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4458BC, z u. a T CC: Cr CN cc 3 z ff• 4 F a LLL X 4 W. W. r z- W. d r ACKNOWLEDGEMENT AS TO MIDDLETON. ROGERS & PATTON PROPERTIES: The undersigned hereby acknowledges that they .are familiar with the conditions shown on the underlying plot and that he has the authority to execute the document on behalf of the above named entity. Owner James D. Middleton o 1R Date Ow er - Martha G. Middl of 1 R Date Owner . - ath nn M. Rage Lo 2R Date Owner -Par C. -L og Lot 2R Date Ow f - avid C. Patton Lot 2R, 3R & 4R Date SURVEYOR'S CERTIFICATION: I hereby certify that this is a Category I survey, the ratio of precision of the unadjusted survey is 1: 150,915or greater as shown hereon, and this survey was done in compliance with current Tennessee Minimum Standards of Practice. Ten ssee R.L.S. 1929 Date SURVEYOR'S CERTIFICATION OF EXEMPT PLAT: !.hereby certify that this plat qualifies under the provisions of Section 13-3-401 of the Tennessee Code Annotated and is exempt from the requirements of the Blount County Planning Commission, because (a) no new street. or utility construction is required, and (b) all tracts are five (5) acres or greater in size. Surveyor Registratio umber -State of Tennessee Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 644716 Rec'd: 15.00 Instrument #: 966637 State: 0.00 Clerk: 0.00 Recorded other: 2.00 6/28/2023 at 10:40 AM Total: 17.00 in Map File FILE Pgs 4458B-4458B OWNERS: 1. JAMES D MIDDLETON & MARTHA G. MJDDLETON 3613 HOLSTON COLLEGE RD LOUISVILLE, TN 37777 DISTRICT 2, BLOUNT .COUNTY WDB 2523 PG 2970 TAX MAP 66 PARCEL 59.01 PLAT REF. 4092E LOT 1 R 2. KATHRYNN M. ROGERS, PATRICK L ROGERS & DAVID C. PATTON 3737 BIG SPRINGS RD MARYVILLE, TN 37801 DISTRICT 2, BLOUNT COUNTY WDB 2654 PG 1665 TAX MAP 66 PARCEL 59.03 PLAT REF. 4092B LOT 2R 3. DAVID C. PATTON 3759 BIG SPRINGS RD MARYVILLE, TN 37801 DISTRICT 2, BLOUNT COUNTY WDB 2604 PG 1557 TAX MAP 66 PARCEL 59.02 PLAT REF. 4092B LOT 3R DISTRICT 2, BLOUNT COUNTY WDB 2604 PG 1553 TAX MAP 66 PARCEL 59.00 PLAT REF. 4092B LOT 4R I I SURVEYOR'S NOTES: LEGEND: 1. 112' new iron rods will be set at all internal lot corners. 1 EIR EXISTING IRON ROD 2. Drainage and utility easements shall be 5 feet on each side of all interior EIP EXISTING IRON PIPE ti / G lot. lines and 10 feet . on the inside of all exterior lot lines and street rights of way. There shall also be easements 5 NIR NEW IRON ROD feet on each side of all as -built Gy F water utility lines, and 7 112 feet on each side of as -built sewer utility N&D NAIL & DISK dines. FP FENCE POST 14 Q �G � I J. Front Building setback shall be .30 feet from all street fights -of -way and A= ARC LENGTH WHITLOCK R= RADIUS Joint permanent easements, unless otherwise noted in restrictions. Al! other i p CHESSINGHAM DR DOL AN, ET AL. RB 2205 PG 2007 Setbacks shall be in accordance with the Zoning Ordinances. D= CENTRAL ANGLE (DELTA) ��-�''� RB 2714 PG 2174 LOT 48 B= CHORD BEARING \CGS, 1 4. No Instruments of Record reflecting easements, rights of way, and/or C= CHORD LENGTH / \ LOT 18' ' ownership were 'furnished to the 'Surveyor, except as shown hereon. The. Ac. ACRES GHQ SITE 1 Surveyor has made no attempt to access the public records for any ` SF SQUARE FEE! .. easements. Subject .to any easements, regulations or restrictions in. effect at �/ 1/2 EIR WDB WARRANTY DEED BOOK „►., the time of this survey. No title opinion 1s expressed. or implied. i MRB MISC. RECORD BOOK o+ 5. The Surveyor has made no attempt to locate underground utilities, RB RECORD. BOOK M L. underground foundations, underground encroachments or underground SPB SMALL PLAT BOOK improvements, except as shown hereon. Actual location of all underground PG PAGE Z utilities should be verified Through Tennessee 1 _Coll (1-800-351-1111) or TYP TYPICAL' r- \ I the `utility. provider prior to any excavation or construction. R/W RIGHT-OF-WAY 5. Located in Flood Zone 'X'.' . (area of minimal f/ood hazard); according to CENTERLINE �o FEMA Flood Insurance Rate Map 47009CO250C, dated September 19, 20OZ BOUNDARY LINE ROAD RIGHT-OF-WAY LINE 6. The owner and/or developer of any lot, in developing the lot into building;' - • - • - - - • - • - • - • - PREVIOUS LOT LINE whether primary structure or. accessory structure, or conducting any development or use that will disturb soils on the Jot, shall reserve and EASEMENT LINE maintain area sufficient for rims seconds. - BUILDING SETBACK LINE primary, secondary (and tertiary when applicable) ROAD CENTERLINE ' septic field lines appropriate. to the size and use of buildings and other development or activities. The Blount County Environmental Health Department EDGE OF ROAD should. be consulted prior to any construction to determine appropriate area UG UNDERGROUND (U/G) GAS LINE to be reserved undisturbed for septic field use. 7. Big Springs . Road is an existing public road and although the underlying deed calls for the centerline, the public may have acquired ` prescriptive rights. i The client is advised to contact an attorney concerning title to that portion I of the -property lying within the improved and maintained areas. 8. The following note Is per TCA 13-3-414: The Developer has utilized reasonable means to notify the owner of the Natural Gas Pipeline to verify LOCATION MAP �, 1 the location of the pipeline and the pipeline Easement. The Developer has - NO TO SCALE I LE - reviewed or attempted to review preliminary information about the. Proposed to Development with the Pipeline Operator. SMITH, ET AL. RB 2388 PG 40 N co 9. Property is zoned Blount County R-1, Rural District 1. LOT 17 two `O I 2 I I _ I O \ � CHE55ING M SID pl•AT REF: 1692B N 4R , Via." 112" EIR et M WM t W�w Wp�~O a WITNESS ® `Oo M a � Z' i '' \ \ �cr3-o 4R-1 45.32' o °' o+ Yq N oa.o Taste �tnO Q`4 c�� o I TO CL/CL INTERSECTION to ' N ^ o: N O �- mt9-t -4 \ -p Z 52.484 Ad. BIG SSPRINGS ROAD & N O N W . J C. h N (a .► t9 0� kM O CHESSINGHAM DRIVE .� e} Q Q so d ►- U a O W n- t_ Z cp F- op O N79'23'E t9 C9 O �. O W cp O H ? N h M c� ►.. g _ O N 347.9' 0.. J4 Oa 4C1t1 k rk I• V W O n- �. ON�tO I� O �� QOO WoOi� tQi1no cV 3 mm op m \ cc 935'17W N I m >a N 2 N S24-38'27"E 25.13' 4 I m 904.43, 112" NiR I 112" NIR 906.96' ` LOT LINE &ANY ASSOCIATED I 112„ EIR S24'38'55"E /vs521 o5E_ _ $24'38'27"E `�' S16'S4' 4'38'23"E � 25. " 22542 SF \ EASEMENTS TO BE REMOVED I S79'58'36 "W POINT 59 E �` SZ N65.21 05 E 418.73 418:73 ,1�2 NiR 0.520 Ac. \ \ BY THiS' REPLAT 198.03' cc I 185.28' 186.98' `�25• S24'38'55"E 10468 SF t \ 25J8' POINT 202J4, ; LOT LINE & ANY ASSOCIATED S79'58'36"W � S16'S4'S9''E S24'38'23"E 0.240 Ac. +� EASEMENTS TO BE REMOVED 1 32.18' 9663 SF \ „ I � 0.222 Ac. + BY THIS REPEAT 112 NIR LOT LINE & ANY ASSOCIATED + \ I WITNESS ® EASEMENTS TO BE REMOVED t 45.33' BY THIS REPLAY . ,3R ; 1 In A=395.10' _ + c� _ M R=636.62 I I 2R-1 + \ \ to D=35'33'32" 1R-1 3 1.6.387 Ad. + Ln I B=S62'11'50"w 5.059 Ac. ^ c z C=388J9' LOT LiNE & .ANY ASSOCIATED +� LOT LINE & ANY ASSOCIATED I itn EASEMENTS TO BE REMOVED . + EASEMENTS TO BE REMOVED 5p' G EME� �NG•i BY THIS REPLAT t BY THIS REPLAY t�S,Ot;E� JE(OR p +•t \ (ESEE 509 ct ca I I Z C oq POIN I 15' POWER LINE 1 •''8 Ac EASEMENT S3-. 9. 1 S (FLEC) - ,I�s 1a 13.26 31"W _� L 4k 4S C� per' - m �2?0� I 0.224 Ac. N38'3T08"W - _ ' - 96' �3 a� ^\N ,��/ N �� ti 8> o • ` ` _ 1 20.66 - 1 tE9 • „W �� czn`�'- N40'40'12"W 53� 5��01"E - N36•p0 25 . ,� 83 3r F - S29'37.44. _ • -co, - \ 1 S44'25 04 W N 284.42 , ' 112•es� F7 *`� F 2S� ` _ s1s 1744E - - 350.10' I 22723' ';®� ,50.E - 1,2 R r �o--------_•_--------------•--e _ - �3 PAT �� 90,81, 215 70' 355.81 E I203.� 2 ryF/ 1 E 81 •SZ �f' o RB 2604 PG 1561 ��� ~?°O�'It� 2273T S29'37 2 p N .�,0'�Z 2 S1s•1T12"E POINT -'n ko 1_4 1.778 Ac. 1 S44.25'04 "W I `�' a .y W Cb '"+ a POINT x � E� ALD 1 ry 25.09 eD011r \ �' a" o �o ►a WDB 548 PG 490 I oE'�n F.� cQ 6" CONC. caner 11/1 Al+n I M- '!t LINE TABLE No. Bearing Len. L 1 ` . N38'37'08 "W 20.38' L2 N38.00'20 "W 91.47' L3 N38'1735"W 67.60' L4 N14'38'19"W 31.96'' L5 N3'07'26 "W 29.06' L6 N10'2857"E 44.04' STERLING E N G I N E EIR I N G I N C LAND SURVEYING CIVIL ENGINEERING CONSULTING LANDPLANNING 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 W N O w00 � M E-+ 0 o E"I Z 1••1 W W O..a L4 Now . a GM� W m 4 ````�oQKER M ,`!,o � ``.`p LANp V� AGRICU RE 01 c0 'L /c 6 .... • ,SSEE N�````�� ©copYynnBght 2022 Sterling Engineering; Inc. Apr Reserved SHEET OF 2 DESIGNED: DRAWN: SDC CHECKED: CMR DATE:. 06/22/2023 SCALE: 1 " = 100' DRAWING: 7545-EXEMPT-FS PROJECT NO: SEI#7545