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4335BTOI 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 record' i e rice of the County R is Secretary, Plannio Commission Date CERTIFICATION OF OWNERSHIP AND DEDICATION We hereby certify that we are the owners of the property shown and described hereon and that we hereby adopt this plan of subdivision with our free consent establish the minimum building restriction lines, and d 'cote o11 rights of way, streets, alleys, walks, easements, parks, and 17h n spaces to public or private use as noted r �/ , Cy t n &Teresa Steen Estate=POA Date Richard Steen I Date Kim erly Steen Date Zsfz_Z_ Marcus Cardwell Date 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 Commissio and that the monuments have been placed as shown hereon to .the cifi tions . of the Louisville Subdivision Re ulatl Y r Registered Land Surveyor Date CERTIFICATION OF THE APPROVAL OF STREETS AND UTILITIES 7his subdivision lies along an existing public .town road. The improvements related to streets have been installed according to county specifications; and according to the specifications of a Louisville Planning Commission's Subdivision Reg to Ions, except as not on hereon; or proper provisions have been made for th it installation. Design a En gi ee for Louis vil Date CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS (E-911 l hereby certify that (1) the names of existing public roads shown on this subdivision plat are correct (2) the names of any new roads, whether public or private, do not duplicate any existing names, and (3) the pr erty numbers of the lots shown on this plat are in conformance with th E-911 System. (O. Signature Date BLOUNT COUNTY HEALTH DEPARTMENT Approval is hereby granted for lot JA defined as_2 -P�n 8maa ty beiao suitable for subsurface sewage disposal(M) with the listed or attached restrictions. Prior to any construction of a structure, mobile, or permanent the plans for the exact house/structure location must be approved and an SSD system permit issued by the Division of Environmental Health. Water tops, water lines, underground utilities and driveways should be located at the side property lines unless otherwise noted. Any cutting, filling, or alteration of the condition`svoid thFs approval. Director, Environmental Health, Date Blount Co. Health Department House size, location and design will determine the actual number of Bedrooms for which a permit may be issued. Lot(s) llisre approved for standard individual subsurface sewage -disposal system serving a maximum of _Z—bedrooms. The owner and/or developer of any lot in developing the lot into building, whether primary structure or accessory structure, or. conducting any development or use that will disturb soils on the lot shall reserve and maintain area sufficient for primary, secondary (and tertiary when applicable) septic field lines appropriate to the size and use of buildings and other development or activities. The Blount County Environmental Health Department should be consulted prior to any construction to determine appropriate area to be reserved undisturbed for septic field use. This !ot(s)_Z&�8.� have not been evaluated, pursuant to this plat review, for. an SSD system and plat approval does not constitute approval of this lot or any existing or future SSDS system. SURVEYOR'S NOTES: 1. 112" new iron rods will be set at all internal lot corners. 2. 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 '6 o all as —built water utility lines, and 7 112 feet on each side of as —built a) sewer utility lines. U J. Front Building setback shall be 40 feet from all street rights—of—woy, dunless otherwise noted in restrictions. All other Setbacks shall be in 0 accordance with the Zoning Ordinances. 0 00 `n 4. No Instruments of Record reflecting easements, rights of way, and/or r ownership were furnished to the Surveyor, except as shown hereon. The NSurveyor has made no attempt .to access the public records for any N easements. Subject to any easements, regulations or restrictions in effect at the time. of this survey. No title opinion is expressed or implied. N ti 5. The Surveyor has made no attempt to locate underground utilities, underground foundations, underground encroachments or underground v improvements, except as shown hereon. Actual location of all underground utilities should be verified through Tennessee 1 Call (1-800-351-1111) or CD the utility provider prior to any excavation or construction. Ur of 1? 6. This property is not located. in a flood hazard area according to FEMA co Flood Insurance Rate Map 47009CO1I0C, dated September 19, 20OZ ti OD M Z Lot 2R shall not. be further subdivided unless access other than said CD easement is available. a 00 ti 00 M i LINE TABLE No. Bearing Len. L12 S51'05'03"E 200.39' L 13 N50' 18'30 "E 30.37' L 14 N51 '01 '36 "W 100- 00' L 15 S50' 18' 18 "W 30.47' L 16 S51'05'03"E . 171.74' L17. N36'5325 "W. 6Z54' L 18 S53' 13'23"W 142- 95' L 19 N53' 13'23'E 53.97' L20 N45'09'55"W 199.56' L21 N47'4924 "W 154.30' L22 N48721 '21 "E 68.70' L23 N49' 1732W 33- 65' L24 N49' 1732 "W 56.37' L25 ' N50'01 '1 O"W 35.57' L26 N74'25 34 "W 46.61 ' L27 N3529'50"W 226.75' L28 S51'05'031E 100.02' CURVE TABLE No.FLen. Radius Delta Bearing Chord C3 10.12' 816.20' 0'43' N33'49'51 "E 10.12' C4 211.57' 1105.79' 10'58' N39'30'33"E 211.24' 4 41 P -I 279 N 2gs z TOCAROLCINEN OUR &ON OLD TOPSIDE RD N 35'48': E 228.7' / C4 / �,z , gv �yv 01 •` 0.535 A( �E LOCoATToON AU MAP (PLAT REF, 11 r�O1.1�+1� - o� .�'' sy° LEGEND: 2� J�k��oFTo Cs yy jj d EiR EXISTING IRON ROD ry �� 5� q ��� `t'� y0 �9 �q EIP EXISTING IRON PIPE 10 �40� NIR NEW IRON ROD 0 0"� y FENCE POST N&D NAIL & DISK �/ \ 1 R �'� 66 p`� IN CONCRETE A= ARC LENGTH 2.097 Ac. Fop ��� �� 1' R= RADIUS D= CENTRAL ANGLE (DELTA) / . B= CHORD BEARING \tor C= CHORD LENGTH toT 4'p G�Fro �� r�± POINT Ac. ACRES pb SF SQUARE FEET WDB WARRANTY DEED BOOK RB 6 PG PAGE RD BOOK TYP TYPICAL R/W RIGHT—OF—WAY CENTERLINE `rs va BOUNDARY LINE ROAD RIGHT—OF—WAY LINE q LOT LINE 21 . 1/4" EiR FJ9p`t—•-._._--.-._._.— PREVIOUS LOT LINE �� EASEMENT LINE �����`'� Z �•` 1.046 C. — — — ` — — — BUILDING SETBACK LINE ROAD CENTERLINE ONERSOF-RECORD: _—_ 1. THURMAN STEEN C 3 `�� TERESA STEEN(DECEASED) 2651 W. OLD TOPSIDE RD LOUISVILLE, TN 37777 DISTRICT 10, BLOUNT COUNTY 04, `�' RB 2417 PG 983 TAX MAP 16 PARCEL 94.00 3R TAX MAP 16 PARCEL 94.02 �b ,�y�• 3.871 Ac. to LOTS 1 & 3 PLAT REF. 1554A .ti o s 2. RICHARD A. STEEN KIMBERLY B. STEEN d' �0 8342 CHADBURN WA Y MONTGOMERY, AL 36116 S �, S1 DISTRICT 10, BLOUNT COUNTY 4 9 RB 2416 PG 2380 •' TAX MAP 16 PARCEL 94.01 LOT 2 oar 4�,Q► PLAT REF. 1554A J. MARCUS CARDWELL s� 2723 CAROLINE CT low o�so LOUISVILLE, TN 37777 DISTRICT 10, BLOUNT COUNTY mod, WDB 668 PG 301 V* 16 TAX MAP 16M C PARCEL 3.00 LOT 3 te01 a PLAT REF. 1187A 100' 50, 0 100' 200' I" _ 100' 1V SURVEYOR'S CERTIFICATION: Phyllis Lee Crisp, Register I hereby certify that this is a Category I_ survey, the ratio of Blount County Tennessee Rec #: 629454 precision of the unadjusted survey is 1: 13,483 or greater as shown hereon, Rec'd: 15.00 Instrument #: 947096 0 and this survey was done in compliance with current Tennessee Minimum State: 0.00 Clerk: 0.00 Recorded Standards of Practice. Other: 2.00 8/17/,2022 at 10:45 AM i Total: 17.00 in Map File FIILE Pgs 4335B-4335B 051 U Tennessee R.L.S. 1929 Date 3 3 4 46 STERLING 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 VJ *-� AO ENO M Z ® E.4 wi ®w H Q+ M Z O o ~ M a Z o � A M � �1►IIIIII/II O?"ER tij''�.,, �A= ©Copyright 2022 Sterling Engineering, Inc. All Rights Reserved SHEET FS DESIGNED: DRAWN: CEG CHECKED: CMR DATE: 7/21/22 SCALE: 1 DRAWING: 3878-3R-FS PROJECT NO: SEI#3878-311