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3997ACITY OF LOUISVILLE. TENNESSEE CERTIFICATE OF APPROVAL FOR RECORDING I hereby certify that the subdivision plat shown hereon has been found to . comply . with the subdivision regulations .for Louisville, Tennessee, with the exception of such variances, if any, as are noted in the minutes of the Planning Commission, and that is has been approved by that body for recording in the office of the County Register. Secretary, PI ning Commission Date INMAN RB 2589 PG 1266 25 12 CERTIFICATION OF 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 adopt this plan of subdivision with my (our) free consent, establish the minimum building restriction lines, and dedicate all rights of way, streets, alleys, walks, easements, parks, and other open spaces to public or private use as noted. 7- Z 3 --7,D Owner Owner 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 Louisville Planning Commission and that the monuments have been placed as shown hereon to the specifications of the Louisville Subdivisi n Regulations. Registered Land Surveyor Date BLOUNT COUNTY HEALTH DEPARTMENT In accordance with the policies of the Tennessee Department of Environment and Conservation, the Blount County Health Department has not evaluated the existing subsurface sewage disposal system (SSD) on the property represented by this plat. The Blount County Environmental Health Department makes no representation as to the performance of the existing SSD system, or its future operation. SURVEYOR'S 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. There shall also be easements 5 feet on each side of all as -built utility lines. 2. All building setbacks are per the previous Record Plat or as determined by the Lashbrooke Design Guidelines. Refer to Section 3, Page 13 of the Architectural Guidelines at www.Lashbrooke.us for more information. J. 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. 4. Located in Flood Zone 'X" (areas outside of the 0.29 annual chance) per Flood Insurance Rate Map 47009CO110C in Community Number 470405 dated September 19, 20OZ 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. See previous plat (reference 2161A-2163B) for all other certificates and notes associated with lots or parcels on this plat. Z All previous lot lines are by this plat deleted along with all unused easements. 8. The purpose of this replat is to remove the lot line between lots 10 and 11. 1/2°EIR 50 �. N 12'50 71.51 1/2"EIR A=92.41 ' R=1284.40 BREAZEALE D=4.07 20--- RB 2496 PG 1563 B=Nto'46'59'W C=92.39' N8'43'19"W 5/8 18.68' 5/b A=18.27'-- l/2"E!R 0 282.820"E 1 N�4•20� ,- 50' 1 50.32' V 1 Si• 49' 1 �I NE TO .8E• REMpV�D \ \ .PR�ou U LOT 11 R \ 1/2' 1 1.301 Ac. f z z' -A a�' -G SITEJASiP � L9sygRo i�e_R il'q�1 S6'55'37"E LOCATION SCALE 64.18 A=123.88' EIR R=225.00 D=31'3241 " B=S22'41'57"E C=122.32' S38'28'18"E 9.05' \ S35'44'43"E 7.27' 1 Zo„W SIR ' EIR r 51 ! 0.g2 R=159.59 1/2"EIR D=6'33'39" B=N5'26'29 "W C=18.26' o � TO CL W INTERSECTION / NEWPOORT PARK WAY .& LASH 11WAY / S4141*11: E COMMON AREA 290.8 3.217 Ac. O �S M 00 Q Z LEGEND: NIR NEW IRON ROD EIR EXISTING IRON ROD A= ARC LENGTH R= R4DIUS D= CENTRAL ANGLE (DELTA) B= CHORD BEARING C= CHORD LENGTH Ac. ACRES SF SQUARE FEET WDB WARRANTY DEED BOOK PG PAGE RB RECORD BOOK TYP TYPICAL R/W RIGHT-OF-WAY CENTERLINE BOUNDARY LINE ROAD RIGHT-OF-WAY LINE LOT LINE -----------•-•--- PREVIOUS LOT LiNE (TO BE REMOVED) EASEMENT LINE — — — — — — — BUILDING SETBACK LINE — ROAD CENTERLINE Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 576745 Rec'd: 15.00 Instrument #: 879631 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 7/28/2020 at 10:20 AM Total: 17.00 in Map File FILE Pgs 3997A-3997A OWNERS OF RECORD: JOEL PACE, JR. & JESSICA PACE 3519 NEWPORT PARK WAY LOUISVILLE, TN. 37777 DISTRICT 10, BLOUNT COUNTY 1 LOT 11.301 AC. RECORD BOOK 2599 PG 768 (LOT 10) RECORD BOOK 2489 PG 2263 (LOT 11) TAX MAP 16C "A" PARCEL 83.00 (LOT 11) & 84.00 (LOT 10) PLAT REF. 2161A, 2161B, 2162A, 2162B, 2163A, 2163E 100' 50' 0 100' 200' 1 " = 100' SURVEYOR'S CERTIFICATION: 1 hereby certify that this is a Category I survey, the ratio of precision of the unadjusted survey is 1: 1&435 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 STEALING E N G I N E E R I N G, I N C. LAND SURVEYING CIVIL ENGINEERING CONSULTING LAND PLANNING 1020 WILUAM BLOUNT DRIVE MARYVILLE, TENNESSEE 37802-8401 P.O. BOX 4878 MARYVILLE, TENNESSEE 37802-4878 PHONE: 865-984-3905 FAX: 865-981-2815 �{1{►Illi/��� ER ����5 -gip LANp•••.- O �. - AGMCU RE 0. i- • F SSEE •NO ``��. �1111111►1{{{� ©Cop��r(8ght 2019 Sterling Engineering, Inc. All Right'. Reserved SHEET FS DESIGNED: SDJ DRAWN: _ KAS CHECKED: CMR DATE: 7/7/20 SCALE: .1 it = 100' DRAWING: 5161-11R-Replat 0 , J��rvis ki PROJECT NO: SEI#5161-11R