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3953Bfib I CITY OF MARYVILLE, TENNESSEE CERTIFICATE OF APPROVAL FOR RECORDING I herebycertify that the subdivision plat shown hereon has been found to comply with the subdivision regula6ons of the City of Maryville, with the exception of such variances, if any, as .noted in the minutes of the planning commission, and has been approved by. that body for recording in the office of the County Register. - Secretary, Plan nin ommissio VtDatete 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 restric ' dedi to ys,. parks, and other open spaces to public or private use a ed ner organ Lon i - Taos a er- a e CERTIFICATION OF STORMWA TER UTILITIES l 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 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 POA77'0the Cl of Maryville Water Quality Department. Stormwater ngineer y Engineer Date CERTIFICATION OF THE APPROVAL OF WATER UTILITIES, I hereby certify that the water 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. ,o�c � 1_� gtu3 1� a0 ngineer onager - Water Quality Con Department I Date CERTIFICATION OF THE APPROVAL OF WATER -AND` -SANITARY SEWER UTILITIES l hereby certify that the water -end 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 QuQuality�',yep Department. -ep aartm en t. I 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 regulations of the city pertaining to extension of electrical service. Engrne�/Mandger, aryw a ec nc epo men a e 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 Maryville Planning Commission and that the monuments have been placed as shown hereon to the specifications of the Maryville Subdivision Regulations. 00-1 Registered Land Surveyor Date CERTIFICATION OF THE APPROVAL OF STREETS 1 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 her on. 3 l6 Z Maryw a City Engineer Dote 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 names of any new roads, do not duplicate any existing names and said names . are approved, . and (3) the perty numbers of the lots are shown in conformance with the E-911 System. CERTIFICATION OF HIGHWAY DEPARTMENT This subdivision lies along an existing County road. The improvements related to streets have been installed according to County specification; and according to the specification of the Planning Commissions Subdivisio Regulations, except as noted ereon; r proper provisions hove been made fort i /inst l ion. 16 Z. A=58.78' R=384.50 A=32.02' D=8'45'35" 1 R=20.00 B=S33'35'46"E D=91'43'16" C=58.73' B=S83'35'13"E C=28.71 ' N WIL II 14V ROAD (50' PUBLIC RIW) 1/2" NIR S3758'33"E 128.96' 1 2 N/R 1/2"N/R S370208"E 313.24' cp I 1/2" N/RS37'43'35"E 123.45' 1/2 N/R �0, 60.00' S9•� 77.35' 20.00' 4�11 �0 -- -. �- 0.67' 1/ " MIR 'm ' EASEM NTH (� �� .: 26 --; o DETENTION o m o . - W 24 25 27 0.430 Ac. I �' m ^ 00 zw i� 00 23 = 0 t-i 0.144 Ac. 0 0.166 Ac. c 22 N rn 0.141 Ac. 0.142 Ac. 0 6260 SF 0 18726 SF a N ^ 20 0) i, 21 0.141 Ac. N 0..141 Ac. ;c 6151 SF o 6191 SF ^ 7250 SF o 30 UTILITY EASEMENT i 0.1DETENTION AND 40 Ac. o co �' 6123 SF o 6132 SF o 6142 SF o o Z 0.140 Ac. 6091 SF 6113 SF o o ►� 7yO?; IE. yyt-- S36153101E 551.55' v 60.00' 72.36' W S36'53'01 "E 10Mi \H\°r' o °� , 60.00' 60.00' 60.00' 60.00' 60.00' - 132.36' N 60.00 60.00 -' ^ ' - N36'53b1 "W . 55289' 01 � o.M u; 2�z DETENTION AND N ►7 �. ' 11TiL1TY EASEMENT I Z 1 - - - - 11 o�w 16 ^ 15 !� oo 00 12 0.346 Ac. ;n W 20' SEWER 00 18 0 17 °° °p 0.140 Ac. `fl 14 13 0.139 Ac. 15084 SF N ao 0.140 Ac. 0.140 Ac. co 0.140 Ac. I-CEASEMENT °p 0.140 Ac. 6 f 09 SF o 0 0.140 Ac. 0 6064 SF 1�46109 SF 0 6109 SF o 6109 SF o 6f09 SF ^ 6109 SF 0 ^ Z N70'46 23" E ^ I hit l , 30.41' o °�'�y = S6444 26" E �l$kSENIC-/�/i 41,93' z Q a ' 60.00, 28.24' 0 � C10 • • 60.00 60.00 C9 S36'53'01 "E O I 1- 69.81 ' 20.00' 60.00 60.00 60.00 C8 89.78' 3 ^ MOONRISE LANE =' _ S36'53'0 1 "E _ 506.08' _ - - - - �. 10 0 0.03T 476.05' 0 0.096 SF I (50a PUBLIC R/w) �o C7 9096 SF `tN y CRAIG 60.00' 39.16' C2 v�i „i RB 2271 PG 1748 W 1 27.78' 60.00' 60.00' 60.00' 20.00 60.00' o 0, C3 C6 S ^ o �32 co ,'� 0 1 _� 0 2 3 00 W C4 C5 c0 "? 0.140 Ac. .; 0.140 Ac. rn o COMMON (0' ; 0.140 Ac. o 0 6105 SF i 30' 4106 SF ;,) Q 6089 Sr 0 6099. SF ^ o I2^ Z 2^ 'Cog a W- 8 0.538 Ac. TO CL/CL INTERSECTION MOR ANION ROAD & PRINCErON ROAD S72'23'W 80.7' I _PRINC£TON ROAD (50' p(/BLIC R,,W i 1 l I SURVEYOR'S NOTES: 1. 1 2" iron rods will be set all all interior lot corners except as P shown hereon. 8. A property owners association with duties to maintain and repair common areas including but not limited to drainage or detention facilities for storm water will be provided for in 2. Front Building setback shall be 25 feet from all street restrictive covenants recorded by the developer for this property. A copy of such restrictive rights -of -way and joint permanent easements, unless otherwise noted covenants shall be approved in advance by the city. The restrictive in restrictions. Minimum side setbacks shall be 5. covenants as approved shall be recorded in the Blount County Register of Deeds office and a copy thereof J. Drainage, utility and electric easements shall be 5 feet on each 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 side of all interior lotlines and 10 feet on the inside of all exterior restrictions shall not be amended as re/ate to the detention facility without the lot lines and street rights of way. There shall also be easements 5 written a of the City Planning Office. approval feet on each side of all as -built water utility lines, and 10 feet on 9. Drainage easement shall be kept free each side of as -built sewer utilit lines. y of P permanent structures or obstructions that prevent the flow of storm wafer runoff within the dedicated drainage easement. 4. No Instruments of Record reflecting easements, rights of way, and/or ownership were fumished 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 0.29 chance flood plain), according to Flood Insurance Rate Map 47009CO232C, Community Number 470356, dated September 19, 2007. 7. All lots shown hereon shall be serviced with public utility sanitary sewer and water. 4416' 1 60.00' 1 60.00' ft�112" NIR N36'43'54 "W - ---- -.--- 197.01 KITTS R8 2356 PG 2882 CARPENTER iVB 429 PG 604 RENSHAW. RB 2386 PG 2116 LOT 1 SPB 2 PG 411 i i LEGEND: A ARCLENGTH R RADIUS D CENTRAL ANGLE B CHORD BEARING C CHORD DISTANCE EIP EXISTING IRON PIPE EIR EXISTING IRON ROD NIR NEW IRON ROD RB RECORD BOOK Ac. ACRES SF SQUARE FEET WDB WARR4NTY DEED BOOK PG PAGE TYP TYPICAL R/W RIGHT-OF-WAY CENTERLINE BOUNDARY LINE LOT LINE - EASEMENT LINE - ROAD CENTERLINE EDGE OF ROAD 4 0 0.191 Ac. "� 5 .`� 0.208 Ac. ^ 6 0.222 Ac. ) co 00 % 00 0.166 Ac. to 7242 SF 14714 SF 3 ' 8314 SF `n Z 9041 SF 9668 SF o of R 0.172 Ac. 7501 SF of o, CRAIG 40 EIP 27.15 h 'co o RB 2182 PG 2246 LOT 1 su o HATCHER RAYMOND CECIL PROPERTY SUBDIVISION PLAT REF. 2548A 6121, /V2527 41 61,2j, Z co 1838¢' 61.21• 60.01 ' 60.01' 107.33' CN 1.5' EIP N , N38'02'52 "W 227.35 R I N COMMON I 0.904 Ac. W I 39394 SF , 20' DRAlNA6E ._ 00 EASEMENT 1/2" NIR M N38'0252"W 1/2'. N/R u�i Z 3/4' ESP 247.00 1.5" EIP IA2'30'47"W 188.80 LEQUIRE VVB 675 PG 678 OWNSBY TRACT ONE RDB 688 PG 155 LOT 2 SPB2PG411 �o V' sso 2t, ors o` oc, y CURVE TABLE No. Len. Radius Delta Bearing Chord C 1 32.31 ' 20.00' 92734' S83'09'55 "E 28.91 ' C2 25. 62' 20.00' 73.24' SO-1 1'04 "E 23.90' C3 5.03 50.00' 5'46' S33'38'02 "W 5.03' C4 72.96' . 50.00' 83'37' S 11,03109 "E 66. 66' C5 30.47' 50.00' 34'55' S70' 18'57'E 30.00' C6 30.47' 50.00' 34755' N7446'09 "E 30.00' C7 30.47' 50.00' 34'55' N39'51 '14 "E 30.00' C8 28.36' 50.00' 32'30' N6'08 54 "E 2Z 98' C9 23.37' 50.00' 26-47' N23'2930 "W 23.16' C10 30.52' 20.00' 8726' N6'50'05"E 27.64' 6`IL7 551 4O,Zg"E a a \ 0 " N29.03' UN�Ow a 96OQSiy n, 10' ACCESS a EASEMENT TO CREEK I LONG, WDB 415 PG 51 r39'02 "W 24.09' RB 23RAIG 6G 94 LOT 2 HATCHER RAYMOND CECIL PROPERTY PLAT REF. 2548A OWNER OF RECORD: MORGAN LANDING, LLC 620 MABRY HOOD ROAD, SUITE 201 KNOXVILLE, TN. 37932 TRAVIS FULLER 865-806-0385 27 LOT t7.08 AC. 2 COMMON AREAS=1.01 AC. 1 DETENTION = 0.430 AC. DISTRICT 19, BLOUNT COUNTY Rec #: Phyllis Lee Crisp, Register Bloun 568831t County Tennessee RB 2519 PG 2020 TAX MAP 57 PARCEL 40.00 Read: State: 15.00 Instrument #: 869442 0.00 Clerk: Other: Total: 0.00 Recorded 3/18/2020 3:30 PM 50' 25' 0 50' 100' 7.00 1.00 in Map File FILE Pgs 3953B-3953B 1" = 50' SURVEYOR'S CERTIFICATION: l hereby certify that this is a Category I survey, the ratio of precision .of the unadjusted survey is 1: 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 STEIILIN.G E N G I N E E R I 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 � z NEW N H c O Ill V 1�1 1�1 MA 1�1 V/ X01 111 E111I r�� :sue ,���n �• : V.A �GRICU UR?� = SSEE ©Copy�rriIgght 2018 Starling Engineering, Inc. aI Rights Reserved SHEET FS DESIGNED: SDJ DRAWN: KAS CHECKED: CMR DATE: 10-29-19 SCALE: lit = .50' DRAWING. 6116B-FS DROJSEI#6116-B