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3813AN N In a% N N M 3 v U m m 0 i M a v m 00 CD 00 to 3 x 2 PARKER 1 2 BAKER WDBWDB t ° 30 PG 22 OP O�tG ROP tN R Pts gP BRYANT �ERtt,EO WDB 140 PG 380 P PR Pt��P G00N N LOT COMMON DI{AINFI"ELD S,EPERA 0 BE FILED PLAT TRACT B R OF WDB 545 PG 164 3015A COMMON SS RAPER I nVGP S&0'EGRF PLAT Rr : w� " " REMAI MORTON DS B i y - AGE & vTT OUTH BLOUNT^COU1V a D t� WDB. 2117 PG 2713 " " N h UTILITY DISTRICT ' PLAT RIs�'.' 3015A ^�. SITE .-4 RB 2337 PG 2010 �, :�(Zi �Co 'Al. `o COMMON DRABOULU � " " A f� � lA TRACT C to 0 6' PLAT REF: 3015A 2 161: 58' N tp ry ,D` E 5 �384.45' 384: 07' 1 2 ElR S22'27'30 "E Oh tR Rt°G GILL 6'$• ,3p iN / E ° WDB 445 PG 515 .32 840.00' ti� `�% „ „ , °i 2' 27,3 , cr ' „ S20 18 31 E " 59 , �yGR SOP BRYANT 1/2"EIR 5 S22 27.30E , ' 1/2 EIR S22�23 01 E 1 7.7/5 81.70 79.89 ) .63, 1 � S12.5p10 I WDB 140 PG 380 116.58 119.08 122.08 26J0 97.32 124.50 124.50 32 E 168 37, 1/2 "EIR 120.00' 120.00' 120.00' 120.00' 120.00 120:00 120.00 T �E ' LOCATION MAP S3q•5g 61 0 25' INGRESS, EGRE S 167.33• 'EIR ry 0.529 Ac. 36 Ac: & DRAINAGE ESM . 90625' NOT TO SCALE / OAc. W `" a ro 23059 SF 23338 SF ( �" 5� EXISTING g1.OZ' 73 0.55 SF w o 6 7 0 o �o ,� ,� N .W SET STONE 0.555 Ac: o 0 0 0 24000 M o0 0 0 M �,� ro o v o rn o AT FENCE POST 68 0 0.551 Ac.. cv O N N co ^ co ^ N N M Q N o 0 71 rn _ 4 i87 SF; 0 72 0 71 o M o 69 0 551 Ac. 0 24000. SF ;� p co ;'� ;� r• 64 co 63 62 p ,� 59 �° 58 g. a, 2 0 0 0. N p 66 . rn 65 cp oo N ^ m m �i � 0.649 Ac. ^ o ? N 0.626 Ac. N N N 0551 Ac. 4000 SF N 0.55 f Ac. N . N 0.551 Ac. N 240.00 SF N '` 0.528 Ac.. 0.530 Ac o 15 2 24000 `SF z 24000 SF N to 0.529 Ac. �o p,528 Ac. a 0.529 Ac. Z ^ "� o �- - N 28275 SF 0.671 Ac. W 27256 SF . 0 23045 SF Z 23042 Sr _ _ _ - - - - - o _ I _ 29232 SF hh z 23014 SF - 23019 SF _ 23079 SF a r. �, 0.759Ac.----------------- -- _ No 33049 SF _ _- - --- ----- ----- ry 130.00' N= <C 42 124.50' 110.03' _ 0 °i �o 0 41 N ,Gr, c'w� - - - - - - - -- - , , , cr N 116.50' 119. 00, 122. 00' 124. 00 124.50' 9 93.16 • _ 57 "� 3826• N �] 120.00 120.00 120.00 120.00 S22 27 30 E' s22-2730 E - _ - Co- �-a_ _ S C8 0.920 Ac. N 25 18'C11 55.70 120.00' _ _ _ _ - -' 120.00' 6 �F cr233'S4 • _ - SAGEGRASS DRIVE _ _ _ 9oo.53' 11.¢41 F 40058 SF a5 c. S2227 30 E 50' A . C3 _ - _ 845.70' - -_ 0.9--�-- , , • 7 W.., 39421 SF / C 13352' _ _ i , 120.00' 120.00' 120.00' 140.00' C3 28 140.00' 120.00' 120.00 _ - - 120.00 - - --120.00 - - --120.00 _ - - M 110.53 C29 C30 1 p 165' to 4.10C41 55.70 120.00 120.00 'o ----- ) ----- - ---- ----- - ` 24. _ - I 1/2 ElR E� / / a3 cr4 i - 5 I p ,� o 0 0 129 0 130 131 0 0 132,ac. 551 133 c. .s2 Ac. C4oi o. o C. I23 0 124 0 0.551 Ac. 0 126 0 " ( ~ QN. o0 1518 c: N o 0.551 Ac. 0 0,55i A ,� 0 0.551 0 2 ^ .22879 SF r' 2 1 `35' » �- o 0 0 0.754 Ac. I I o E`+ 0 0.551 Ac. o F , W 1 122 0 0.55i . Ac. d 0,551 Ac. 0 24000 SF o o W �, o. 0.5 "� 0 24000 SF . o 0 24000 SF N o 24000 SF N 23999 SF "' 0,550 Ac. C33 ''EIR 1/2 o , 0 12 00 0.551 Ac. 0 24000 SF o N o 32866 SF I to , I - to N 24000 SF N N 24000 SF N N rn I / / 19 M N N 24000 SF ,,� o N I w ^ Do Z 23980 SF 120 N 0.551 Ac. N 24000 SF N N �� I 1 0.546 Ac. ~ oN. / 0.620 Ac. �, 780 SF 24000 SF Z 50' PUBL�IIC� I '`� I 0.764 Ac. c15 / 270036 c. o ^ 23 RiGHT OF WAY i i ��� 33266 . SF 1z I p A N22'27'30"W 136 N22'27'30"W -.i I 0.646 Ac. j c3 4O ,. , I 165. 00' 165.00' 120. 00' 120.00' 120, 00' 120.00' 120.00 120. 00' . 120.00' 120.00' SSA , 28123 SF I S22'27 30 E I 20� .33 / / /2'ElR I 184.94' 120.00' 120.00' 120.00' 120.00. 120.00 120.00 N 241.35 1 . I I to SS' . o° : �� ! W �, i o . l " 0 106 0 104 o N o 0 0 101 , yti �i crs 11.8 o- a o I 1.10 o N o 0.551 Ac. o w 78 t o.662 Ac. 117 115 0 113 :R 0 112 111 i N 109 108 g 1 0 0.551 Ac. „, 0 105 1:0\ N o 16: a 114 o I 0.754 Ac.. co 0 0 0 0.551 Ac. 0 0.551 Ac. 1 0 o Ac. ^ ^ 0.551 Ac. Z 0.551 Ac. 0 0.551 sF o 24000 SF 0.551 Ac. 24000 SF N 103 ^ N 10 o p,565 Ac.,� �' 0.905 Ac. 28841 SF "' 0,551 Ac. o 0 0.551 Ac. 0.551 Ac.. N 0,551 0 0.754 Ac 39437 SF o 0 0.551 Ac. o 0 0.551 Ac. o o I� I 32866 SF o 24000 . i� N 24000 SF `�' 24000 SF Z 24000 SF N 24610 SF / �rt0 �R>! \ a ^ 23999 SF o 4000 SF N 24000 SF N 24000 SF N 24000 SF i N 24000 SF N 32866 SF I Z I N 24000.SF 24000 SF N N \ \ N 2 Z I 1 cn. Z/ 1/2 ElR r� 26.32, S59'02']0"E \ - -_-- - ----- - --- ----- ---- - l I - ,�0- C2 C39 I 24 21 ( ( 120.00' 6 4 --- ---- ---------- q� 1/2EI \ ---------------------- 120.00' 12000, R ,- C3 C27 140.00' 120.00' 120.00' 120.00' 120.00 120.00 4 25 j _ 8 110.00' 1.90. 00' 120.00' 120. 06' 120.00 120.00 140.00 SAGEGRASS DRIVE "El � � _ n122.2� (9 900.00' o� 1.172 Ac. \ �''�-.--$----- _ - N222T30W8 • 120.00' 120.00' 130.00' 140.00' 120.00' 120.00' 120.00' r20.00' 120.00' - 120.00' - 120.00' _ 120.00' - 21.40'C �a,C2 1/2" 0 , S590210E�� C20 • -- ----- v>Zs�82.83' 21 105.90' 120.00 120.00' 120.00' 120.00-- ------ - - - -- - - - --- - --- -- ----- ----- ----- --- 100 W 88 89 W 90 0 91 o g 93 0 94 .595Ac. N o.59At;. m 0 0.59�Ac. o o.e78 Ac. ,� N � / 82 3 ;� o o -oo o M o 0.55t SF o p,551 Ac. :oo p,597 Ac. o0 0:643 Ac. o0 92 0 0.551 Ac. M o 0.551 Ac. 0 24000 SF o 96 "' cs 24000 SF `o `" 0 24000 SF N 29552 SF \ N N _ 0.590 Ac. d 8 0 84 o d 8 N o 24000 00 24000 SF N o 26000 SF o 28000 SF N p,551 Ac.. N 24000 SF N 24000 SF N N 0.551 _ Ac. r0 N N ;� oo tri W 81 25722 SF o 0.551 . Ac. • o 0 86 0 ;� o :'� o N to 24000 SF Z o 98 N N / 0.722 Ac. N 24002 SF(0 `�' 0.551 Ac. N 85 N N N ' N. 24000 SF / 80 0.551 Ac. o o a o 0.551 Ac. Z cn 6 w / 08 Ac: 31453 SF 24090 SF 2400 Ac. 2400 Ac. 24000 SF z Z N 24000 SF � 1. 24000 SF 24000 SF \ 5% / 120.00' 120.00' 120.00' 120.00 120.00' 160.42' Z / 120.00 120.00' 120.00' 345.95' 120.00 120.00 120.00' 120.00' 120.00' 120.00' 120.00' 120.00' 120.00 130.00' 140.00 1/2"EIR N22'27130 "W 1 EIP 2816.37 . 15 CERTIFICATE OF ACCURACY l hereby .certify that the plan shown and described hereon is a true and correct survey to the accuracy required by the Blount County Regional Planning Commission and that the monuments have been placed as shown hereon to the specifications of the Blount County Regional Subdivision Regulations. BL OUNT COUNTY T NNESSEE �.ZI• �9 CERTIFICATE OF APPROVALFOR RECORDING egis ere an Surveyor Date I hereby certify that the subdivision plat hown hereon. h s been found to comply with the subdivision regulations for CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS the Blount Count Plan ion, wi t exception of uch variances, if any, as noted in the minutes of the Planning Cam ran, and that ha be n approved hot body for recording in the office of the County Register. E-91 1 I hereby certify that (1) the names of existing public roads shown on this subdivision plat are correct, (2) the names ry, annrng Commi ran D e (� L ` of o y new roads, whether public or private, do not duplicate any existing. names, and (3) the property numbers of the is shown on this plot are ecretain conformance with the E-911 System. CERTIFICATION F OWNERSHIP AND DEDICATION l we hereby certify that I am we are the owners of thepropertyshown and described hereon and that I (we) Date (� y fY ( ) O Signature hereby adopt this plan of subdivision with my (our) free consent, establish the minimum building restriction lines, and dedicate all rights of way, streets, alleys, walks, easements, parks, and other open spaces to , public or private use as n CERTIFICATION OF HIGHWAY DEPARTMENT fA This subdivision lies along an existing County road. The improvements related to streets have been installed according a e WN to Co my specific ion; and according to the specification of the wne tannin Com is ran s Subdivision Regulations, except as noted here n; or proper provisions have been made for their Doe f,iPnstall tion. Ownerh/ Da e CERTIFICATION OF THE APPROVAL OF WATER UTILITIES "re ! hereby certify that the water improvements have been installed in an acceptable manner and according to the specifications of the Blount County Regional Land Development Regulations in the Subdivision shown hereon. BLOUNT COUNTY HIGHWAY DEPARTMENT MUST BE CONTACTED PRIOR TO yK CONSTRUCTION OF THE DRIVE WAY ACCESS. ager, Souffi Blouritcounty brality Dis nc Da e CERTIFICATION OF APPROVAL OF SANITARY SEWER 'SYSTEM I hereby certify that the sanitary sewer system has been approved by T.D.E.C. and proper provisions for the installation of the system have been made. SURVEYOR'S NOTES: 1. 1/2" new iron rods will be set at all infernal lot corners. 2. Drainage and utility easements shall be 5 feet on each side of all interior lot Tines and ®- South Blount Utility District Da a 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 water utility lines, and 5 feet on each side CERTIFICATION OF THE ELECTRICAL UTILITY SERVICE of as -built sewer utility lines. The property shown on this subdivision. plot is within the service area of the �s* o�( a,..,a Ekec'�R(�- %anuwal•ua 3. Front Building setback shall be .30 feet from all street rights -of -way and joint P permanent easements, unless otherwise noted in restrictions. All other Setbacks shall be in The following condition(s) apply: accordance with the Zoning Ordinances. _Lots - are served by existing powerlines. 4. 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 _ Lots 15Z - t3G are/will be serviced by new powerlines as per agreement between owner of subdivision access the public. records for any easements. Subject to any easements, regulations or property and utility. - _ restrictions in effect at the time of this survey. No title opinion is expressed or implied. _No provision has been made for the extension of electric service to lots Electric service can be responsibility for future extension rests with the subsequent property owner(s), in accordance with the 5. The Surveyor has made no attempt to locate underground utilities, underground installed, but the respon ty foundations, underground encroachments or underground improvements, except as shown established policies of this utility company. hereon: Actual location of all underground utilities should be verified through Tennessee 1 Note: In any of the above instances, extension of the service connection: is the responsibility of the individual lot Call (1 -800-35 1 - 114 1) or the. utility provider prior to any excavation or . construction. owner, in accordance with the established policies of the utility company. 6. Located in Flood Zone X (areas determined to be outside of the 0.290 annual chance floodplain) per Flood Insurance Rate Map 47009CO115C, Community Panel 470356, dated L' A`1� September 19, 20OZ Signs u r e F . ou on ec ric a ee 13 �Q 3� McCOY WDB 613 PG 138 RnA n rRNTFRLINE CURVE TABLE No.. Len: Radius Delta Bearing Chord C 1 13311 ' 300.00' 25 25' S0'0131 "E 132.02' C2 3359' 200.00' 937' S1738'50"E 3355' C3 1 35.30' 200.00' 10'07' S27'30'52 "E 35.25' C ' ' ' ''" I C 6333' 350.00' 10'22' S 17' 16'30 "E 63.24' LEGEND: RB RECORD BOOK EIR EXISTING IRON ROD EIP EXISTING IRON PIPE NIR NEW IRON ROD A= ARC LENGTH R= RADIUS D= CENTRAL ANGLE (DELTA) B= CHORD BEARING C= CHORD LENGTH Ac. ACRES SF SQUARE FEET WDB WARRANTY DEED BOOK PG. PAGE TYP TYPICAL R/W RIGHT-OF-WAY CENTERLINE BOUNDARY LINE ROAD RIGHT-OF-WAY LINE LOT LINE EASEMENT LINE - ROAD CENTERLINE LOT CALLS CURVE TABLE No. Len. Radius Delta Bearing Chord C6 15ZJ.4' 275.00' 32'47' N3'48'18"W 155.20' C7 61.86' 325.00' 10'54' S70759 "W 61.77' C8 82.34' 325.00' 14'31 ' S5'34'41 "E 82.12' C9 28.:32' 225.00' 713' S 1626'30 "E 28.30' C 10 . 9.47' 225.00' 2'25' S21 ' 15'09 "E 9.47' C 11 39.71 ' 225.00' 10'07' S27'3o'52 "E 39.66' C 12 56.42' 245.00' 13.12' S39' 10'06'E 56.30' C l3 87.02' 245.00' 2021 ' S55756 30'E 86.57' C 14 9ZOJ' 245.00' 2241 ' S77 2746 "E 96.39' C 15 96.13' 245.00' 22729' N7957'06 "E 95.51 ' C16 146.17' 245.00' 34.11 ' N5137 08"E 144.02' C 17 15.01 ' 245.00' 3-31 ' N32'46' 18"E 15.01 ' C 18 15.01 ' 245.00' 3'31 ' N29' 15'42 "E C 19 71.75' 245.00' 16'47' N 19'07'02 "E 71.49' Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 549492 Rec'd: 15.00 Instrument #: 843945 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 4/23/2019 at 11:25 AM Total: 17.00 in Map File FILE Pgs 3813A-3813A C20 127.79' 245.00' 29.53' N4.12'55"W 126.35' C21 14.11 ' 245.00' 3' 18' N20'48'30 "W 14.11 ' C22 58.80' 325.00' 10722' N 1 T 16'30 "W 58.72' C23 70.41 ' 325.00' 12725' S5753'07"E 70.27' C24 39.22' 225. o0' 9,59' N8855'09 "W 39.17' . C25 29.13' 20.00' 83'28' N52' 11 '02"W 26.62' C26 6Z85' 375.00' 10-22' N 17' 16'30"W 6Z 76' C27 39.27' 25.00' 90*00'. N22'32'30"E 35.36' C28 39.27' 25.00' 90.00' N6727'30"W . 35.36' C29 9.47' 175.00' 3'06' N20'5428 "W 9.47' C30 19.92' 175.00' 631 ' N 16.05'49 "W 19.91 ' C31 122.02' 275.00' 25725' S0'07'31 "E 121.02' C32 41.54' 325.00' T 19' S8'55'26"W 41.5.1 ' C33 147.08' 325.00' 25-56' S7'42'10"E 145.83' C34 31.42' 20.00' 90'00' S21'44'30'W 28.28' C35 89.59' 175.00' 29'20' S81 '2429 "W 88.62' C36 39.27' 25.00' 90'00' N22'32'30"E 35.36' C37 . 39.27' 25.00' 90'00' S67 27'30'E 3506' C38 10.00' 195.00' 256' S20'59' 19 "E 10.00' C39 301.30' 195.00' 88.32' S2444'.46"W 272.21' . C40 266.89' 195.00' 78725' N71'4648"W 246.54' C41 30.89' 175.00' 10'06'. N27'30'52W 30.85' C42 14.70' 325.00' 2'35' j N21 '57 46 "W 14.70' rC437 10. 71 ' 375.00' 1-38' 1 N 11 ' 16'23'W 10. 71 ' i 3 pgnetic OWNER: FARMINGTON VIEW, LLC 568 S. UNION GROVE D. FRIENDSVILLE,. TN 37737 DISTRICT 10, BLOUNT COUNTY WDB 2117 PG 2713 A PORTION OF TAX MAP 34 PARCEL 23.00 80 LOTS - . t54.72 AC. 100' 50' 0 100, 200' 1" 100' SURVEYOR'S CERTIFICATION: I hereby certify that this is a Category I survey, the ratio of precision of the unadjusted survey is 1: 19,442 or greater as shown hereon, and this survey was done in compliance with current Tennessee Minimum Standards of Practice. 3..Z/ iq Tennessee R.L.S. # 1929 Date O o � 3 5ZM5 a�Wo V� � �z z x w "ER '�;AGRICU RE = is ,tiF ..... ••• '��. SSEE N� ��•. © Copyright 2015 Sterling Engineering, Inc. All Rights Reserved SHEET DESIGNED: SDJ DRAWN: KAS CHECKED: CMR DATE: 9/18/18 SCALE: 1" = 100' DRAWING: 5068B-FS PROJECT NO: SEI#5068B Map File FILE Page 3813A