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4119A/ to 50, pNO. A=31.73' R 20.00 D=90.54 20" GTpN `3 e=s60.44.04 E Ifol E 2 iB C=28.51' 1 ON 0PLA� p.G�.� 4y¢► 231/ / ;. 42s' roGT4N ca10 �KINGTON W01, REF 1803 / PyAT / 1/2 EIR / 50 / / IZ '\ �? COMMON �� '�� N1�46 45°E 1.883 AC. `cam, �� 5g3 re Lgfl { \ 1/2 EIR m. 20' DRAINAGE J ^_ EASEMENT t E W \ \ / - Ny3-48L30 46 / g . L41 1.38 orq / �ORrj+14G� 34 1/2:EIR �ry ?� \ ` \ ✓ /� p95 AC• N38°s / VILyAGE EF• 3g76B 8 ���SF� r� �sF F / '° 0�� ,Nc3`4814 E \4Aj ZOO PLAT $ �,sF��o v �FN� / N 0.060 AG- I\J ��1.38;,L18CIO "�`"- �� �� zs28 C �,4 E e s 20. N 355 13 , 0,057 A�' ji1.38 c1 . / �144 F00 et, F \ N_ t ,4 �4, o�,lcNT E p C4 . 13•48 eOcgro°�o o �Rs �, 0•p55 AC• 1��•6� l CITY OF MARYVILLE TENNESSEE `R�� g3 AG• - .a CERTIFICATE OF APPROVAL FOR RECORDING 5��� 13 ;, �° N7 3.48'48'E l hereby certify that the subdivision plat' shown hereon has been found to comply with the subdivision of in the �0�5 ` "\Z regulations fhe_Cify of Moryv;ll the exception of such variances, if any, as noted minutes of the commission,. at has been approved by that body for recording in the office of the 10 0.13' 01 MITED COMMON DRIVEWAY 2 planning 5E(� & ACCESS' EASEMENT - ALL PAVED County Register. AREA FOR UNITS 3.55A, 355B, 355C, 355D & 355E. Secretary. Planning o is on Date ry, 9���CLL> 1/2'E/R 5� 5' t0T IFICATIO EDICATION � 9 t��Qt%s oR N INFO' ARE WN, AP pN)XIMAIE CERT N OF OWNERSHIP AND D �g` UNKNO �OOAti J (we) hereby certify that I arr (we are) .the owner(s) of. the property shown and described hereon and that j Ilk I (we) hereby adopt this plan of subdivision with my (our) free consent, establish the minimum building restriction lines, and dedicate streets, alleys, parks, and other open spaces to public or private use as noted. oson n oun ea orp. a e CERTIFICATION OF STORMWATER UTILITIES i hereby certify that. stormwater improvements including al/ drainage structures and appurtenances as shown hereon have' been installed in an acceptable manner and according to the apecircadons of the Maryville Planning Commission, Subd;vis• n Regulations, Zoning and Land Use Ordinance and Public Works Standards and other adop ed oc e ormwa er gi gmeer a e SURVEYOR'S NOTES: CERTIFICATION OF THE APPROVAL OF WATER AND . SANITARY SEWER - UTILITIES 1. 112" new iron rods will be set at all internal lot corners. / hereby certify that the water and sanitary sewer improvements have been or will be installed in an 2• Drainage and utility easements shall be 5 feet on each side of all acceptable manner and according to the specifications of the Maryville Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper provisions and pays the required fees to the inferior lot lines and 10 feet on the inside of all exterior lot lines and street City of Maryville pursuant to the Rules, Regulations, Rotes nd Policies' of the City of Maryville water Quality rights of way, except where they fall beneath buildings. There shall also be easements 5 feet on each side of all as -built utility lines, except where they Department. j fall beneath buildings. ngineer Manager - er Quai con ro epa men / D e J. Front Building setback. shall be 25 feet from all street rights -of -way and joint permanent easements, unless otherwise noted in restrictions. All other Setbacks shall be in accordance with the Zoning Ordlnonces: CERTIFICATION OF THE APPROVAL OF ELECTRIC UTILITIES l hereby certify that the electrical Improvements have been or will be installed in an acceptable manner and 7. No Instruments of Record reflecting easements, rights of way, and/or according to the specifications of the Maryville Subdivision Regulations in the subdivision shown hereon, ownership were furnished to the Surveyor, except as shown hereon. The provided the developer makes proper provisions and pays the required fees to the. City of Maryville pursuant Surveyor has made no attempt to access the public records for any to the ru s and regulations of the city pertaining to extension of electrical service. easements: Subject to any easements, regulations or restrictions in effect at Y l l� the time of this survey.. No title opinion is expressed or implied. gin er anger, aryw a ec nc epa men ate 8. The Surveyor has made no attempt to locate underground utilities, underground foundations, underground. encroachments or underground improvements, except as shown hereon. Actual location of all underground CERTIFICATE OF ACCURACY utilities should be verified .through Tennessee 1 Call (1-800-351-1111) or i hereby certify that the plan shown and described hereon is a true and correct survey to the accuracy the utility provider prior to any excavation or construction. required by the Maryville Planning Commission and that .the monuments have been placed as shown hereon to the s clfr do of the Maryville Subdivision Regulations. » » 19. Located in . Flood Zone X (Area of minimal flood hazard), according to -"`"'�' ,�• 0+ �0 Flood Insurance Rate Map 47009CO232C, dated September 19, 200Z egis ere and Surveyor Date 6. The limited common driveway and parking easements as shown hereon are limited to use by, and are the maintenance obligation of the lot owners CERTIFICATION OF THE APPROVAL OF STREETS adjoining each individual easement area. The developer may further restrict I hereby certify that the streets and other improvements have been installed in an accepfob/e manner and the use of said easements by a separately recorded instrument of Condition, according to the specifications of the M rywile Subdivision Regulations and Public Works Standards in the Covenants and Restrictions. . subdivision shown hereon 7. The common area and drainage and detention easement as shown gg 21 hereon are the perpetual maintenance obligation of the Worthington Phase Maryville C; Engineer vote Five Property Owner's Association without recourse to the City of Maryville. CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS (E-91- 1� l hereby certify that (1) the names of existing public roads shown on ihis,plat are correct' (2) the names of any new roads, do not duplicate any existing names and said names are approved, and (3) the property numbers of the lots are shown in conformance with the . E-911 System. Phyllis Lee Crisp, Register Qh ' �1� Blount County Tennessee 52 596315.00 igna u a e Rec'd: Instrument #: 904828 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 4/20/2021 at 8:50 AM Total: 17.00 in Map File FILE Pgs 4119A-4119A LOT. LINE TABLE - No. Bearing Len. L 1 N73'48'46'E 5.10' L2 N73'4846 "E 21.29' L3 N73'4846"E 31.40' L4 N73'4846"E 31.40' L5. N73'4846"E 2.1.29' L6 N734846'E 21.29' L7 N734846"E 21.29' ' L8 N73'4846"E 21.29' L9 N73'48'46"E 31.40' L 10 N73'48'46"E 31.40' L 11 N7348 46 "E 21.29' L 12 N734846 "E 21.29' L 13 N73'4846"E 21.29' L14 N73'48'46"E 21.29' L 15 N734846'E 19.73' L 16 S56'21 ' 19'E 27.52' L 17 S68'59 39 "E 12.77' L 18 S87'46'071F 2.70' L 19. N38'01 '52'E 11.63' LIMITED COMMON DRIVEWAY & ACCESS EASEMENT - ALL PAVED AREA FOR UNITS 354A, 3546, 354C, 354D, 354E & 354F. LIFE' g7C• NG Fo- PG 10 L RHP�CEy 87•o4 LOT CURVE. TABLE , No. Len. Radius Delta Bearing Chord C1 : 28.29' 20.00' 81'03' S708'14"W 25.99' C2 Z22' 100.00' 4'08' S4943'49"W Z22' C3 22.16' 100.00' 12'42' $58'08'45 "W 22. 11' C4 16.26' 100.00' 9' 19' S69'09.' 12 "W 16.25' C5 12.46' 20.00' 3541 ' N88'20'41 "W 12.26' C6 13.16' 20.00' 3743' N51 '38'43'W 12.93' C7 89.26' 50.00' 102' 17' N83'55'51''W . 77.87' C8 9.85' 50.00' 11 ' 17' S39' 17'10 "W 9.83' C9 11.03' 50.00' 12'38' S27' 19.31 "W 11.01 ' C10 16.38' 50.00' 18.46' S11'37'07"W 16.31 ' C11 20.72' 50.00' 2345' S9'38'271E. 20.57' C 12 26.58' 50.00' 30'27' S36'4427'E 26.27' C13 4ZJ1 ' 50.00' 54'13' S79'04'41 "E 45.57. C 14 26.25' 430. 00' 3'30' S 1 TO 1 '51 "E 26.25' C 15 21.35' 430.00' 251 ' S20' 12'08 "E 21:34' C 16 52.82' 430: 00' 702' S25'08'36 "E 52.79' C 17 35.4T 430.00' 4'44' S31 01 '321F 35.46' Q \ 4F-A / SITE MORGANTON RD �o i / rod o� U.S 411 1 MITED COMMON DRIVEWAY : ACCESS AREA FOR UNITS EASEMENT 1A, 35 B & 51C. LOCATION lYliir INOT TO SCALE 16 IA=203.05' _ R=430.00 D=27.0320" 8=N28'48'35 W C=201.17' P� LEGEND: �Q I RB A= RECORD BOOK ARC LENGTH ��R= Y�r RADIUS D= CENTRAL ANGLE (DELTA) U j�Zo?O1 �y B= CHORD BEARING C= CHORD LENGTH c?iz3 i6t, Ac. ACRES tW . SF SQUARE FEET DEED BOOK �2 EiR . WDB WARRANTY O RS PG RECORD BOOK \ R/W PAGE RiGHT-OF-WAY r \ TYP TYPICAL CENTERLINE Z9 Gt,� x 4T O BOUNDARY LINE '��" 1 j ROAD RIGHT-OF-WAY LINE A=57.05' LOT. LINE -- R=125.00. G EASEMENT LINE e}+ b=26•09o0", �' - 11r:1 150, 8=S60'44'16'W( F ROAD CENTERLINE C~ FONTANA-ALCOA C=56.56' EDGE OF ROAD 2ND CIRCUIT '�� CONCRETE CURB. Ga G •,� 1/2 EIR R/W EASEMENT 1 - - - - - - - BUILDING SETBACK LINE 6EMEE C1 N? oN SIDEWALK M Cola SECT • i - - - - - - -- - - - - COMMON DRIVEWAY & ACCESS EASEMENT MITED COMMON DRIVEWAY " & ACCESS EASEMENT - ALL PAVED W 352EA D & R UNITS 352A, 352B, 352C, O �MITED COMMON DRIVEWAY & ACCESS EASEMENT - ALL PAVED: ko AREA FOR UNITS 353A, 3538, 353C, 353D, 353E& 353F. LOT ACREAGE: "I EASEMENT LINE TABLE No. Bearing Lena L20 N16'11'14'W 109.38, L21 S73.48'46"W 20.00' L22 S16'11'14"E 109.38' L23 S16'11'14"E 119.55' L24 N754453"E 93 69' L25 N 14' 15'07"W 20.00' L26 S75'44'531W 74.35' L27 N16'11'14'W 100.21' L28 N8428'31 "W 18.56' L29 N4644'33"W 79.25' L30 S73.4846W 111.46' L31 N32'2958W 12Z80' L32 N 13'34'14 "E 29.78' L33 S1334'14"W 64.10' L34 S32'29 58'E 151.29' L35 N73'48'46"E 115.03' L36 S46'4433"E 71.95' L37 S 1 '05'44 "E 290.74' L38 S5'00'42 "W 25.93' L39 S5'58'16"E 264.11 ' L40 N78'17'11'W 41.34' L41 578'17'11 "E 29.64' L42 S2718'37"W 28.72' L43 N2718'37"E 36.60' L44 S54'40'221F 144.48' L45 N293424 "E Z 46' L46 S5023'22"E 44.69' L47 S3724'14"E 41.34' L48 S3724' 14 "E 46.36' L49 S502447"E 4Z59' EASEMENT LINE TABLE No. Bearing Len. L50 S2934'24 "W 69.96' L51 S73'48 46"W 58.89' L52 N16'11'14"W 96.02' L53 S73'4846"W 20.00' L54 S16*11'14"E 90.36' L55 N81' 18'08 "W 139.54' L56 S73'48'46 "W 410.09' L57 S31 ' 13'05 "W 84.38' L58 S 18'08'31 "E, 121.11 ' L59 N71 '51 '29 "E 20.00' L60 N18'O8'31 "W 111.92' L61 N31'13'051E 6Z40' L62 N73.4846"E 397.88' L63 S81'18'08"E 153.00, L64 N73'4846'E 79.22' L65 N29'34 24"E 73.57' L66 S54'40'22"E 128.55' L67 S5'58'16"E 261.95' L68 N83'07'18"W 24.50' L69 S83'07'18"E 1 Z97' L70 S5'00'42 "W 16.00' Lot Acres SF 351 A 0.102 4461 351 B 0.048 2101 351 C 0.123 5374 352A 1 0.073 3184 3528 1 0.053 2289 352C 0.054 2364 352D 0.054 2371 352E 0.080 3497 353A 0.080 3497 3538 0.054 2371 353C 0.054 2371 353D 0.054 23.1 353E 0.054 2371 353F 0.080 -3497 354A 0.080 3497 354E 0.054 2371 354C 0.054 2371 354D 0.054 2371 354E 0.054. 2371 354F 0.080 3483 355A 0.093 4036 355E 0.060 2628 355C 0.057 2494 355D 1 0.055 2386 355E1 0.083 3617 COUNTRY MEADOWS CORP. 811 SEVIERVILLE ROAD MARYVILLE, TN 37804 (865) 233--5753 DISTRICT 19, BLOUNT CO, TN 25 LOTS 1.419 AC. (overall) 2 COMMON AREAS TOTAL 1.995 AC. ROAD AND RIGHT-OF-WAY AREAS TOTAL 0.805 AC. TAX MAP 56M, GROUP F, PARCEL 75.00 RB 2473 PG 339 PLAT REF: 2353B LOT 350 50' 25' 0 50' 100' 1 „ _ 50. SURVEYOR'S CERTIFICATION: I hereby certify that this is a Category I survey, the ratio of precision of the unadjusted survey is 1: 10,000 or greater as shown hereon, and this survey was done in compliance with current Tennessee Minimum Standards of Practice. Tennessee R.L.S. # 1929 Date � C1 M w � N 04 ti h y'. SINCE 1979 STEALING E N G I N E E R I N G, I N C LAND SURVEYING CIVIL ENGINEERING CONSULTING LAND PLANNING 1020 WILLIAM BLOUNT DRIVE MARYVILLE, TENNESSEE 37802-8401 P.O. BOX 4878 MARYVILLE, TENNESSEE 37802-4878 PHONE: 865-984-3905 FAX: 865-981-2815 www.sterling.us.com • H w Z W m ti Q 4 ��p LANp•••!QQ SG. _ V�AGRIC RE��/" = .,- SS,EE •N� ``��.� '�f��tn t►�t��` © Copyynngght 2021 Sterling Engineering, Inc. All Rights Reserved SHEET FS DESIGNED: SDJ DRAWN: SDC CHECKED:, CMR DATE: 3/18/21 SCALE: 11111 = 50' DRAWING: 4096G-P5-FS PROJECT NO: . SEI#4096G