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3856ACITY OF AL4RYVILLE TENNESSEE CERTIFICATE OF APPROVAL FOR RECORDING / o l with the subdivision I hereby certify that. the su 'ran plat shown hereon has been found to c mpy w regulations .of the Cit M i!!e, with the except' of such variances, if any, as noted in the '. minutes of the ping mm/ssion, and t tf has b en o proved by that body for recording in the office of th isten �QC\�! '• t' ecre ary,' a nrncommission \ i ' e - o CERTIFICATION OF OWNERSHIP AND DEDICATION l (we). hereby certify that l am (we are) the owners) of the property shown and described hereon and that l (we) hereby adopt this Ian bd/vision with my (our) free consent, es ' h-the minimum ! 1" 5..21 .. v C ..� t buildin restrictio an de ' streets, alle paces to public or rivate (1 4� J20 SANITARY SEWER t g ys, parks, an ens p P / gj, EASEMENT N t use as ` / �9. DB 488 PG 658� ��' (i Dm1Y1�C11 Y l7 2 i o ­Owfier organ LandingRepresentative a e t� 05 SF CERTIFICATION OF STORMWATER UTILITIES 0' 0 e �` l hereby certify that storrnwater improvements including all drainage structures and appurtenances as ri �� 60' , -A •Z, shown hereon have been installed in an acceptable manner and according to, the specifications of the iJN N Now y\ Maryville Subdivision Regulations in the subdivision shown hereon, provided the developer' makes proper ` i 5 0 z• C fret " provisions and pays th required fees to the City of Maryville pursuant to the Rules, Regulations, �' ,� ��/. aE ' „ N O O+ a'- n 'S CL 0 g �ti ,Ati 11 CL u, N o "Y.. h --� -A Q Q Rotes and Po ciss' o the Clty of Maryville Water Quality Department. ` v �` 3g 60. O ENO Wit.. �C11 ,0-0 rno t\ O Z: o� Z � W COLuM i RD. EXTNSjON X C JACKSON ormw a gmeer .r Engineer 06 j o po�0 00 20 hn 1- 1 �- Q 3l O CC t� ELSBORN RIDG RD. Z 1 85� ��a o o a' cry N60 �0. 6 C 11 p Z CERTIFICATION OF THE APPROVAL OF SANITARY SEWER I �! g. c, o_ z �, UTILITIES 1 ' �_ o��P �`59.9 3g,hk 000 ti l herebycertify that the sanitarysewer improvements have been or will be installed in an acceptable L GJ /' 6 Q manner and according to the specifications of the Maryville Subdivision Regulations in the subdivision ,.• a►- / aP / r' v� S22 O '+ �^�' S72 1 15 0 ' o ' , �Z O shown hereon, provided the developer makes proper provisions and pays the required fees to the City _..+ �F, iv g�• �,�..aaFr szj?aSy �- C10 r 2 60' 0 .a•:„ o t O of Maryville pursuant to the Rules, Regulations, Rates and Policies' of the City of Maryville Water J ® , ,�0 tv ., -� 9 Quality Department ,..► "' ti C9In So 4 0�I 0gmeer onager a er ual Con ro Depa mg/z-,/ e v !� ��' 9S F 3',� , NOa+'S -n. 60 3 ' C8 t:24 7 C33 / , -1? N Ocr C3� d � t CERTIFICATION OF THE APPROVAL. OF WATER UTILITIES. 0 LOCAT �, 6 l hereby certify that the wafer improvements have been installed in an acceptable manner and IS2`aO,��'l686+4c hi I x'' tN � O, � 0 , h� /r tl ION lYlLiL accordingto the specifications l Subdivision Re Regulations in the subdivision -shown hereon ' 11 �S S ' �/ /'�5_ }1� 0 0 g A . C� M�N , li ` NOT TO SCALE of the Maryville Subdivision I .<` /. mn 9 . 1 �s F C7 , , � -� -�. ,'. 6 provided the developer makes proper provisions and pays the required fees `to' South Blount County ► 'io ',�� t 14 2 'S98 .AC. / / 0 �� t I Utility Distret. - \ ' 1, °288 L34, j 13 _60 i _ o ,4$" f S B , - L28 ► ' J i 5. l 01 s9 5'cc: C6 59 S,� c D I/VAG _ EME(IIT' J $-03 E �j a er, Southoun County r District a e/ ' ' l �i 1 j0 E I, u50.00' 50.00' SQ,00, 5 , S5 52 23 43 p0 W ► to H , 2s' I l�o �, c,o o.00 So.00 g2 23 - 1 LEGEND: CERTIFICATION OF THE APPROVAL OF ELECTRIC UTILITIES 9 Icn.. tigio^, o,o. �_ i ' a , . ^ 1 . W . N1 0267 1 Io ow o.. ono o . _ 1 / hereby certify that the electrical improvements have been or will be installed. in an acceptable + 1+ C �� Q 1,1635 SF Q5 15' O O •oap CW Q O�. 00 E/R EXISTING IRON ROD manner and accordingto the specifications of the Ma Wile Subdivision Regulations in the subdivision +k +Q �, 1y� O " _ P ryv 9 ;h ► S41 ' 151'06 "E I "I a ~ o q1 o Owo o w �•, o N a� W I NIR NEW IRON ROD shown hereon, Provided the developer makes proper provisions and pays the required fees to the City 2'2 ^ 2.6y, ► Nan �q (qa� y�� �Qo� �� �w��(n �� `- N t Q ► cn O W A= ARC LENGTH of Maryville pursuant to the rules and regulations of the city pertaining to extension . of electrical N N ! N jN 165. p•5' 1 f 171 �'� n y a v tq a N V V ► v J , R= RADIUS service. .4 ( p r 0 - - - - - L26 •mot n t4 2, 1,3 Q r, - 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 Maryville Planning Commission and that the monuments have been placed as shown he o to the specifications of the Maryville Subdivision Regulations. egrs ered Land Surveyor ate CERTIFICATION OF THE APPROVAL OF STREETS / hereby certify that the streets and other improvements have been installed in an acceptable manner and according to the specifications of the Maryville Subdivision Regulations and Public Works Standards in the supdivi ion show hereon. 1// 1? T !. Maryville e CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS (E-911,� l hereby certify that (1) the names of existing public roads shown on this plat are correct (2) the F en of any now roads, do o duplicate any existing names and said names are approved and (3) own in conformanc with a E-911 System. a ure a i► ► 1 0.229 Ac. 51.58' �� 21 ► I ' D= CENTRAL ANGLE (DELTA) ' 1 ►. ,0 1 9984 SF o 50-. 00' S0 00 50 00' , . 50. 00' S0. t70' i 1 Q % 1-u ► 1. 1� S41'15106'F FRANC 5D.00 40 . ► V B= CHORD BEARING LANE 0.00'2 26'C3 ^'i`1 t �N ¢� ' C= CHORD LENGTH ' 16713, --- -- -- S41' 15'06 E 1 , �� Ac. ACRES I �V 11 W (50' PUBLIC R et o C 0 1 , 0.251 Ac. o I , C22 /W) --� _ ___ _ �t 1 i i SF SQUARE FEE! �. K6 1 10916 Sr 51.58' S0.00' S0.00' S0. 00' 550.00 0 --- N C 1 tio_'�6, t �\ 1 , 03T250-.0�050-10' WDB WARRANTY DEED BOOK �j ► , d o N ra o, A . v, o 0 50.00 50.00' 48.42 t � I ! PG PAGE 168.74•---`y ----- `� U n, 000,. o.. o,. c,o �_ �cSg'Q� ,ry ► } L14 Z o cnw� o �o� oG, ow o� oI 0,o oxo C16 c� ! �--_ ,t 1 CENTERLINE '\ ..+ , ,N ► O (yi ya. o ►!i �o� ooGt oc.1 O O�. o OO yO o ► l`� 1 12 -�� o v;v1a ya Cn oao� o�Cn oc„ o . m:. o. o L, �' --3 POLE GUY ANCHOR rain 'np ,y,� ,y,� cna� yam oo� o�O O °� �o�i�v' conWco,l ► oS41 ' 15'06' 0.261 Ac. O MH �•, MANHOLE SF �° 76.58 - - _ �1' �� ya ya (EXISTING) h; 181:38' ---- 000' S0.00' 50.00, 'n� 0o ;�� �� N a p ►Ao A ¢ ► ALP LIGHT POLE (LP) h 13 �.y cE - -tFNT 5_0.00_ 50.00' _ L21 _ 9 �; 'y� o cli 1 C281 1 ¢ PP POWER POLE PP . p - - - - _50.00 50.00 50.00 N to ( ) A h 0.258 Ac., p ©i 50_00 ' 50.00, 1.4 0� M ,� 1 11233 SF, O V 676.58' _ ► BOUNDARY LINE 3 _ 50.00' 5_0.00' �. ' ROAD RIGHT-OF-WAY LINE S41 ' 15 06 0.274 Ac. ? ► , 193 05' m N41 15 06 W ( L22 ' ,f ► LOT LINE 11933 SF ,� w, 1 I k a l _ _ _ _ _ _ _ z\ ►:. .274 Ac:'� oo t 353.19' ------ -- PARCEL LINE N41.15'06»W i 0' ► EASEMENT LINE v S41'15'06'F,y. 11933 SF 1 (0 � 1� - BUILDING SETBACK LINE �• Q C32 , 1 ---- 204.72,E 15 1 ., I 'REMAINING LANDS OF 1- , ROAD CENTERLINE a�0.350 Ac..., o M MORGAN LANDING LLC ► j ► EDGE OF ROAD N : l O GJo 1 152L6 6 SF 12 Q v WDB 2485 PG 1714 Q 1 S41'15 06'T' `� - - - - _► ,N Q, 41 GREATER THAN 5 Ac. 1 I I c c CORRUGATED METAL PIPE (CMP) ' t 1 E ELECTRIC LINE OVERHEAD 212.83;� _ . M WAr�RN�uAUn- C31 r ( ) 1 Il ; i9 � L38 � 1�2' ►`;� CURVE TABLE 0.399 Ac. . `9 17359 SF C4 S4T2T 39"E C30 S41.1 �\� . COMMON A No. Len. Radius Delta Bearing Chord t ' C23 5 06 E 0.168 Ac. , 215.8 \,7 rI. C1 3534 32500 6'14 S19'47 16"W 3533 b� 770 SF C3 i �- - _ 133.27 I 7320 '3F , 1 p 1 cy C2 55.63 32500 9 48 S27 48 24 "W 55.56 ! SgT 1 12312E C2 C29 _ I J oil ti C3 55.80' 325.00' 9'50' S373744 "W 55.73' J► 1 234.25' 0,452Ac. , �' �4o`y9 MN 00 y 1 �� C4 3517' 32500' 6'12' S45'3852'W '.3516' 1 19710 SF 50 L7 .y.j EN END A �' 4 C1 y�� p � ', Q�y' 0020 C5 53.38' 325.00' 925' S53'27'15'W 5332' ,wl ,4g°E 19 L6 L 9 �,�� b�yti� C6 55.7.1 ' 325.00' 9'49' S63'04'15"W 55.65' I 561,ARP ^p 05 0.349'Ac. L G 4�' 313 C7 55.71' 32500' 9'49' S72'53'35"w 55.65' 145 �0 s� 312 $ 01 f5205 SF L3 �o� 2 , C8 55.71' 325.00' . 9.49' S824255 "W 55.65' ?, 3•$9 [� �'�Fo�o �� C9 . 55.71' 325.00' 949' N872746"W 55.65' \y,. L1 o O, �� y' �8 T2g�rs�'ND R C 10 55.71'. 325.00' 9'49' N77 3826"W 55.65' ,G -o C 11 38.08' 25.00' 87' 17' N63'41 '46"E 34.51 ' 31OR oey pc repo 0Cy0' P C12 38.08', 25.00 8717' S29'01'13"E 34.51' o = 309R / PINGTON s�1� C13 52.68' 275.00' 10'59' S78'08'59"E 52.60' SE h ANKItATZ CONS . PLAT 4, -SECT. 2 C14 131.5.3 275.00' 2724' N82'39'37"E 130.28' was 2¢85 rc 77 / REF. 2215A 308R { C 15 9Z OO' 275.00' 20' 13' NNI1 '11 "E 96.50' 0 � C 16 1.58' S0:00' 1 '49' S42'09'22"E 1.58' i C 17 39.27' 25-00' 90'00' S3'4454 "W 3536' SURVEYORS NOTES: 1,. 1/2" new iron rods will be set at all internal lot corners. C18 30.47' 50.00' 34'55' S60'31'09"E 30.00' 2. Drainage, utility and electric easements shall be 5 feet on each side of all interior lot lines / C19 30.47' .. 50.00' 34'55' N84'33.'53'T 30.00' and 10 feet on the inside of a// 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 7 1/2 feet on each side ( C20 30.47 50.00 34S5 N49'38 59 E 30.00 C21 . 50. DO 92750 N 14' 13 35'W 72.44 of as -built sewer utility lines. 81.02 i , J. Front Building setback shall be 25 feet from all street rights -of -way and joint permanent easements, unless otherwise noted in restrictions. Side setbacks shall be 5 feet and rear setbacks shall be 20 feet. 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 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. 5. 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. 6. Located in Flood Zone "X" (areas determined to be outside the 0.27 annual chance flood plain), and Zone "A" (areas within the .100 year flood) according to Flood Insurance Rate Map 47009CO232C, Community Number 475439, dated September 19, 20OZ Z A property owners association with duties to maintain and repair detention facilities and the water quality unit will be provided for in restrictive covenants recorded by the developer for this. property. A copy of such. restrictive covenants shall be approved in advance by the city. The restrictive covenants shall be approved in advance by the City. The restrictive covenants as approved shall be recorded in the Blount County Register of Deeds office and a copy thereof with recording information shall be provided to the .City. Planning Office within five (5) days of the .recordation of the plat .by the Developer. Such restrictions shall not be amended as relate to the detention facility without the written approval of the City Planning Office. Phyllis Lee Crisp, Register 8. Upon. 707. build out of Morganton Park Subdivision the sediment basin shown in the common Blount county Tennessee area of this an lot shall be converted to a detention d in accordance with the site plan Rea #: 555639 p p p Rec'd: 15.00 Instrument #: 852188 Morganton Park (2017-0705-01) approved September 21, 201 Z state: 0.00 Clerk: 0.00 Recorded Other: 2.00 8/9/2019 at 9:35 AM 9. Drainage easements shown on this plat shall be kept free of .permanent structures and Total: 17.00 in obstructions to drainage ways. Map File FILE Pgs 3856A-3856A LINE TABLE No, Bearing Len. L 1 . N4349 54"W 84.32' L2 N54'S320"W 118.35' L3 N73'17'53"W 107.77' L4 N673547"W 50.25' L5 N16'40'21 E 173.54' L6 N16*40'21 "E 22.18' L7 S16'4021 "W 27.20' L8 S555655'W 66.46' L9 N1654'181F 4.1.09' L 10 ` N6' 19'461T 80.24' L35 S484454 "W 29.81 ' L36 S48'4454"W 50.00' L37 S48'4454"W T95.00' C22 39.27' 25.00' 90'00' N86' 15'05 "W 3536' C23 167.95' 300.00' 32'05' N32'42'371T 165.76' C24 306.77' 300.00' .58'35' N78'02'35"E 29358, C25 204. 75'. 1030- 00' 1123' S25'4457"W 204.41 ' C26 97.67' 1030.00' 5.26' S 17 20'16 "W 97. 63' C27 826.15' 1030.00' 45'57' S8721 '24 "E . 804.1.8' C28 38. 08' 25.00' 8717' S 12' 18'25 "W ' 34.5 1' C29 88.13' 275.00' 1822' N25'51'13"E 87.76' 00 65.82' .275.00' 13'43' S41 '53'30 "W 65.66' �C31 39.27' 25.00' 90'00' N86'15'06"W 35.36' IC32 39.27' 25.00' 90'00' S3'44'54"W 3536' C33 31.41 ' 275.00' 6'33' N87 26 29 "W 31.39' IC34 42.40' S0.00' 48'35' N84 56'10"W . 41.14' C35 35.59.' 30.00' ' 67.59' S75' 1422 "E 33.54' DRAINAGE EASEMENT. LINE TABLE No. Bearing Len. L 11 N78'41 '29 "E 143.16' L 12 N48'44541T 274.65' L 13 N41' 15'06 "W 94.73' L 14 N41 ' 15'06 "W 95.00' L 15 S48'44'54'W 230.00' L 16 S41 ' 15'06 E 71.44' L 17 N48'4454 "E 14Z 64' L 18 S86' 19'09 "E 28.32' L19 N9'57'541F 3564' L20 N48'44 54 "E 10.00' L21 N41 ' 15'06 "W 392.72' L22 N48'4454 "E 10.00' L23 S41.15'06"E 260.00' L24 S48'4454 "W 10.00' L25 S484454 "W 15.00' L26 S41 ' 15'06 "E 260.00' L27 S484454 "W 93.04' L28 N61 '35' 18 "W 55.23' L29 N41 ' 10'02'W 120.34' L30 S4849 58"W 19.67' DRAINAGE EASEMENT LINE TABLE No. Bearing Len. L31 S4075943"E 109.48' L32 S62' 15'36 "W 103.11, L33. N62' 15 36 "E 83.93' L34 S62'08'21 E 52.27' L38 N4 1'15'06"W 95.68' L39 N3'4454 "E 24.75' L40 S957541Y 31.75' L41 S41'12152"E 5Z84' L42 S48'47'08"W 20.00, L43 N4 1'12'52"W 66.29' NA TVA POWER LINE ss SEWER LINE (EXISTING) -' s - - -- - 100 YEAR FLOOD LINE --s---- s--- SCALE LINE d d DITCH LINE LAKE/RIVER/CREEK LINE - - - - - - - BUILDING CANOPY LINE DRAINAGE EASEMENT RB RECORD BOOK 41-----Do WATER QUALITY UNIT DRAINA GE EASEMENT CURVE TABLE No. Len. Radius Delta Bearing Chord C33 31.4 1' 275.00' 6133' N87 2629 "W 31.39' V COMMON AREAS OWNER: COMMON A - OPEN SPACE MORGAN LANDING LLC COMMON B - OPEN SPACE 620 N MABRY HOOD RD COMMON C COMMUNITY PLAYGROUND SUITE 201 KNOXVILLE, TN. 37932 SITE 114.920 AC. WDB 2485 'PG 1714 TAX MAP 56 PARCEL 71.12 & PART OF TAX MAP 57 PARCEL 27.00 DISTRICT 19, BLOUNT COUNTY CLIENT: BELLE INVESTMENTS COMPANY 865-806-0385 2561 WILLOW. POINT WAY KNOXVILLE, TN. 37931 100' 50' 0 100' 200' 1„ 100' SURVEYOR'S CERTIFICATION: l hereby certify that this is a Category I survey, the ratio of precision of the unadjusted survey is 1: 1Q000 or greater as shown hereon, and this survey was done in compliance with current Tennessee Minimum Standards of Practice. Tennessee R.L.S. # 1929 Dote 1020 VJILLIAM BLOUNT DRIVE MARYVILLE, TENNESSEE 37802-8401 P.O. BOX 4878 MARYVILLE, TENNESSEE 37802-4878 PHONE: VOL-984-3905 FAX: VOL-981-2815 VAW.sterling.us.com LA 70 AGRICU E _ 'E'11111,10�.�♦♦ ©copyright 2015 Sterling Engineering, Inc. All Rights Reserved SHEET FS DESIGNED: DRAWN: SDC CHECKED: CMR DATE: 11/1/18 SCALE: 1 = 100' DRAWING: 6229-FS PROJECT NO: SEI#6229