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SD5163ALOOP 288 DR S+ SAVAGE DR NEPTUNE 380 a,� F uJ O G - U ERt4gt•K428 DR o SUNo �-" SITE 4`4 Q � CO VD F HERCULES LN W OINSETT RE AM } SUN VALLEY DR �p� 1 cS�O'A,f� y2 ST w w 1> VICINITY MAP N.T.S. GENERAL NOTES: 1. ALL CORNERS ARE MARKED WITH CAPPED 117 IRON RODS STAMPED "KAZ" UNLESS OTHERWISE NOTED. 2. FLOOD STATEMENT: I HAVE REVIEWED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, COMMUNITY NUMBER 480774 EFFECTIVE DATE 4-18-2011 AND THAT MAP INDICATES AS SCALED, THAT THIS PROPERTY IS WITHIN "NON -SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD (500-YEAR)" AS SHOWN ON PANEL 240 G OF SAID MAP. 3. NOTE: THE CITY OF DENTON HAS ADOPTED THE NATIONAL ELECTRICAL SAFETY CODE (THE "CODE'). THE CODE GENERALLY PROHIBITS STRUCTURES WITHIN 17.5 FEET ON EITHER SIDE OF THE CENTERLINE OF OVERHEAD DISTRIBUTION LINES AND WITHIN 37.5 FEET ON EITHER SIDE OF THE CENTERLINE OF OVERHEAD TRANSMISSION LINES. IN SOME INSTANCES THE CODE REQUIRES GREATER CLEARANCES. BUILDING PERMITS WILL NOT BE ISSUED FOR STRUCTURES WITHIN THESE CLEARANCE AREAS- CONTACT THE BUILDING OFFICIAL WITH SPECIFIC QUESTIONS. 4. THE PURPOSE OF THIS FINAL PLAT IS TO CREATE 100 RESIDENTIAL LOTS FROM 1 TRACT. 5. NOTE: BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE (4202), AND ARE BASED ON THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. 6. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE PROVIDED WHEN A BUILDING PERMIT APPLICATION IS SUBMITTED. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE BASED ON CURRENT FEMA DATA. THE MINIMUM FLOOR ELEVATIONS SHALL BE STATED AS MEAN SEA LEVEL RATHER THAN RELATIVE BASED ON CITY OF DENTON DATUM OR N.G.S. 1983 DATUM. 7. THERE WAS NO VISIBLE EVIDENCE OF A GAS PIPELINE AT THE TIME OF THIS SURVEY. t.=w 30 60 90 1 0 LCVCIVLJ NAD 83 = NORTH AMERICAN DATUM 1983 POB = POINT OF BEGINNING D.E. = DRAINAGE EASEMENT P.U.E. = PUBLIC UTILITY EASEMENT SW.P.E. = SIDEWALK AND PEDESTRIAN EASEMENT CAPARF = CAPPED IRON ROD FOUNT CAPARS = CAPPED IRON ROD SET R.P.R.D.C.T. = REAL PROPERTY RECORDS DENTON COUNTY TEXAS P.R.D.C.T. = PLAT RECORDS DENTON COUNTY TEXAS ® = BLOCK DESIGNATION = CENTERLINE OF ROAD t ' f 16 1 17 I ' ! ? , SHERCROSS DEVELOPMENT LLC 14 75 S 88°28'51" E S 88'15'40" E ! FORMAN W1LLIAMSBURGSQUARE I I I ! , ` 3655 D�O.P.R.D.C6.T 80.77 27.07' 16 19 20 PHASE it 1 2 BLOCKA 3 f 7 BLOCKE CAB. U,PG. 553 I 4 5 g ` - ------ , - _i CA P.R.D.C_T. 30' D.U.E. CAP/IRF 55-6' N•7 1Al 167 561 25.51' 55.26' 55 26' CABINET U, PAGE 553 S 88°16'12" E 895.91' P R D T--------------- N:7,143, 37550 POB C.T. E-2,39T 2.5' SW.P.E. 50.7r 50.7T 50.7T 50.7T 50 n ' 4.91 5.26' S0 S6.W 50.7T 50.7T E:2,390,552.429 50.7T 50.75' S0.75 50.77' 5 NAD83 I 2.5'SW.P.E.�p O N , ;,^ o 6 0$w w wwobi 1w s-N N N N A N c w 1 2 3 � 4 5 wlw 2 w 3 ao'0.15 AC 0.16AC "' of (n w 1� 0.15 AC o 0.14AC 0.14 AC w 4 5 w6 w 7 w 8 0.15 AC a0.15 AC v 0.18AC cN N `v 0.14 AC 4 0.14AC _ 9 w 10 w v w,Q' lui cv a 0.14AC N 0.14AC a 0-14AC 11 w 12 w Z o o j1Uj EN a 0.14AC N 0-14AC 0A4AC 0.14AC 0.115 o vdz z Z p o I-z 0 11\ Z z z z o 0 c z z z o 0 o I z z z z z z o - - - - -} 10_P.U.E_ _ C55.O:i- 5526 -_ --- ---- 1 -- - ---- ---- ---- --- ---- --- -�- _ r - SS.2fi__ 5ri11 q� R7, Sn Fn �T 10' P.U.E. 4 2.5' SW.P.E. -SD•7 50 ZL_ 50 75 -50JT_-�D.7Z- SQZL fn JUNO LANE �, 3 _ 310.58' 2.5' SW.P.E-1" 2 SD IZ riQ 78 - - ---�� - - - JUNO LANE - CAPARF N 88°16'39" W 130.67' cAPnRF- 414.5T - -i INST. NO.2018-1647 S 88°16'24" E 87D.18' - - - _ o s` 145.29' _ JUNO LANE R.P.R-D.C.T. 2.5'SW.P.E. ............ }?U - rz - - ' - - - - - - - - - i7.69 --52'43`----`50.00- 5000! SUED' -5000' -5600" - - - - 2.5' SW.P-E. GAP/IRF WM, 10 P.U.€ - - - - - - - - - - - - - - 110.08 4' P-U-E. _4' P.U.E. 110.0r - 4 00 ado m co o 12 J r m rn of aroi , i 0.16 AC 1 ry! I 20 w w w 1 1 0.16 AC 1 I 2 3 N 4 4 5 Q 6 7 v 8 w 9 w w � N 89'25'26" W 120.00' I .w. I I 0.22 AC m 0.14 AC 0.14 AC 0.14 AC -v 0.14 AC v N 9 N N 10 `v 11 m N 89°25'26" W 120.00 v 0.14AC < 0.14AC v 0.14AC cv 2.5'SW.P.E. - 3 c o o z o v OC 0.14AC o 0.14AC r 13 ( 1 i HERCULES WEST ADDITION z z z z z z �' z z z g I I 19 � 2 0.14 AC I I 0.15 AC � PHASE 26 N 89'25'26' W 77.63' 50.00' 50-W' 50. W' 50-00' 50.00 50.00 so. W' 50.W' SD•W 52 N 89°25'26" W 12U.00' SHERMAN CROSSING ADDITION - DOC. NO. 20/8 7 .44'I 1 N 89°25'26" W 120.00 PHASE 2A { 52.54' 25.13' 24.88' 50.OP 50.01' O.P.R.D-C.T. 50.01' 50.01' 50.01, 51.66' N 88°1536" W 136 .50 39.38' { i� DOC. NO. 2018 425 { 2 in g, 14 I I 18 m P.R.D.C.T. ,� "' 0.14 AC I w 1 0.15 AC M N 89°2526" W 120-00' 3 36 w 35 w w w w w w 28 �a 1 N 89°25'26" W 120,00' CD 1 Y 0.14 AC r 34 33 32 31 30 P 29 r 0,24 AC a? _ 1 ® 0.14AC S 0.13AC 0.13AC 0.13AC 0.13AG 0.13AC o 0.14AC v ��� C $ 15 I� Iz I 1 to o0 o g c C. g on c '�' 0.14 AC i Q I 17 m ch r" z z z z z z S z w " i , 0.15 AC � 4 I ao z 12.24 N89°25'26 W 120.W' LO e 1 W - - - - _ 6 $9'. 1 D' P_U. E. 13.23' _ 27 _ _ _ I CD 50.(10' 43.12' 50,OD' 50.0(�� - - - ' 1 3 0.34 AC o W N 89°25'26" W 120.12' M i cn INST.NO.2018-1648 2.6SW.P.E. z N bl_ V I © o VIKA STREET - J R.P.R.D.C.T. VIKA STREETS 89°1941" E 124.73'It b 3 _ \ 16 D.E. 16 ( Q I 1-D 16 W W ------------------- S 88°59'49' E 145.01"' 6- L18- - -CS- � 0.20 AC ' J a 5 0 rY - Li9 BY THIS PLAT Q eo I- 0.15 AC N G I Ir w Z - - - 2.5�SW.P.E. - - - 16 D.E. {NST. NO. 2018-1646 R.P.R.D.C.T. - - - - - - - - - - o `" { N _ N 89'25'26" W 108.98' N 89°25'26" W 120- W' N 89°2526" W 120. 0' { < - 16 109.91' 4' P.U.E (4P.U.E. 89.68 - - 20.32 0.87 2.5' SW.P.E. - Z } - I 49.54' 4' P.t'l.E. 35-6-W 1 1 15 I w m 0 to 0.15 AC I .01 ( 0.15AC v�i IN % 0.13AC 9 0.14AC 17 { `tI 0.15 AC 6 i g N 89°2526" W 120.01' ( m I N 89°25'26" W 120. W' 0.19 AC I w N 89'2V26" W 12D. W' N 89°25'26' W 120.00' ( { N 89'2526" W 120.00' 15 I A - 2.5' SW.P.E. 2 { _ > ( 16 N 89°25'26" W 120.0a' 1 25 18 1 1 14 1 0.14AC , 1 g w I �I 0.14AG o 0.14AC I I 0.15AC 7 1 ,00 0.14 AC o . u� 14 1 12� 13 I 5d.0' 1 N 89°25'26" W - N 89°2526" W 120.01' $I z N 89'25 26" W 120. W� R. .W. 120. W' N 89°2526" W 120.00 I 154' S 69°526" 0.14AC E 12D.W' O oO ro ui (� w Uj z N 89°25'26' W 120.00' 1 Ij 24 19 I CAP/IRF t3 0 3 Q a:" z {� 17 $ b {- Ala N l }} 13 �rn 0 0.14 AC Q o 5.85 0.14 AG 'S 0.14 AC 8 HERCULES WEST ADDITION bl �O Z u> {b 0.14 AC U) b ° } 0.14AC w PHASE 28 N 89'25'26" W 120.01' I { N 89°25 z6" W 120.00' c 12 1 d N 89°2526" W 120.53' S.U2 N Ss°25'26" W 122.93' w} S E9°25'26" E 126.20' N DOC. NO.2018-7 = ,O 0.14 AC O.P.R.D.C.T. 15.6r I 12 0 4 15.6r N 89'25'26' W 123.5T } }` 23 '-� 20 } N` 12 O' 6 0.14AC { a { 0.148AC 0 2.6 SW.P.E- , 0.16 AC w 0.16 AC `'� \ 0.16 AC d 9 1 S% 11 22 N 89'25'26" W 122.16' } w N 89°25'26" W 121.9T F'1' 0.14AC `,> \ N 89°25'26" W 125.91' N� N 89"25'26" W 121.4111 's� \ N 89'25'26" W 127.84' \\ T $ 5 13.84' �Az 19 N 89°2526" W 125.91' ` N ` °, 1�AP/IRF N 10 0 0.14AC } �' } 0.14 AC N 22 u 21 m `` 11 g ,' 10 0.16 AC 0.16 AC CAPII F �3 N C'PP/IRF 0.16 AC t10 fA h 89°2526" W 130.58' R q N 89-25'26" w 129.1r O - JP n 1Z 0.14ACV2.5'SW.P.E. P.U-E. 51 90' 10.15' 4' P.U-E. CAPtIRF P U.E $ 2.5' SW.P.E. ` f1 - - - - - h CAP/IRF �-� 9 2.6 SW.P.E- 3 b 6 R �` 20 O, N 89°2526" W 125.92' 62.04' CAP/IRF N 89°25'22" W 103.86' CAP/IRF CAPtIRF N 89°25'22" W 119.21'P/IRF - -_ 0.16 AC 0.15 AC N 2 2.5'sw.P.E. C7 N 89°25'26" w " N N 9 62,30' MEADOW HILL STREET 8 N 89 2526 W 139.30 i N N 89 2526 W 136.3r 's� 0.14AC 7'MEADOW HILL STREET `. CAP/IRF - 7 } } N 89'2526" W 124.90' 4- 8 "JS T f ��jj -- - 21 a w n f-D7-p E--- N------- -- } ----{- -- ----F- �0 0.17 AC } } 0.16 AC y w } 7 } ' 9 148.03' 143-48' 8 } } 0.17 AC V 8 CAPARF o , " , 0.17 AC N 89 25 21 W 342.26 CAPIfRF I N 89°2526" W 119.99' N CAP/IRS 1 6 ./ " N 89'25 26" W 120.02' 14.38' -- - - t - CKEN gt}R I I 10 b I 5 S M A� GT #$ YEs 7 1 I 0.14 AC o 7 I COON, 0 0.14 AC o PPY"' { SHERMAN CROSSING ADDITION - - DENTON 1 N 89°25'26" W 119.99 PHASE 2A -1- 4 CAB B, PG. 55 P.R.D.C.T- 3 I 1 ROYAL ACRES ADDITION 1 BLOCK 21, SECTION 6 CAB. B, PG. 55 I P.R.D.C.T. -..-..- 2 I - 4�_ 1 I I i SURVEYOR KAZ SURVEYING, INC. 1720 WESTMINSTER STREET DENTON, TEXAS 76205 PHONE: (940) 382-3446 TBPLS FIRM #10002100 �OITivi►1_g a N 89'25'26" W 120.02' I I DOC. NO. 2018-425 1 1 g O P.R.D.C.T. 6 ,lj D.0.14AC o 6 f( < I 0.14AC I "' a 'O I N 89'25'26" W 119,99' I p N 89°2576" W 120-02' I-1-2.5' SW.P.E. . �I 12 1 j wi R- W. o � f $ 5 j b 9 w �1 0.14AC 5 0 0.14AC of > � 0fY I N 89°25'26" W 119.99 0 N 89'2526' W 12D.01' I 1 R- � l\ t? o v I _ �Ia 13 o M } W 4 I w 0-14 AC 4 A PART OF A TRACT OF LAND DESCRIBED IN A DEED TO c� o0 0.14AC SHERMAN CROSSING DEVELOPMENT, LLC O 1 1 N 89°25'26" W 119.99 M_ - INST. NO. 57605 O N 89*25'26" W 120.01' $ j L I M R.P.R.D.C..D.C. T. 1 tl O z In o { 14 b I o 0 3 Z o0 0.14AC I�) 0.14AC N 89'25'26" W 119.99, N 89'25 26" W 120.01' I - 2.5' SW.P.E. I 15 1 0 2 i5 ) 0A4AC 2 $ 1 C) 0.14AC I I , N 89-25'26" W 119,99' N 89°25'26" W 120.01' 0.15 AC iI 0.18AC 1 4' P.U.E. ` 4' P.U.E. BF56'46" W 104.96 SHERCROSS DEVELOPMENT, LLC 5428 LAKE VICTORIA CT. FLOWER MOUND, TX 75022 PHONE: (972) 691-6633 CONTACT: RANDY SMITH CAP/IRF a r` S 89°44'51" W 290.03' N HERCULES LANE m ENGINEER: CRANNELL, CRANNELL & MARTIN ENGINEERING CORPORATION 2570 FM 407, SUITE 209 HIGHLAND VILLAGE, TEXAS 75077 PHONE: (972) 691-6633 TBPE FIRM #605 1449-r ----- g - - N CAP/IRF ;it 6 PAGE 1 OF 2 LINE TABLE LINE BEARING DISTANCE L1 N 53'07'24" W 15.62' L2 N 19'35'38" W 14.24' L3 S 70"24 22" W 50.00' L4 S 19°35'38" E 12.78' L5 S 35°43'28" W 11.61, L6 S 46'4424" W 14.35' L7 N 43'15'36" W 14.33' L8 N 46°0929" E 13.9V L9 S 43'50'31" E 14.21' L10 S 44'17*34" E 14.32' L11 N 45"3727" E 14A T L12 S 43'50'31" E 14.29' L13 S 45*1555" W 21.33' L14 N 44`44'05" W 21.14" L15 N 34°1876" E 14.69' L16 N 59'5929" W 14.53' L17 S 47'10'07" W 32.71' L18 S 84°21'54" E 49.54' L19 S 88°15'36" E 38.75' L20 N 75'08'01" E 21.92' CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 275.00' 16.99, 16.98' N 17°4928" W 3'32'20" C2 395.00' 58.70' 58.64' S 03°40'47" E 8'30'51" C3 250.00' 88.01' 87.56' N 09'30'34" W 20*10*16" C4 500.00, 43.31' 43.30' S 86"50'47" E 4°57'47" C5 500.00' 33.99' 33.98' S 86'1845" E 3°53'42" C6 250.00' 76.90' 76.60' S 08*14'09" E 17'37'26" C7 250.00' 67.38' 67.18' N 82°51'18" E 15°26'33" C8 250.OV 76.99 76.60' S 08°14'09" E 17°37 26" C9 250.00' 43.94' 43.88' N 04'27'32" W 10'0412" S D5163A SO G019 S059 C05 113715 A0817A S MCCRACKEN TR 21, 17.012AC/ALL 34590 A0817A S MCCRACKEN TR 23, 1.728AC/ALL APPR TD BY THE PLANNING & ZONING COMMISSION ON THIS n ZZ _DAY .2020. CHAfRF`f_RSON,,ApAlTNG & ZONING COMMISSION%0111"1tbt CITY SECRETARY CITY OF DENTON PROJECT NUMBER FP19-0019 FINAL PLAT SHERMAN CROSSING, PHASE 213 LOTS 1-13 BLOCK A, LOTS 1-5 BLOCK B, LOTS 1-36 BLOCK C, LOTS 1-21, BLOCK D, LOTS 1-7, BLOCK E, LOTS 9-16, BLOCK F, LOTS 11-20, BLOCK G BEING 18.74 ACRES IN THE S. MCCRACKEN SURVEY, ABSTRACT NUMBER 817, CITY OF DENTON, DENTON COUNTY, TEXAS Filed for Record in the Official Records Of: Denton County On: 7/23/2020 11:45:19 AM In the PLAT Records SHERMAN CROSSING PHASE 2B Doc Number: 2020-253 Number of Pages: 2 Amount: 100.00 0 rder#:20200723000326 By: EM OWNER'S CERTIFICATION STATE OF TEXAS COUNTY OF DENTON APPROVED BY THE PLANNING & ZONING COMMISSION ON THIS CITY SECRETARY Py ",.*TON. SURVEYOR: OWNER: ENGINEER WHEREAS, SHERCROSS DEVELOPMENT, LLC, is the owner of All that certain lot, tract or parcel of land lying and being situated in the City of Denton, Denton County, Texas and being a partof the S. McCracken Survey, Abstract number 817 and being a part of that called 85.74 acre tract of land described indeed to Hive Management, L.C. recorded in Instrument number 2016-6301, Real Property Records, Denton County, Texas and being more fully described by metes and bounds as foAows; BEGINNING at a capped iron rod found at the Northwest comer of Lot 14, Block A, Sherman Crossing Addition, Phase 2A, an addition to the City of Denton, Denton County, Texas according the plat recorded in Instrument number 2018-425, Plat Records, Denton County, Texas; THENCE along the common line of said Lot 14 and this tract, South 01 degrees 43 minutes 21 seconds West, 120.00 feet to a capped iron rod found at the Southwest comer of said Lot 14 and being in the North line of Juno Lane; THENCE along said North line, North 88 degrees 16 minutes 39 seconds West, 130.67 feet to a capped iron rod found; THENCE along the common tine of said Phase 2A, crossing said Juno Lane, South 00 degrees 34 minutes 38 seconds West, 392.99 feet to a capped iron rod found at an angle pant in Block G of said Phase 2A; THENCE continuing along said common line, South 19 degrees 35 minutes 38 seconds East, 152.40 feet to a capped iron rod found at the Southwest corner of Lot 10 of said Block G and being in the North line of Meadow Hill Street; THENCE continuing along said common line, North 89 degrees 25 minutes 22 seconds West, 119.21 feetto a capped iron rod set stamped "KAZ"; THENCE continuing along said common line, North 53 degrees 07 minutes 24 seconds West, 15.62 feet to a capped iron rod set stamped "KAZ"; THENCE continuing along said con-wrion line and along a curve to the left whose long chord bears, North 17 degrees 49 minutes 28 seconds West, 16.98 feet and whose radius is 275.00 feet and an arc length of 16.99 feet to a capped iron rod set stamped "KAZ"; THENCE continuing along said common line, North 19 degrees 35 minutes 38 seconds West, 14.24 feet to a capped iron rod set stamped "KAZ'; THENCE continuing along said cornrnon line, South 70 degrees 24 minutes 22 seconds West, 50.00 feet to a capped iron rod set stamped "KAZ"; THENCE continuing along said common line, South 19 degrees 35 minutes 38 seconds East,12.78 feet to a capped iron rod set stamped "KAZ"; THENCE continuing along said common fine, South 35 degrees 43 minutes 28 seconds West, 11.61 feet to a capped iron rod set stamped "KAZ"; THENCE continuing along said common line, South, 50.00 feet to a capped iron rod set stamped "KAZ" at the Northwest comer of Lot 8, Block F of said Phase 2A; THENCE continuing along said common line, and along a curve to the right whose long chord bears, South 03 degrees 40 minutes 47 seconds East, 58.64 feet and whose radius is 395.00 feet and an arc length of 58.70 feet to a capped iron rod set stamped "KAZ"; THENCE continuing along said common line, South 00 degrees 34 minutes 38 seconds West, 390.47 feet to a point in Hercules Lane; THENCE along said Hercules Lane, South 89 degrees 44 minutes 51 seconds West, 290.03 feet to a capped iron rod found at the most Southerly Southwest comer of the aforementioned 85.74 acre tract; THENCE North 00 degrees 34 minutes 33 seconds East, 410.95 feet to a capped iron rod found at an ell comer of said 85.74 acre tract; THENCE North 89 degrees 25 minutes 21 seconds West, 342.26 feet to a capped iron rod found at the most Westerly Southwest comer of said 85.74 acre tract and being in the East line of Hercules West Addition, Phase 2B, an addition in the City of Denton, Denton County, Texas according to the plat recorded in Instrument 2018-7, Plat Records, Denton County, Texas; THENCE along the common line of said Phase 2B and this tract, North 00 degrees 34 minutes 39 seconds East, 815.51 feet to a capped iron rod found at the Northeast comer of Lot 12, Block 23 of said Phase 2B and being the Northwest comer of said 85.74 acre tract; THENCE South 88 degrees 28 minutes 51 seconds East, 80.77 feet to a capped iron rod found; THENCE South 88 degrees 15 minutes 40 seconds East, 27.07 feet to a capped iron rod found; THENCE South 88 degrees 16 minutes 12 seconds East, 895.91 feet to the PLACE OF BEGINNING and containing 18.74 acres of land more or less; OWNER'S DEDICATION NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT SHERCROSS DEVELOPMENT, LLC, DOES HEREBY ADOPT THIS FINAL PLAT, DESIGNATING THE HEREIN DESCRIBED PROPERTY AS, SHERMAN CROSSING ADDITION, PHASE 2B, AN ADDITION IN THE CITY OF DENTON, TEXAS AND DOES HEREBY DEDICATE TO PUBLIC USE FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED // i , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN. WITNESS MY HAND AND SEAL OF OFFICE THIS THE W DAY OF % 2020, NOTARY PUBLIC IN AND FOR THE STATE OF —T'y, ,4 S COUNTY MY COMMISSION EXPIRES ON STATE OF TEXAS COUNTY OF DENTON ANNE M WATSON Notary ID #128482337 v My Commission Expires December 29, 2022 CERTIFICATE OF SURVEYOR 1, KENNETH A. ZOLLINGER, REGISTERED PROFESSIONAL LAND SURVEYOR, DOES HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND AND THAT THE MONUMENTS SHOWN HEREON WERE FOUND OR PLACED WITH CAPPED 1/2" IRON RODS STAMPED "KAZ" UNDER MY DIRECTION AND SUPERVISION IN ACCORDANCE WITH THE ORDINANCES OF THE CITY OF DENTON, DENTON COUNTY, TEXAS. R.P.L.S. # 5312 STATE OF TEXAS COUNTY OF DENTON DATE KENIJEIli A Z e� 5312 ; Q7, OFEss,o`' y0 BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KENNETH A. ZOLLINGER, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE THIS DAY OF ___ 7 , 2020. NOTARY PUBLIC, DENTON COUNTY, TEXAS. ANNE M WATSON 7337 MY COMMISSION EXPIRES /� `� =�r Notary m ssion Expires �� My Commission Expires December 29, 2022 KAZ SURVEYING, INC. SHERCROSS DEVELOPMENT, LLC CRANNELL, CRANNELL & MARTIN ENGINEERING CORPORATION 1720 WESTMINSTER STREET 5428 LAKE VICTORIA CT. 2570 FM 407, SUITE 209 DENTON, TEXAS 76205 FLOWER MOUND, TX 75022 HIGHLAND VILLAGE, TEXAS 75077 PHONE: (940) 382-3446 PHONE: (972) 69143633 PHONE: (972) 691-6633 TBPLS FIRM #10002100 CONTACT: RANDY SMITH TBPE FIRM #605 PAGE 2 OF 2 1720 WESTMINSTER DENTON, TX 76205 now (940)382-3446 AN Kr JOB NUMBER: 110437-FP DRAWN BY: TK, MLB DATE:07-14-2020 SURVEYING R.P.L.S. KENNETH A. ZOLLINGER FINAL PLAT SHERMAN CROSSING, PHASE 213 LOTS 1-13 BLOCK A, LOTS 1-7 BLOCK B, LOTS 1-36 BLOCK C, LOTS 1-21, BLOCK D, LOTS 1-7, BLOCK E, LOTS 9-16, BLOCK F, LOTS 11-20, BLOCK G BEING 18.74 ACRES IN THE S. McCRACKEN SURVEY, ABSTRACT NUMBER 817, CITY OF DENTON, DENTON COUNTY, TEXAS CITY OF DENTON PROJECT NUMBER FP19-0019 Filed for Record in the Official Records Of: Denton County On: 7/23/2020 11:45:19 AM In the PLAT Records SHERMAN CROSSING PHASE 2B Doc Number: 2020-253 Number of Pages: 2 Amount. 100.00 Order#:20200723000326 By: EM