ROUTINE MOWING OPERATIONS. E. GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE PROTECTIVE CONSTRUCTION METHODS ARE APPROVED IN ADVANCE IN WRITING BY THE ADMINISTRATIVE OFFICIAL. F. IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THIS ORDINANCE. 2.NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP -LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT PRIOR WRITTEN APPROVAL OF THE ADMINISTRATIVE OFFICIAL. 3.PROPOSED GRADING SHOWN IS DIAGRAMMATIC. FIELD ADJUSTMENTS WILL BE MADE AS NECESSARY TO PRESERVE TREES AS SHOWN. PROPOSED SIDEWALKS MAY ALSO BE ADJUSTED TO AVOID EXISTING TREES TO MEET THE PRESERVATION AS SHOWN. I I I I I I I I � r---- I EX. METAL OVERHAND OVER L- —526- I \ \ \ �s \ 1 I GRAVEL 2 I \ I \ \\ \ 1 I I \ I -523- - `� 1314 \ 1 I -VZ9 — 1 13�5 S2s, 1316 1ALL I I I 1 I I 1 ONE STORY BLDG. 1 1313 I 1312 I I ! I 1�3 1311 411308 1 130 1304 I 1 � 1 I 1 \ / 130 I 1 \ N _ l to i CARROLL AVE. / ov V � / C200 Q i i PLANT SYMBOL LEGEND 0 PROTECTED TREE * BORDERLINE TREE TREE TO BE ALTERED TREE CONSERVATION PLAN 41!9> Valley Quest D E ., I N N LANDSCAPE ARCHITECTS 222 S. Elm St, Ste. 102 Denton, Texas 76201 ph: 214.783.1715 CONSULTANT: OWNER/ CLIENT: TRINITY LAND SURVEYING MICHAEL BLACK 121 W HICKORY ST., STE 1o6 DENTONTON, TEXAS 76210 Project No: 2024-036 Drawn By: MAD Reviewed By: AAC Issue Type: Drawings Issue Date: 07/01/2024 REV I SI ON S: No. Date Description Interim review documents. Not for regulatory approval, permitting or construction. Andrew A. Cousins Texas R LA NO. 2704 JULY 1, 2013 PROJ ECT: HENNUM RESIDENCE 920 S. CARROLL AVE. SOUTHLAKE, TEXAS SHEET TITLE: TREE CONSERVATION PLAN SHEET NUMBER: N SCALE:1"=20'-0" 0 20 40 Li.o / C CZ / I SWALE @ SWALE @ —, / I I 1.4% 2.7% - - SLOPE SLOPE / 522, I--�------- i / 524 525 V, \ I ryryi y23 — 526 526 --- -- -- - HP �526.5o SG:527.60 SG: 527.80 --1119 II 1 �y L �L__� FPE: 527.00 / \ FFE:527.80 + \-.0 O V • O SG /yea SG: 527.80 \\ 52750 1 _ SG: 527.50 SG: 527.50 \SG:527.50 A / SG: 527.80 I �— I • � I 1 527 _ + / HP ,52 1 / a 52 7 30 / / ,nLO / I J \ SG: 527.50 N -----�� — — — — — — I I u> ry I LEGEND SYMBOLS — — 712 — — EXISTING CONTOURS (V INTERVAL) 555 PROPOSED CONTOURS (V INTERVAL) 40 MAX SLOPE DIRECTION AND GRADIENT i1020.50 SPOT ELEVATION SPOT ELEVATION ABBREVIATIONS TW / BW = TOP / BOTTOM OF WALL EOW = END OF WALL FL= FLOW LINE OF SWALE HP = HIGH POINT SG = SPOT GRADE EG = EXISTING GRADE FFE = Finish Floor Elevation FFP = Finish Pad Elevation NOTES: 1. RETAINING WALLS GREATER THAN 4" MEASURED FROM TOP OF WALL TO BOTTOM OF FOOTING REQUIRE A SEPARATE PERMIT AND SHALL BE SIGNED BY A STRUCTURAL ENGINEER. GRADI NG PLAN N SCALE:1"=20'-0" (�) 0 20 40 4)10 Valley Quest D E S I G N LANDSCAPE ARCHITECTS 222 S. ELm St, Ste. 102 Denton, Texas 76201 ph: 214.783.1715 CONSULTANT: OWNER/ CLIENT: TRINITY LAND SURVEYING MICHAEL BLACK 121 W HICKORY ST., STE 1o6 DENTONTON, TEXAS 76210 Project No: 2024-036 Drawn By: MAD Reviewed By: AAC Issue Type: Drawings Issue Date: 07/01/2024 REV I SI ON S: No. Date Description COMPASS CIVIL ENGINEERING & CONSULTING, LLC TEXAS FIRM NO. 16233 OF�TF'I 1�1 ..................................� CLINT D LANNEN ............................... a ; 107485 ;'� 00, OfS!�'�� S EN5 lkx L 1 024 JULY 1, 2024 PROJ ECT: HENNUM RESIDENCE 920 S. CARROLL AVE. SOUTH LAKE, TEXAS SHEET TITLE: GRADING PLAN SHEET NUMBER: Gi.o