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4165Buo Rod BLOUNT COUNTY, TENNESSEE . s CERTIFICATE OF APPROVAL FOR RECORDING I hereby certify that the "subdivision plot hereon has been found . to comply with the Subdivision Regulations for the B/o nt County Planning Region, With the exception of such variances, if any, as noted i the minutes of the Planning Commission, and that "�- i roved b the bod for. recordin i the office of a county register. z.��,o WHITTENBURG W ESTATES! ecre arynnmg commission a CERTIFICATION OF OWNERSHIP AND DEDICATION / �p I / s 1 (we) hereby certify that l am (we are) the owner(s) of file property shown and .... 1�� described hereon and that / we) hereby adopt this plan of subdivision with my (our) 0 free consent establish the minimum building restriction lines, and dedicate allJ rights -of -way, streets, alleys, walks,. easements, parks, and other open spaces to / public or private use as noted ®� `�. CENTENNIAL �4�GN E X / ® CHURCH N Roa°� �`� -?`�E ` y FRANnIN es e g Date . a ,,• WDB z316 PG 896 LOCATION MAP . S64°14'57"W e..�. NOT ro scaLE e y e I g ( e 96.57' ®•/ S70030'58 "W CERTIFICATION OF THE APPROVAL OF WATER CENTERLINE 158.55' S70030'S8"W CENTERLINE DITCH 107.86' UTILITIES DITCH POINT CENTERLINE I hereby certify that the water improvements have been installed in an acceptable POINT CENTERLINE DITCH manner and according to the specifications of the Blount County Subdivision POINT DITCH Regulations, except as noted hereon; or proper provisions have been made for their POINT S82°49'55"W installation. A=28.86' ` ct .. _ ®. 146.00' &ngTWeer onager - a er QualityControl epa men a e D=22°03'03" POINT \\ .� , , ' �. WITNESS 25' - - - - - "� CENTERLINE A �, B=N48° 15'23"W C� '. \ -.. 0 POCn1Hr X CERTIFICATION OF THE APPROVAL OF SANITARY Z�N SEWER "UTILITIES C=28.69 \ '. ' ! hereby certify that the sanitary sower improvements have been or will be installed in moils "" \ . ' an acceptable manner and according to the specificafians of the Blount County ` . Regional Land Developments Regulations in the Subdivision shown hereon, provided the 1/2 E!R developer makes proper provisions and pays the required fees to the City. of Maryville \ L13 -- - -" •m I. WITNESS 25' pursuant to the Rules, Regulations, Rates and Policies' of Ma " le Water Qualify e \� - _ _ - --= 0) 1 LEGEND Control Departmen ZONE ' 2 / ZONE X \ \ EIR EXISTING IRON ROD \ \ �o gineer snag . - a er ua 'ty on ro epa e. a e 1 ElP . EXISTING IRON PIPE NIR NEW IRON ROD CERTIFICATION OF THE ELECTRICAL UTILITY SERVICE 1 \ \ Z � "'-'�s�4•� 15' BUILDING A= ARC LENGTH The proPerty shown. on this subdivision plat. is within the service area of the \ �i \ K+ r SETBACK R= RADIUS ��- I� �wtiity \ 1 23 \ VO D= CENTRAL ANGLE (DELTA) The following condition(s) apply s sr \ �PG \ram I B= CHORD BEARING Lots s�are served by existing powerlines. N59 1 '54 "W \ 1/2 EIR \ 25 g0� 24•R1. I C= CHORD LENGTH 1.030 Ac. ► �s N20°59'42"V{/ Ac. ACRES Lots - are/will be serviced by new powerlines as per agreement \ SF SQUARE FEET between owner of subdivision property and utility. 1 229• � 18' WDB WARRANTY DEED BOOK 2 ' \ \ 25R \o= I • PG PAGE Note: In any of the above instances, extension of the service connection is the \ _ - - responsibility of the individual lot owner, in accordance with the established policies of \ 1.345 Ae. NiTPRY \ �J QiQ i-.1TYP TYPICAL the utility ompany. SE VAT - h Gj SP WEE`' �% I • ' " R/W RIGHT-OF-WAY \ sea ��L I CENTERLINE F i I 20 DRAINAGE / are I e a e \ ✓ � BOUNDARY LINE \ i C2 EASEMENT -•-•-•-------•- CERTIFICATE OF ACCURACY / N1i - PREVIOUS LOT LINE A=137.97' ` / ! _ - - _ _ ROAD RIGHT OF WAY LiNE l hereby certify that the plan shown and described hereon is o true and correct ` � I �. - _ survey to the accuracy required by the Blount County Regional Planning Commission R=290.00 0 BUILDING SETBACK LINE and that the monuments have been placed as shown hereon to the specifications of ° ' » / ' ' 1/2"EtR EASEMENT LINE o n Re tonal Subdivision Re u/ations. D=27 15 30 \ / /` A_ 141: 97 `�.� I I the Blount u ty g g ° , „ ROAD CENTERLINE �""-' % •'? • 2 % B=N45 39' 10 W 1 / R-150.00 !y �� . -� -- - - 100 YEAR FLOOD LINE (FEMA) Registered an Surveyor a e C=136.67 / 1/2 EIR D=54013'46" �'/J� ' . DRAINAGE EASEMENT AREA 1/2AE�R / / B=N76°44'24 "Ergs So. CERTIFICATION OF THE APPROVAL OF STREETS i / C-136.73' This subdivision lies along an existing public County road. The improvements related to streets have 9 o e been installed according to County specifications; and according to the specifications of the B/ou t County Planning Commission's. Subdivision Regulations, except a noted he on or proper provis! ns have been ma a for their installation. Coun a u hten en e CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS (E-911) Certificate of Approval of Road Names and Property Numbers (E--911) l- hereby certify that (1) the names of existing public roads shown an this subdivision plat are correct, (2) the names of any new roads, whether public or private, do not duplicate any existing names and said names ore'lapproveO, and (3) the property numbers of the lots shown on Ibis plat are in nfo once `with the E-911System. Igna ure a e Phyllis Lee Crisp, Regi.si Blount County Tennesse< BLOUNT COUNTY HIGHWAY DEPARTMENT MUST BE Rec #: 603026 Rec'd: 15.00 Instrument #: CONTACTED PRIOR TO CONSTRUCTION OF THE DRIVE state: 0.00 WAY ACCESS. Clerk: .00 Recorde 2r Other: .00 7/20/2021 at Total: 17.00 in Map File FILE Pgs 4: SURVEYOR'S NOTES: 1. Blount County Zoning: R-1 2. 1/2" new iron rods will be set at all internal lot corners. . J. Drainage and utility" easements shall be 5 feet on each side of all interior lot lines and 10 feet on the inside of all exterior lot lines and street rights of way. There shall also be easements 5 feet on each side of all as -built utility lines. 4. Front Building setback shall be 25 feet from all street rights -of -way, unless otherwise noted in restrictions. All other Setbacks shall be in accordance with the Zoning Ordinances. 5. No Instruments of Record reflecting easements, rights of way, and/or ownership were furnished to the Surveyor, except as shown hereon. The Surveyor has made no attempt to access the public records for any easements. Subject to any easements, regulations or restrictions in effect at the time of this survey. No title opinion is expressed or implied. 6. 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 utilities should be -verified through Tennessee 1 Call (1-800-351-1111) or the utility provider prior .to any excavation or construction. Z The Surveyor has made no attempt to assess the subject property for possible wetlands. N32001 '25 "W/2 EIR 29.85' �G � G � A=38.15' R=20.00 D=109° 18'06" B=S86040'29 "E C=32.63' I er r b r�`• -r m 913231 C n _N 0:15 AM Z 65B-4165B O 112 EIR / N 17048'08 "E R=150. 00 LF�F,y J 50.00' / D=31 °49'23" B=N33°42'49"E y / C=82.25' -A=30.96' R=85.00 D=20°5221 B=N28° 14' 18 "E C=30.79' EASEMENT ` CURVE TABLE No. Len. Radius Delta Bearing Chord C 1 21.01 ' 75.00' 16'03' N51.1527"W 20.94' C2 20.55' 150.00' 7'51' N45'42'03"E 20.53' EASEMENT LINE TABLE No. Bearing Len. L 1 S80724' 18 "E 112.33' L2 N72'21 '03"E 183.44' L3 S40'2229 "E 153.50' L4 S45'38'40 "E 148.13' L5 N727211031E 159.70' L6 S80724'18"E 7352' L7 S76'08'43"E 12.19' L8 S20'59'42 "E 105.41 ' L9 S69'00'18"W 20.00' L 10 S2075942 "E 119.17' L 11 N59' 16'54 "W 27.20' L 12 N59' 1654 "W 25.70' L 13 S72'21 '03"W 238.90' L 14 N40'22'29 "W 89.87' OWNER�CLIENT: CHARLES H. & KELLY A. STERLING P.0. BOX 5012 MARYVILLE, TN 37802 �j 2 LOTS ±2.375 AC. DISTRICT 12, BLOUNT COUNTY RB 2245 PG 206 TAX MAP 48F . "A" PARCELS 24.00 & 25.00 WHITTENBURG ESTATES SUBDIVISION �� oo PLAT REF. 1758A & 4148A , 50' 25' D 50' 100 1„ = 50' SURVEYOR'S CERTIFICATION: 8. The Parent Tract to this subdivision is subject to a Right -of -Way Easement for an electric line as recorded in Miscellaneous Record Book 15 Page 3, in the Register's Office for Blount County, l hereby certify that this d a Category 1J survey, the ratio of Tennessee. Said easement does not have a described location or width. 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 9. Located in Flood Zone 'X" (areas outside the 500 year flood limit) and Flood Zone "A" (areas Standards of Practice. within the 100 Year Flood with no Base Flood Elevation determined) according to Flood Insurance Rate Map 47009CO144C, dated September 19, 2007. �'' 2� 10. The purpose of this plat is to re -subdivide Lot 24R into Lots 24R1 & 25R. Tennessee R.L.S. 1929 Date SINCE.1979 STERLING .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 z H M n 1�1 �M V 1�1 z � H o O z 1M1 1/el 1�1 H a 1ER ti p. LANp'••�O .� AGRICU EE SSEE •�0 ��`�� © Copyright 2021 Sterling Engineering, Inc. All Rights Reserved SHEET FS DESIGNED: DRAWN: SDC/KAS CHECKED: . CMR DATE: 6/23/21 SCALE: lit = 50" DRAWING: 4699-24R1&25R-FS PROJECT NO: SEI#4699-24R,