Loading...
4044BCITY OF MARYVILLE, TENNESSEE CERTIFICATE OF APPROVAL F R RECORDING l hereby certify that the subdivision plat. own hereon has been found to compty with the subdivision . regulations of the City of MaW11q_fiUK the exception of such variances, if any, as noted in the minutes of the arming co miss , and that it has been a frczlxed_by that body for recording in the office of�sCounty titer. ec annin mr ran CERT1F`CAT1rOF OWNERSHIP AND DEDICATION I (we) hereby certify that I am (we are) the owners) of the property shown and described hereon and that I (we) hereby a plan ubdivis/on itf my (our) free consent, establish the minimum building rest8 n line a sire ,alleys, parks, and then pen spaces to public or private use oted. w organ an mgRepresentative (l Ja' el CERTIFICATION OF STORMWATER UTILITIES / hereby certify that stormwater improvements including all drainage structures and appurtenances as shown hereon have been installed in an acceptable manner and according to the specifications of the Moi*11e Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper provisions and pays the required fees to the City of Maryville pursuant to the Rules, Regulations, Rates and Policies' of the City of Maryville Water Quality Department. ormwater-EiVineeflCity Engineer a 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 Maryville Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper provisions and pays the required fees to the City of Maryville pursuant to the Rules, Regulations, Rates and Policies' of the City of Maryville Water Quality Department .its----• d Engineer/Manager - avater Qualfly Controlepa me e CERTIFICATION OF THE APPROVAL OF WATER UTILITIES I hereby certify that the water improvements have. been installed in an acceptable manner and according to the, specifications of the Maryville Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper provisions and pays the required fees to South Blount County Utili ' lolq a-o Manager, .50uth MountCounty tie rs nc ME CERTIFICATION OF THE APPROVAL OF ELECTRIC UTILITIES ! hereby certify that the electrical improvements have been or will be installed in an acceptable manner and according to the specifications of the Maryville Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper provisions and pays the required fees to the City of Maryville pursuant to the rules and negulations of the city pertaining to extension of electrical service. �;�=✓d ll R 26 ngineer, onager, aryw Electric Diepai55en a e CERTIFICATEOF ACCURACY ! hereby certify that the plan shown and described hereon is a true and correct survey to the accuracy required by the MaWlls Planning Commission and that the monuments'have been placed as shown hereon to the specifications of the Maryville Subdivision Regulations. Registered an urveyor Dole CERTIFICATION OF THE APPROVAL OF STREETS l 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 subdivision shown hereon. aryvia ciocEngfineer UaFe CERTIFICATION OF APPROVAL OF ROAD NAMES AND .PROPERTY NUMBERS (E-911� I hereby certify that (1) the names of existing public roads shown on this plat are correct, (2) the nom' s of any new roads, do not duplicate any existing names and said names are approved, and (3) Me roperty numbers. of the lots are shown in conformance with the E-911 System. OA, 1Alr 6 au oe I I I � I I � I O\ W I � � w BRA H CREEK_LANE m 1 (50' PUBLIC R W) ------ - 10 '- J I SEWER W f i 52 388. 6' ORG BBASE t _ I . 9 f 53 .54 55 56 MORG v Pax PHASE 1 -_ © L 2 L10 57 58 59 60 61 62. 63 COMMON C C8 64 +� "r 8 Q) 1 G L11 L8-, h ti C9 w I O O L13 88.86' 60.00' 39' i?A/NAGE EASEME L7 L23 h h cp l t4, 60.00' r--- SANITARY SEWER E4SEMENT L24 I �4 L3 �� �O VO0'. 600' L12 NO60.00' 3 ___ 1 fy '% �[ 2.5 �► o y.a� v. Ofn� C, Oo► ya0� .00 h L9 �L5 LB 'tQ KS �O� p �I ' O o -lip N c�a FUTURE DEVELOPMENT �, c5 o a . �p o �p �, 00 I 0 Q N41.155kr oaai- o o �, 0 6� y r;�r c10 6 - - 363.86' A=53 13' ----- - -BEECH TREE COVEN I R=300.00 S41'15' " , --- -- D:00'08'46" I C¢ 06 E 303 86 -'---- - s4115 os E C B=N5052'32 E r>3 as' so.00' so.00' (50' PUBLIC R/W) _-4175 - ._... C=53 06' I L26 60.00' 6aoo, f075,61'-------- _ - - -- _ 5 i wN ISO �o Lr4 I O�� Ivv V� V� O� 3 L15 I C6 L25 2 C3 O(O,I� tqa� O -� �L17 o m I L18 '-,� o cna tea N o FUTURE DEVELOPMENT z 81.02' �' '�� o �p I N I I 3 L 1'9 rq' 60.00' O 60.00' O 60.00' O 1 a C7 60.00' h I I L4 * See Surveyor's Notes for C7 (Note 10) J- -L2D ' O6 �L21 a C��� p 3202�gW L16 2 \ �I`L 'oN p0N gym �� REMAINING LANDS OF ' © I MORGAN LANDING LLC 5 051 5 MEN � 4 314 315 316 RDB 2485 PG 1714 EP 317 m PLAT REF. 3860A 0 y� 318 319 I 1 I GREATER THAN 5 Ac. MORGAN PARK -PHASE 1 \ �' ru�rgti Qs 320 321 Z o. COMMON A 1 q�' 312 313 322 0 SURVEYOR'S NOTES: 1. 112" new iron rods will be set at all internal lot Corners. 2. Drainage, utility and electric 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 water utility lines, and 7 .112 feet on each side of as -built sewer utility lines. 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. 8. Upon 709 build out of Morgan Park Subdivision the sediment basin shown . in the common area of any phase of this plat shall be converted to a detention pond in accordance with the Phyllis Lee crisp, Register site plan Morgan Park (2017-0705-01) approved September 21, 2017. Blount County Tennessee Rec #: 584727 Rec'd: 15.00 Instrument #: 889982 9. Drainage easements shown on this plat shall be kept free of permanent structures and cierx: o_oo Recorded obstructions to drainage ways.. other: 2.00 11/17/2020 at 11:05 AM Total: 17.00 in Map File FILE Pgs 4044B-4044B SITE O� r Q- W Q RD. 0 O z O Iz 0 '0 o ` � I LOCATION MAP NOT TO SCALE LEGEND: EIR, EXISTING IRON ROD NIR NEW IRON ROD A= ARC LENGTH R= R4D1US D= CENTRAL ANGLE (DELTA) B= CHORD BEARING C= CHORD LENGTH AC. ACRES SF SQUARE FEET WDB WARRANTY DEED BOOK RB RECORD BOOK PG PAGE CENTERLINE BOUNDARY LINE ROAD RIGHT-OF-WAY LINE LOT LINE -'-------'---•--- PARCEL LINE - EASEMENT LINE - ROAD CENTERLINE EDGE OF ROAD NA TVA POWER LINE PHASE 2 ROAD' BOUNDARY LINE g OR HINGTO ID I (Za I S 311 -PHASE 4, . SECT. 2 PLAT REF. 2215A I oc I I o 31OR ORS R���c RI OWNER OF RECORD: \ MORGAN LANDING LLC. 620 N MABRY HOOD RD SUITE 201 LINE TABLE No. Bearing Len. L1 N55'5655"E JZ23' L2 S484454 "W 29.81 ' L3 N484454 "E 95.00' L4 N45'48'09"E 96.41' L23 S555655 "W 66.46' L24 N555655"E 103.70, L25 N45'48'09 "E 198.45' CURVE TABLE No. Len. Radius Delta Bearing Chord C 1 56.93' 325.00' 10'02' N50'55'50 "E $6.86' C2 40.51' 25.00' 92'50' S87'40'11 "E 36.22' C3 65.82' 275.00' 13'43' S41'53'30'W 65.66' C4 39.27' 25.00', 90'00' N86' 15'06"W 35.36' C5 39.27' 25.00' 90'00' N3'44 54 "E 35.36' C6 3Z 98' 25.00' 8703' N2' 1631 "E 34. 43' C8 38.08' 25.00' 87' 17' S 12' 18'25"W 34.51 ' C9 38.08' 25.00' 87' 17' S8072434 "E 34.51 ' C 10 48.70' 275.00' 10'09' N50'5232 "E 48.63' .EASEMENT LINE TABLE No. Bearing Len. L5 N48'4454 "E 110.00' L6 S41'15'061F 240.00' L7 N484454"E 20.00' L8 N4 1'15'06"W 260.00' L9 S484454 IW 130.00' L 10 S41 ' 151061E 200.00' L 11 S48'4454 "W 20.00' L 12 N41 ' 15'06"W 200.00' L 13 N75' 1742 "W 9.73' L 14 N41' 15'06'W 459.49' L 15 S484454'W 102.62' L 16 S41 ' 15'06 "E 20.00' L 17 N48'44 54 E 112.62' L 18 S9'5754 "W 31.75' L19 S41.12'52"E 5Z84' L20 S4847'08 "W 20.00' L21 N41 ' 12'52 "W 66.29' L22 S75' 1742 E 2.34' L26 N39.2444"W 41.67' EASEMENT CURVE TABLE No. Len. Radius iDelta Bearing Chord C7 20.17' 275.00' 4' 12' S37'08'09 "W 20.16' KNOXVILLE, TN. 37932 11 LOTS PHASE 2 ACREAGE=1.965 Ac. RB 2485 PG 1714 TAX MAP 57, PART OF PARCEL 27.00 TAX MAP 56, PARCEL 71.15 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: I hereby certify that this is a Category I survey, the ratio of 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 Standards of Practice. Tennessee R.L.S. # 1929 Date SINCE 1979 STERLING ENGIN EERI 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: VOL-984-3905 FAX: VOL-981-2815 www.sterling.us.com lL ry tr•1 GVI O � N vJ O z 0 m W 4 ``t►�r;�uttt fir R GRICU" U �. 'suet 06 SSEE ©Copyright 2015 Sterling Engineering, Inc. All Rights Reserved SHEET FS DESIGNED: DRAWN: SDC/KAS CHECKED: CMR DATE: 2/26/20 SCALE: 1 _ .100' DRAWING: 6229-FS-PH2 PROJECT NO: SEI#6229