Loading...
4587ABLOUNT COUNTY TENNESSEE CERTIFICATE OF APP OVAL FOR RECORDING l hereby certify that the subdrYis/ plat her" has been found to comply with . the Subdivision Regulations for the Blount County Planning Region, .wi the excep n of such variances, if any, os noted /n the minutes.of the Planning d fhat'lt has been approved by t body for reco in9 in . office 'of the county register. 7,Slecreary, g omon mrssron_Dffe CERTIFICATION OF OWNERSHIP AND DEDICATION I (we) hereby certify that l am (we are) the owner(s) of the property shown and described hereon and that I we) hereby adopt this plan of subdivision with my (our) free consent establish the minimum building restriction `lines, and dedicate all rights -of -way, a alleys, walks, easements, parks, and other open spaces to public cr private use as noted. Az fo �2Y Pfint owitra e a e dn IMUr CERTIFICATION APPROVAL OF WATER UTILITIES I hereby certify that the water improvements have been'insta/led In an acceptable manner and according to the specifications of the Blount County Subdivision Regulations, except as noted hereon; or proper provisions have been made for their ' fall n Department o e CERTIFICATION OF THE APPROVAL OF SANITARY SEWER UTILITIES I hereby certify that'the sanitary sewer improvements have been or will be installed in an acceptable manner and according to the specifications of the Blount County Regional Land Developments Regulations .in the Subdivision shown hereon, provided the developer makesproper provisions and pays the required fees to the City of Maryville pursuant to the Rules, Regulatio WtPolicies' of Maryville Water Quality Control Department .2/SZ ngmear anoge - er uo i Control Deportment e CERTIFICATION' OF THE ELECTRICAL UTILITY SERVICE: The property shown on this. subdivision plat is within the service area of the Utility The following conditions) apply. Lots �- are served by existing powerllnes. Lots _i_ _J -Lore/wiil be serviced . by new power Ines as per agreement between owner .of subdivision property and utility. Note: In any of the above instances, extension of the service connection fs the responsibility of the individual lot owner, in c rda with the established policies of the utility company- SignatuWrWe Date CERTIFICATE OF ACCURACY I hereby certify that the plan shown and described hereon is a true and correct survey to the accuracy required by the Blount CountyRegional Planning Commission and that the monuments have been placed as, shown hereon -to the, 9 9 specifications of the Blount County Regional Subdivision Regulations: ,• o •'� Reg steered Land Surveyor CERTIFICATION OF THE APPROVAL OF STREETS i .hereby that the str is and other related improvements shown have been installed according to . county specif of/ons o d acc i to, the specifications of the Blount County Planning Commission's Subdivision Regulations, exc f as not h n proper provisions have . been ma for err installation. oun rg ay n e ent Uare CERTIFICATION OF APPROVAL OF ROAD NAMES AND -PROPERTY NUMBERS CURVE TABLE No. Len. Radius Delta Bearing Chord C1 31.26' 20.07' 89' 13' N50' 15'00"W 28.19' C2 71. 11' . J25.00 32'36' S68'37'56 "W 70.16' C3 21.95' 125.00' 10'04' S47'18'13"W 2192' C4 • 18.86' 475. 00' _ 2' 16' 541 'O8'08"W 18.86' C5 1.54' 475.00' O' 11 ' S39'54'18'W 1.54' 06 30.99' 20.00'. 88'46' S4734'22"E 2Z98' C7 37.93' 115.00' 18'54' S39'30'34 "E 37.76' C8 25.05' 115.00' 12729' S23'49'15"E 25.00' C9 55.77' 115.00' 27'47' S3'41 ' 12 "E : 55.23' C10 .36.02' 115.00' 17 57' S19' 1046"W 35.87' C 11 23.31 ' .115.60' 11 '37' $33.5726 "W 23.27' C 12 55.59' 115.00' ` 2742.' S53'36'40'W 55.05' C 13 52.29' 11500' � 26'03' S80'29' 11 "W 51.84' C 14 63.53' 115.00.` 31 '39' N70'39'39 "W 62.72' C 15 9.33' 115.00' 4'39' N52'30'42 "W 9.32' C 16 42.23' 115.00' 21 '03' N39.40'02 "W 42.00' C17 54.39' 115:00' 27'06' N153547"W 53.89' C18 55.98' 115.00' 27 54' N 11'54'00."E 55.43' C19 28.03' 115.00' 13158' N32'49'431E 2Z96' C20 22.55' 525.00' 2728'.. N41 '02'33"E 22.55' C21 39.19' 175.00' 12'S0' N48'41 '20"E 39.11 ' C22 51.18' 175.00' 16'45' N63*2857"E 50.99' C23 39.92' 175.00' 13,04, N78'23'43"E' 39.84' C24 30.08' ' 20.01 ' 86'08.' N41'50'33"E 27.32' C25 BZ48' 65.00' 7707' N10724'11 "W 81.02' C26 115.33' 65.00' 101'4W N78'58'54"E 100.79' C27 102.10' 65.00' 90'00' S5' 11 ' 17"E 91.92' C28 31.85' 20.00' 91'14' S8572538"W 28.59, C29 276.51 ' 1491.40' 10'37' • N 12'03'42"E 276.11 ' C30 164.78' 1180.00' 8'00' N2'45'00 "E 164.64' C31 88. 60' 1180. 60' 4' 18' N3'24'05 "W 88.58' C32 2 Z 60' 1180. 00' 120' N6' 13'20 "W C33 66.22' 667..88' 536' S53-43'07"E 65.20' LINE TABLE No. Bearing Len:, L 1 ` N75'35'36 "W ' 74.50' L2 N36'50'50 "E 30.93' L3 N36'50'50 "E 290.56' L4 N61'39'10"W. 32Z29' L5 N 1725'26 "E 15.37' L6 N6'45'02'E. 113.86' L7 N6'53'33"W 90.69' L8 S79'07' 16 "E 6Z 49' L9 N4.127'31 "E 256.17' L10 N61'58'48"W 262.14' L 11 N28' 10'35 "E 613 99' L 12 S50'55' 16 1E 158.48' L 13 . S50.3545 "E 425. 09' L 14 S50' 10'01 "E 183.12' L 15 S24' 11 '39 "W 21 Z 44' L 16 : S 1 T32'31 "W 266.06' L 17 N54'59'47"W, ` 51.83' 118 ' S34'24'28 "W 1243.07' L 19 S342429 "W 12.08' L20 N61.39' 10 "W 258.36' . L21 N8455'50 "E 34.68' L22 N24.5624 "E 189.32' L23 .N84*55*50"E 4.44' L24 N24'56'24 "E 194.85' L25 N39' 1245 "E 118.95' LINE TABLE No. Bearing Len. L26 N42'16'23"E 17.96' L27 N39-1245"E ' 117.34' L28 N42' 16'23"E 75, 00' " L29 N39' 12'45 "E 75.1.1 ' L30 N42.16231F 75.00' L31 N39' 12'45 "E 31.15' L32 N57 56'21 "E . 45.59' L33 . N42' 16'23"E 75.00' L34 N5756'21 "E 77.89' L35 N42' 1623"E Z 72' L36 N394843"E 44.74' 137 N57 56'21 "E 115.46' 08 N39'48'43T 75.00' L39 N5756'21 "E 30.42' L40 N.17'32'31 "E 66.50' L41 N394843"E 75.00' L42 N1732'31 "E 105.89' L43 N394843."E 75.00' 444 ' N 1.7 32'31 "E 93. 67' L45 N24' 11 '39 "E . 4.61 L46 N39'4843"E 4Z 17' L47`. N24' 11 '39 "E 119.86' L48 N50' 10'01 "W 138.01 ' L49 N24' 11 '391F 92.97' L50 N50'3545W .123.60' LINE TABLE No. Bearing Len, 01 N50' 10'O1 "W 45.10' . L52, N50'11'17"W 33.18.' L53 N503545W . 121..40' L54 N50'11'l77W .12317' L55 N50'35'45 "W 140.85' L56 N50'55'16"W 108.94' L57 N50'35'45"W, 39.24' L58 N28'10'35T 84.93' L59 N50'55'16"W 49.55' L60 N28' 16'35 "E .. 141. 04' L61 S28'09'06"W -60.44' L62 N28'10'35"E 1OZ71' L63 S28'09'06. W 39.36' L64 N28'10'35"E 113.90' L65 N72'25'09"E 51.14' L66 N28'10'351E" 83.41' L67 S61 58'48 "E 73.6 1'. L68 N28'10'35'E .83.00' L69 -S48'57'27"E 9.70' L70 S61'58'48"E .14 1.54' L71 ' `S48'57'271E 91.50' L72 5615848"E 76:98' L73 S48'5727"E 82.92' L74 S39'4843"W 80.25' L78 S42'16'23'W 7715' LINE TABLE No. Bearing Len. ' L79 : S4127'31 "W . 84.42' L80 S42'16'23"W 91.26' L81 S4127J1 "W 91.25' L82 S42'1623"W 82.27' L83 S4127'31 V1 80.50' L84 S8455'50 "W 36.49' L85 - N61 '39' 10 "W 68.93' L86 N24'56'24 "E 384.17' L87 N39' 12'45 "E 236.29' L88 N39' 12.45 "E f 66.26' L89 N57 56'21 "E 269.36' :fly . i 11038 SF , 17.799 Ac. -0 - - - - 13030 SF w ti � � � � s . •2 94013 c10 13 147 L63 L61 C11 .Ll3� 0.464 Ac: oqg°E 2?9, 20202 SF N,:5 k C� RB 2113EP 1649r`i . �`s6 `tea, `. L10 0 % cs moo, -?Sr 5 1 L 12 C32 s ro9 qa / L96 L9 \ LEGEND: ss 14 LB s s \ �i 4 c2s 0.303 Ac. F s � 10 • `� T* L6 / C25 , - - N, . 5 1 13178 SF. EIR EXISTING IRON. ROD C31 .. 1i2 7 3 4" EiP o>FZj .. _ 129.52r 14 F� / +`� \ I 1 IR ElP EXISTING IRON PIPE 1.0.22 �^ L 142 v NIR NEW IRON ROD 324 AC. n j i I 9 _ / ° �, 14f07 S h • 2 c1 11 , G1 A= ARC LENGTH 1Q 273 Ac. ° tar- . 112' EIR p 6' I a^ 1F 0.364 Ac. -7 3.14 _ L J40 I k902 SF 6 `° �,' [ 10 SO Ac 1 .^� 1 " 15851 SF l R= RADIUS 40 + �+ .. ,� . •• L75 iy41 SF' N41 p2 1 35 �, N D= CENTRAL ANGLE (DELTA) 1 the names of existing $ y o 02 I s> > ^� Certificate of Approval of Road Nam5.%Mo es and Property Numbers (E-911) l hereby certify that O g 1 0.251 AC. 3 N ,%3� 1 r,r� o B= CHORD BEARING - 114, N41 i G�'OMMON 25' public roads shown on this subdivision plat are correct (2) the names of any new roads, whether public or private, �� C2 10913 SF: ' 110.za• 30• 73- 02;�I-- 1 `* _ � ^ do n t duplicate an existing names and said names are approved, and (3) the property. numbers of the lots shown i C30 . j / 0.250 AC•:' �n 0.354 Ac. a y 9 \\ - 10900 SF a ti -.. 4 177 1s�B 11g � o � �.= C= CHORD LENGTH ACK 39' 1 f5442 SF ,,, m LE H W ; :,gn plat are in confo once with the E-911 System: cn o �s+t1, C3 .0.250 Ae. 1 1 (1YaJ (DETENTION, 1"2 f 0892 SF L76 ro23 Ac. ACRES�ca 5 1 1 CLUSTER . SF SQUARE FEET . 0:250 Adn M ( MAILBOX) OL232O 1 h Q WDB WARRANTY DEED BOOK uro o e m �� \R �6 L28 - _ f 1 0.364 Ac::n K 0.342 Ac. S39 qg 1 O c4 .. C5 15835 SF f 4885 SF l 1 y 1 tv MRB MISC. RECORD BOOK " r 1 c21 L74 `� v 13.45' y PG PAGE V SURVEYOR'S NOTES: / . y°� �� tihe -` °pop oRR o cs l c2B _ _ n�P 'TYPICAL i �Q 1. 1 2" new iron rods will be set at all infernal lot corners. �. 5,36y g5 . ��o ,� , t2 -� z3o u R1 Lss I 15 ' a R�W RIGHT--OF-WAY C1s 0.262 Ac. o C29 o g1a' ,tea - --_ _' Ls2 c2� 3 111427 SF . �.Q CENTERLINE O 2. Drainage and utility easements shall be 5 feet on each side of all interior lot lines L5 / v ,�o° _ \y. t� Q terror lot -lines and street � ...-- + �\ / �. -� 31 �. L3s. � '''---.,..��'"----_._ .�'/ c17 7�<�'?8 � (except under buildings) and 10 feet on the inside. of all ex J BOUNDARY LINE \ 2 /' 32 0.915 Ac. 30 - L41 y3 so,� ROAD RIGHT OF. WAY LINE rights . of way, . unless otherwise noted. There shall also be easements 5 " feet on each - 112" NIR 39856 SF 29 28 L43 x 1.446 Ac, 0:788 Ac: LOT LiNE Il as -built utility lines. Common areas shall carry a f0 foot wide perimeter --� 0.629'Ac. 0:630`Ac: `' - _ L4�'6- F.. c16 / �P ,�`�O� , L 13 _ _ _ side of a y 34346 SF c1s �� a - - PARCEL LINE Drainage and Utility Easement. /- -�33 27406 SF 27427 SF 27 w 0 1 �P��'���`o`` ] ' - - = - - - - ° '^ 2.099 Ac. 0.662 Ac. 26 - - ryas ! BUILDING SETBACK LINE 3. Front Buildingsetback shall be 30 feet from all street rights -of -way, unless A$BO G i6s4 28843 S 0.873 Ac. 25 j % h`� g8. P 38049 S 0.8 24 16 EDGE OFROAD ROADotherwise. noted, in..restrictions. All other Setbacks shall 'be in accordance with. the g7 F 21 Ac, 0.803 Ac. 19 0:809 Ac. 0.372 Ac.' -CURB Zoning Ordinances. 35763 SF 34980 SF_0.705 Ac. j 8 35249 SF 16197 SF ° �"'�,x 692 0.7478 A 30 SF 4. No Instruments of Record reflecting easements, rights of way, and/or ownership ts� N o. o mho ,�r�, ^ 322 S were furnished to the Surveyor, except as shown hereon. The Surveyor has made no c h attempt to access the public records for an easerhents. Subject to an easements, �.� 1 :4 P P m 1 y «off b ,�� L4 r �; N m z �,. regulations or restrictions in effect at the time of this survey. No title opinion is y� _ expressed or implied. to ocn - 5. The Surveyor has made no attempt to locate underground utilities, underground foundations, underground encroachments or underground improvements, except as shown o L2 . hereon. Actual location of all underground utilities should be verified through Tennessee 4..--""----�Loi"" .:. �,_,. �ZT� ___ C22 Lt f i - EX. M11- ---. "� n N 1 Call (1-860-351-1111) or the utility provider prior to any excavation or <w j � L14 construction.. �I7T Located in Flood Zone "OU X" area of minima! flood hazard); according to Flood o 1 2" EIR •''G1 L 6. L ( L3 _ Zoe Z \ + 1.1a6 Insurance Rate Map 47009CO254C, dated September 9, 2007. i 1/2 EI o �, .J•12Qts2L L122 j Ll 1.90 �- -, A 3.751 Ac. ��'�>>. - - 47-- y IR 7 Blount County Zoning: Suburbanizing (S)Ln �,-- _, All lots shall have driveway access to Hudson Orr Drive or Willow Pond Drive, and ZAP (WHISPERING SPRINGS ' SUBDIVISION �,�..• �.-= "'� 8 y 1/2 �, FUTURE PHASE 2 \�,\ no driveway access shall be permitted on to Montvale . Road or. Sam' James Road -- -BRINKdfANN I ...--• '1 s2s � Bh'll«fANN 2512 PG 9 The owners of each lot within Whispering Springs Subdivision, Phase 1 including lots BAR 16 L . P �� RB 2512 PG 28 LOT 1 1-33 shall' have an undivided shared ownership of common area lot'35 identified on RB 2268 PG.' 1890 ,p� L18. BRL!v PG 1 s L 17 xa 2512 PG 1s2s TOTAL ACREAGE 23. 837 Ae. the Phase _ 1 final plat, and such requirement and stipulation shall be noted on thi LOT 2 PLAT REF. 1301A �, a, LOT 3 %- ina! lot shall be noted in an restrictions and covenants, and shall be noted on- each L 19 LOT 5 BOiYSER YA "� 2 f P y , d trnmsEY 112" PR L 15 34 RESIDENTIAL LOTS: 21 594 Ac. m deed for lots within the subdivision development. RB .2565 PG 648. PLAT REF.• 38 8B a •• cl S30PE 1 DETENTION LOT.. 0.354 Ac. PLAT REF: 1391A � .t �y � 247s PG 1758 iYDB t330 PG 97 10. There shall be no excavation or construction of any type including fences, LOT 6 "'� �'p PLAT REF: 1391A . 1 89 C. L16 s of an type in the areas identified as drainage j� LOT 9 PLAT Blf 7,` PG 72 ROAD • :8 A I� outbuildings, sheds or structure y yp Q easements as located on lots 17=33. 11. Areas Identified as Sanitary Sewer Easements shall be maintained in accordance with the City of Maryville Water and Sewer Department requirements including lots 6; '7; 14-17 and common area lot 35. '12. The area identified as sight distance easement along the entire road frontage of Montvale Road for Lots 1 and 33 shall be free from any permanent vegetation other o than grass or sod (to be mowed regularly). No other planted materials or any c� permanent or temporary structures or signs above ground of any kind are permitted in the sight distance easement. The primary responsibility for maintenance is the homeowners for lots 1 `and 33. with the Home Owner's .Association having the overall Qresponsibility. for maintenance in the event the sight distance easement is not being m maintained iYi M rn 13. The Property Owner(s) are responsible for maintaining all onsite Stormwater N O Facilities located outside of the County Right of Way. Please refer to the previously N recorded Maintenance Agreement referenced below. r Book 2767 Page 1017 ai a w 0 O O LO lit O O EASEMENT LINE TABLE No. Bearing Len. L90 N75'35'36 "W 20.06' L91 N9'55'22 "E 13.59' L 100 N 1672545 "E 300.16' L 101 N24'56'24"E 387.52' L 102 N39' 12'45 "E 345.45' L 103 N5756 21 "E 267.33' L 104 N 1732 31 "E 262.96' L 105 N24' 11 '39 "E 220.82' L 106 S50'03'19"E 20.78' L 107 S24' 11 '39 "W . 214.01 ' L 108 S I7'3231 "W 269.16' L 109 S57'56'21 "W 271.39' L 110 S39' 12'45 "W . 339. 65' L 111 S24'5624 "W 383.53'. L 112 S 16'2545 "W 297.53' EASEMENT LINE TABLE No. Bearing Len. L 113 S95522 "W 14.02' L114 N61'39'10"W 20.07' L 115 N23735'36"E. 351.59' L 116 N39'23'26'E 4.10.13' L 117 N60'03'03'E 233.86' L 118 N 19'21 '50 "E 302.26' L119. N1075346'E 50.06' L 120 N26' 13'13'E 141.87' L 121 S50' 10'01 'E 20.58' L 122 S26' 13'13"W 134.34' L123 S10'5346"W 48.85' L124 S192150"W 311.W L 125 S60'03'03"W 237.63' L126 S39'23'26W 403.70' L 127 S23'35'36 "W 350.418' EASEMENT LINE TABLE No. Bearing, Len. L128 N60'51'14"E 12Z21' L 129 S50'35'45 "E 129.65' L 130. S4742'31 "E 150.40' L 131 S64'3942 "E 25.91 ' L 132 S50' 10'01 "E 12. 46' L 133 S24' 11 '39 "W 16.88' L 134 N64'39'42 "W . 41.30' L 135 N47'42'31 "W 266.29' . L 136 S60'51 ' 14 "W 119.71 ' L137 'S28-09'06"W 74:61'. L 138 N86'56'07"W 133.82' L 139 S3534'37'W 97.75' L 140 N50'3545"W. 20.04'. . L 141 N35'34 37"E ' 107.38' L 142 S8656'07"E 9.4T ' EASEMENT LINE TABLE No. Bearing Len. L 143 S20'29'00 "E 10.18' L 144 S69'31 '00"W 20.00' L 145 N20'29'00 "W 70.69' L 146 S20'29'00 "E 46.27' L 147 S28'09'06 "W 51.77' EASEMENT CURVE ' TABLE No. Len. Rad/us Delta Bearing Chord C34 20.03' 115.00' 9'59'. N29'08'46 "W 20.00' C35 196.73' 115.00' 98'01' N7709'3711E 173 61 ' C36 91.79' 115.00' 45'44' N5' 17'08 "E 89:37' C37 51.33' 115.00.' 2534' S36'10'18 "E . 50.90' DEVELOPER: MURPHY'S BOBCAT .����4H�A 'Q Gj •gip Na'•�. p 6570 LEE THOMPSON LANE �` �`�` SG •. MARYVILLE, TN 37801 V RE:' OWNER OF RECORD: _ = iC9AGRIC :W O: _ _ •a MURPHY . ORR & ORR, LLC $ 4921 US HIGHWAY .411 'S -.. q.� . . �i'' .•/ . MARYVILLE, ' TN 37801 . �FSSEE Np`�% DISTRICT 8, BLOUNT .COUNTY RB 2709 PG 2463 ©a,It�3Sterling Engineering, Inc.iRa TAX MAP 80 PARCEL 168 00 100' 50' 0 100' 200' SHEET FS, 1 = 100 SURVEYOR'S CERTIFICATION: DESIGNED: SDJ DRAWN: SDC hereby certify that this is a Category survey, the ratio of CMR. precision of the unadjusted survey is 1: 10,600 or greater as shown hereon; CHECIED: Phyllis Lee Crisp, Register and this surveycompliance,was done in with current Tennessee Minimum DATE: 10/30/23 Blount County Tennessee StOndardS of Practice. Rec #' Rec' d: 656587 15.00 Instrument #: 981820 SCALE: 1 it 100' state: 0.00 00 00 Clerk: 0.00 Recorded "fw "� / '!f/�¢ DRAWING: Other: Total: 2.00 3/15/2024 at 11:25 AM 17.00 in Tennessee R.L.S. # 7929 Date 5800E-PH1+S • A00jude M Map File FILE Pgs 4587A-4587A