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4470Blgyz4q . FRIENDSVILLE CERTIFICATIONS CERTIFICATION OF OW1VERSHIP AND DEDICATION This is to certify that the owner (s) of the property shown and described hereon hereby adopt this subdivision plat and dedicate all streets, alleys, a1k, p rk% or other public ways and open space to public or private use as noted: Daf� Owner CERTIFICATION OF ACCURANCY OF SURVEY p i certify that the plat shown and described hereon is a: true and correct survey to the accuracy Qgot- .,l n 99(,� required by the Friendeville Municipal Planning Commission, and, that monuments have beenplaced placed as 1"6 t� shown hereon in accordance with the specific ' ns of the Friendsvl!/e Municipal Planning Commission. Q� y6�`,, 1" T t Date 7*, � , 20 Registered Surveyor CERTIFICATE OF APPROVAL FOR RECORDING P� I certify that this plat has :been found to comply with the subdivision regulations for the City of oRN Friendsville, with the exception of such - variances, if any, which are noted in the minutes of the Friendsville Municipal Planning Commission. All improvements have been installed or an acceptable surety posted. In posted In order to assure completion. This plat is approved for recording In the office of the county register of deeds. Mel I-V 20--.9-1 PM VT I S ret , riendsviQe Municipal Planning Commission 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 25' i r+_�1y Q� Department makes no representation as to the performance of the existing SSD system, or its 23 V g6j �g9 future operation. Fie cZ 0 o ` N59of) 9'28 "E LEGEND: EIR EXISTING IRON ROD EIP EXISTING IRON PIPE NIR NEW IRON ROD Ac. ACRES SF. SQUARE FEET WDB WARRANTY DEED BOOK RB RECORD BOOK PG PAGE TYP TYPICAL R/W RIGHT-OF-WAY CENTERLINE BOUNDARY LINE ROAD RIGHT-OF-WAY LINE - -•----.------ PARCEL LINE - - - - - - - - BUILDING SETBACK LINE -. ROAD CENTERLINE EDGE OF ROAD LAKE/RIVER/CREEK LINE -------------- BUILDING `CANOPY LINE SURVEYOR'S NOTES 1. Drainage and utility easements May 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 10 feet on each side of as -built sewer utility lines. 2. Front Building setback shall be 25 feet from all street rights -of -way and joint permanent easements,. unless otherwise noted in restrictions. All other Setbacks shall be in accordance with the Zoning. Ordinances. 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. 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. 5. The purpose ,of this plat is to adjust the common line between tax parcels 16.00 & 1 ZO2 of Tax Map 43. 6. There are existing structures located on these lots that do not conform to the current building setback requirements. In the event that the existing structures are, removed, any. new structures shall be required to meet current setback requirements. 296.32' r� �c .0 _ 00. aR 2 .33816 SF 0.776 Ac. i t. y 86 1 ;�• � i , 2g$'6+20 ! Z 25' 25� 1 NS Z TO CL/CL INTERSECTION COLLIE COVE CT. 84 CEDAR CREST LN S1.8'E 849.6' 6a� s 4° 1 " EIP ,�SITE OVO : 0 . g,;, p COLLIE 4� \ COVE CT ro'tP . t \ \` N LOCATION MAP 1 1.25" EIP NOT TO SCALE 1.476 Ad. NW � ,•,• pPR�E�.-•" 2 0 E S34 50 56„ E 130.26' 01 �• 10 1/2» EIR EIR 3 1 /2„ 1/2" NiR ,pR S61 '26'20 "W 223.93' 8 s11'0g� 6`�6 TA�� Y Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 645737 Rec'd: 15.00 Instrument #: 967963 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 7/18/2023 at 1:35 PM Total: 17.00 am Map File FILE Pgs 4470B-4470B OWNER: VERTNER SONNY HARBEN 844 COLLIE COVE CT FRIENDSVILLE, TN 37737 DISTRICT 4, BLOUNT COUNTY RB.2698 PG 2672 TAX MAP 43 PARCEL 16.01 TAX MAP 43 PARCEL. 17.02 PREV PLAT REF: SPB 1 PG 799 0 0 E 50 25' 0 . 50, 100' 1 = 50' LINE TABLE SURVEYOR'S CERTIFICATION: No. Bearing. Len. 11 N11'5754"W 26.60' 1 hereby certify. that this. is a Category -L survey, the ratio of precision of the unadjusted survey is 1: 10,000 or greater as shown hereon, . L2 N29.3442"W 74.30, and this survey was done in compliance with current Tennessee Minimum Standards of Practice. L3 N60'25'18"E 34.71 ' L4 N29'34'42"W 4Z 13' Tennessee R.L.S. 1929 Date SINCE 1.979 STEALING 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: 865-984-3905 FAX: 865-981-2815 www.sterling.us.com O a CIO M N w a V/ A z h+l w z w A O MEN v! w a a O r V ♦,,��pHER .��♦�� ��� LAND �� ��� AG ICU ECG s EE "lilt 1��� ©Capyrlght 2023 Starling Engineering,. Inc. All Rights Reserved SHEET FS DESIGNED: DRAWN: CEG CHECKED: CMR DATE: . 6/28/23 SCALE: 1lt = 50" DRAWING: 6322A-FS PROJECT NO: SEI#6322A i