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4183B
CITY 0F.' LOUISVILLE TENNESSEE _. Lounornv ram CERTIFICATE OF APPROVAL FOR RECORDING .. � T l hereby certify that the subdivision plat shown hereon has been found to comply SITE with the subdivision regulations for Louisville, Tennessee, with the exception of such Z variances if any, as are noted in - the minutes of the Planning Commission, and that y is has been approved by that body for recording in. the office of the County / Register. o Secretary, Pl nning Commission. Date % y \ P/NK HATCHER LA(. CERTIFICATION OF OWNERSHIP AND DEDICATION l (we) 'hereby certify .than I am (we are)` the awner(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` l/nes, and dedicate all rights \ of way, streets, alleys,. walks, easements,'. parks, and other open spaces to public. or private use as noted. r Stefani. vils Date ► lRM UTILITY EASEMEN �'"`SiO�` N/GHTHARBOf2 _ Ro :yi4 i (PLAT REF 2161A-2163B) --�- _. 1/2,, EIR /''%OPS/DE RD CERTIFICATE OF ACCURACY TO cL/CL INTERSECTION ED EWATER WAY &. l herebycertify that the plan shown and described hereon is a true and correct' NIGHTHAReOR WAY survey to the accuracy required by the Louisville Planning Commission and than the N�84.7 96 monuments have been placed as shown .hereon to the specifications of the Louisville "C�MMO AREA s E 0 3.702�yAc. Subdivision Regul ions. m� g'ZQ" en a o N -Z-� \. LOCATION MAP Registered Land Surveyor Date �� to D NOT TO SCALE N r gU,LDINC © 1O4SET13ACK " 95R a a I y N co 1.016 Ac. 1 NO � � j 1/2" NIR rn _ �� �m LEGEND: .50. 0, i D 9 D BUILDING --j c o " NIR NEW IRON ROD SETBACK g ZQ" E EIR EXISTING IRON ROD N'q'3 NIR' NEW IRON ROD A= ARCN. LENGTH 1,f'2" EIR ,- 3g5.33 M 'o R= RADIUS 1 N 7- D= CENTRAL ANGLE (DELTA) . A=33.43' 1 y z B= CHORD BE f m C= CHORD LENGTH D=4 32 27" 1�2" N1R �.- emu` I' Ac ACREs 94R1 SF SQUARE FEET B=SO007'39 "W 1 1.079 Ac. WDB WARRANTY DEED BOOK C=33.42' I� --PAGE -- --- RB RECORD BOOK 1 R/W RIGHT--OF—WAY , CENTERLINE BOUNDARY LINE ROAD RIGHT—OF—WAY LINE A-134.30'' -----•--- --•-•— PREVIOUS LOT LiNE R=421.82 ' C 1 ,- - — — — — . — BUILDING SETBACK LINE D=18°14'33" BUITgACK�- - - ROAD CENTERLINE B=NI I@15'51 „W sE 574 C=133.74' i 1/2„ EIR m m 7 . Cl)o �Z 1 l SURVEYOR `SL NOTES: 1. Drainage and Utility 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. Phyllis Lee crisp, Register There sho# also be 'easements 5 feetoneach side of a// as -built utility lines. Blount County Tennessee Rec #: 605745 Rec'd: 15.00 Instrument #: 916714 2. No Instruments of Record reflecting easements, rights of way, and/or ownership state: 0.00 .00 Recorded Other: were furnished to the Surveyor, except as shown hereon. The Surveyor has made Other: 2.00 8/26/2021 at 9:45 AM 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. J. Located in Flood Zone 'X" (areas determined to be outside the 0.27. chance floodplain) according to Flood Insurance Rate .Map 47009CO110C, in Community Number 470405 dated September 19, 2007.` 4. 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 (1-800-35 t —1111) or the utility provider prior to any excavation or construction. 5. See previous plat for. ad other certificates and notes associated with lots or parcels on this plat. 1/2" EIR 7 l V OWNER: STEFANI .NEVILS 6734 ' LA CHRISTA WAY KNOXVILLE, TN 37921' 2 LOT t2.095 AC. o DISTRICT 10, BLOUNT COUNTY RB 2391 PG 663 & RB 2439 PG 2352 TAX MAP 16C ' "A" PARCEL 89 LASHBROOKE SUBDIVISION PLAT REF. 3398B PREVIOUS PLAT REF. 2161A-2163B 50' 25' 0 50, 100' 1 „ = 50' I hereby certify that this is Category I survey, and the ratio of precision of the unadjusted survey is 1:. 10.000 as shown hereon, and this .survey was done in compliance with current Tennessee Minimum Standards of Practice. SINCE 1979 STERLING E N G I N E E R IN G, IN C LANI) SURVEYING CIVIL ENGINEERING CONSULTING LAND PLANNING 1020 WILLIAM BLOUNT DRIVE MARYVILLE, TENNESSEE 37802-8401 P.O. BOX 4878 MARYVILLE, TENNESSEE 37802-4878 PHONE: 865-984-3905 FAX: 865-981-2815 www.sterling.us.com N W Ln h•r W O a O 14 O . W O w, o a M M -�60AER •LAND GRiCU UR >,''• C perm 0 MEst FSSE'E .N� �IIIJi n rrrrr� ©Copynght 2019 Sterling Engineering, Inc. All Rights Reserved . SHEET FS DESIGNED: DRAWN: SDC CHECKED: CMR DATE: 8/20/21 SCALE: 111 = 50' DRAWING: 5161-94111-FS PROJECT NO: SEI#5161-94R1 r