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3896A;1 rn c a N rn 0 N N N •O LL M Ct m 0, 9i �, TO CL CL INTERSECTION P�'� G �I QP� TUC ECHEE PIKE & �� J0 P�� OLD WALLAND'NHIGHWAY Q I 78.0' I Q \ BRIDGE CONCR 1a5• nr SIMERLY WDB 550 PG 762 �•..� G6 P \ •\ ,ryti , s ems, I1 \ \. PP \ \ s ss. acp s83\ \.<1 \ �P EIR EXISTING IRON ROD EIP EXISTING IRON PIPE NIR NEW IRON ROD A= ARC LENGTH R= RADIUS D= CENTRAL ANGLE (DELTA) B= CHORD BEARING C= CHORD LENGTH Ac. ACRES SF SQUARE FEET WDB WARRANTY DEED BOOK MRB MISC. RECORD BOOK RB RECORD BOOK PG PAGE R/W RIGHT-OF-WAY CENTERLINE FLOW DIRECTION Q PP POWER POLE (PP) o so SATELLITE DISH ❑ wM WATER METER BOUNDARY LINE ROAD RIGHT-OF-WAY LINE LOT LINE — EASEMENT LINE - - - - - - - BUILDING SETBACK LINE - ROAD CENTERLINE EDGE OF ROAD - - - EDGE OF GRAVEL/ROAD c c CORRUGATED METAL PIPE (CMP) x x FENCE LINE E ELECTRIC LINE (OVERHEAD) d d DITCH LINE — LAKE/RIVER/CREEK LINE SURVEYOR'S NOTES: 1. Front Building setback shall be 30 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. 2. 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. J. 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. 4. Located in Flood Zone 'AE" (Special Flood Hazard Area), according to Flood Insurance Rate Map 47009CO165C, dated September 19, 20OZ 5. Reference TOOT plans BRZ-500(7), pages 3-5 and MRB 101, page 31 for information on right of way taken by the State of Tennessee at the intersection of Old Walland Highway and Tuckoleechee Pike. 6. Reference Boundary Survey by Richard H. Everett, on 7-30-1986, Drawing No. W688. Z This plat of subdivision is excepted from regional planning commission regulations by TCA 13-3-408. r' \ \ \ \ A=397.59' \ F \ R=3915.50 \ D=5'49'05" \ \ \ P \ B=S57'05'09 "E \ \ F \C=397.42' 014 Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 559868 Rec'd: 15.00 Instrument #: 857801 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 10/18/2019 at 9:15 AM Total: 17.00 in Map File FILE Pgs 3896A-3896A \ PP ssg`S\ �33�01y \ stp, F GAMBLE PLACE PARTNERS RB 2253 PG 2502 STATE OF TENNESSEE WDB 644 PG 139 A=242.74' R=515.50 I-D=26'58'45" B=S73'29'04 "E C=240.50' ft=�—E S86'5827"E - - N81 55'591W N81 55'59 „w 561. 63, 565.00, A=323.24' .-R=1334.50 D=13*5241 " B=S80002'06 "E C=322.45' Al I S 2 4;5 S? 45a 332 66 lY A=279.81 ' R=1534.50 D=10'2651 " B=S67'52'20 "E C=279.42' 166??"ly- 'MCPSF\ Azoip SOUTHERN STAR LAND CO. WDB 305 PG 436 OWNERS OF RECORD: LILLARD EARLE Sr & MILDRED C. AILOR % CARMON COOK 10816 THORNTON DR KNOXVILLE, TN 37934 2 LOTS t8.392 AC. DISTRICT 14, BLOUNT COUNTY WDB 477 PG 447 TAX MAP 49 PARCEL 31.02 100' 50, 0 100' 200' .� T 1" = 100' SURVEYOR'S CERTIFICATION. 1 hereby certify that this is a Category 1 survey, the ratio of 0000 precision of the unadjusted survey is 1: 15,000 or greater as shown hereon, a and this survey was done in compliance with current Tennessee Minimum Z Standards of Practice. � - 212�/1 TUCKALE� PK ' SITE-'*"' 9��tio LOCATION MAP NOT TO SCALE LINE TABLE No. Bearing Len. L 1 S4331 ' 17"W 23.24' L2 S46'28'43"E 8.80' L3 S5654'00 "E 141.2 1' L4 S58'06'00"E 50.25' L5 S41 '0559 "E 51.09' L6 S76' 11 '00'E 54.64' L7 S51 728 21 E 59.42' LB S73'05'46"E 51.26' L9 S50'26'07"E 73.84' L 10 S4125'03 "E 92.47' L 11 S41 '25'03 "E 168.22' A=199.20' -R= 934.50 D=12' 12'47" B=S56'32'31 "E =198.82' • � u'0 A=181.00' R=1150.00 D=9'01'04" B=S45'55'35 "E C=180.81 ' 1 \ 4.197 Ac. Z �' \ Ln 2 3 4.197 Ac. 60.15 00 o � S 60• N Z PATE RB 2291 PG 2723 4y i f SINCE 1979 STERLING ENGINEERING, INC 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 :OAGRI U ICO ©Copy,,ght 2018 Starting Engineering, Inc. M Rights Reserved SHEET FS DESIGNED: DRAWN: CEG CHECKED: ATB DATE: 2/28/19 SCALE: 1 " = 100' DRAWING: 6439-FS PROJECT NO: SEI#6439 .- �3iIIl