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4704B1 ROBERT PATTERSON & LINDA JOYCE WALKER (BOOK 626, PAGE 437) (60079) (50142) CONTROL MAP: 077, PARCEL: 009.00 1/2" REBAR FOUND 1/2" REBAR FOUND W/ CAP "BSI 2324"� W/ CAP "STERLING ENGRNG INC" AT FENCE POST AT FENCE POST LOT 36 WYNGATE SUBDIVISION (MAP FILE 2455A) GEORGE E III & MELODY STEPHENSON (BOOK 2679, PAGE 256) CONTROL MAP: 077F, GROUP: A, PARCEL: 009.00 (60085) 1/2" REBAR FOUND_ W/ CAP "BSI 2324" AT FENCE POST LOT 37 WYNGATE SUBDIVISION (MAP FILE 2455A) JAMES HERBERT & LAURIE ANN SHELTON TRUST (BOOK 2761, PAGE 455) CONTROL MAP: 077F, GROUP: A, / PARCEL: 008.00 / EXISTING BARN SET 5/8" REBAR W/CAP "SAM, LLC" LOT 38 WYNGATE SUBDIVISION (MAP FILE 2455A) JAMES HERBERT & LAURIE ANN SHELTON TRUST (BOOK 2761, PAGE 455) CONTROL MAP: 077F, GROUP: A. PARCEL: 007.00 -- -- (50068) �— 1/2" REBAR FOUND W/ CAP "BSI 2324" LOT 39 AT FENCE POST WYNGATE SUBDIVISION (MAP FILE 2455A) MARK OLIVER & WYMBERLY KAY STEELE (BOOK 2707, PAGE 2429) CONTROL MAP: 077F, GROUP: A, PARCEL: 006.00 SURVEYOR'S NOTES 314.38' 1 113.Us- VINYL FENCE LOT 2 ' WYNGATE SUBDIVISION / (MAP FILE 2242B) ' ROBIN R & RICHARD E YOUNG (BOOK 2248, PAGE 2524) CONTROL MAP: 077, PARCEL: 062.01 I SET 5/8" RE W/ CAP "SAM, LOT 2 130676.16 SO FT 3.00 ACRES 1/2' REBAR FOUND W/ CAP "BSI 2324" 1. BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83), CORS 96, EPOCH 2O02.0, TENNESSEE STATE PLANE COORDINATE SYSTEM, TENNESSEE GEODETIC REFERENCE NETWORK (TERN) AND ARE FURTHER REFERENCED TO THE TENNESSEE DEPARTMENT OF TRANSPORTATION VIRTUAL REFERENCE NETWORK, 2. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GRID DISTANCES AND ARE MEASURED IN U.S. SURVEY FEET. THE COMBINED SCALE FACTOR FOR THIS PROJECT IS 0.9999072638. 3. GLOBAL POSITIONAL DATA (REAL-TIME KINEMATIC (RTK) GPS) WAS ORIGINALLY OBSERVED ON OCTOBER 5, 2024, UTILIZING A TRIMBLE RI DUAL FREQUENCY RECEIVER, THE POSITIONAL ACCURACY OF THE GPS SURVEY CONTROL SET TO PERFORM THIS SURVEY DOES NOT EXCEED 0.07 FEET HORIZONTALLY. 4. FIXED CONTROL STATIONS ARE LISTED AS FOLLOWS: TOOT DISTRICT 17, PID: DL2078, LATITUDE N 35° 48' 48.15929", LONGITUDE W 84' 00' 17.53634" 5. WE HAVE EXAMINED FLOOD INSURANCE RATE MAP NUMBER 47009CO250C WITH AN EFFECTIVE DATE OF SEPTEMBER 18, 2007 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FOR THE AREA CONTAINING THE SUBJECT PROPERTY. BY GRAPHIC PLOTTING ONLY, SAID PROPERTIES APPEAR TO BE LOCATED IN ZONE "X". THIS NOTE IS FOR PROVIDING INFORMATION AS INDICATED ON THE CURRENT FLOOD INSURANCE RATE MAP FOR THIS AREA, AND SHOULD NOT BE CONSTRUED AS AN INDICATION AS TO WHETHER FLOOD INSURANCE SHOULD OR SHOULD NOT BE PURCHASED, 6, THE PROPERTY SHOWN HEREON IS ZONED R-1 (RURAL DISTRICT 1). BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 3V SIDES: V REAR: 20' FOR PRINCIPAL STRUCTURE, & FOR ACCESSORY STRUCTURE -ALWAYS CONSULT WITH BUILDING AUTHORITIES PRIOR TO CONSTRUCTION, SETBACKS ARE SUBJECT TO CHANGE." 7. THE SURVEY SHOWN HEREON WAS COMPLETED IN THE FIELD AND IN THE OFFICE BY THE CERTIFYING SURVEYOR BETWEEN OCTOBER 5, 2024 THROUGH DECEMBER 12, 2024. THE FIELD WORK WAS COMPLETED ON DECEMBER 6, 2024 8. SOURCES OF INFORMATION USED TO FACILITATE THIS SURVEY WERE PREVIOUS SURVEYS BY THIS FIRM, SURVEYS BY OTHER FIRMS AND INFORMATION FURNISHED BY CLIENT. NO TITLE SEARCH, TITLE OPINION OR ABSTRACT WAS PERFORMED BY THIS FIRM. THERE MAY BE DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS OF RECORD WHICH COULD AFFECT THE BOUNDARIES OF THIS PROPERTY THAT WERE NOT FURNISHED AT TIME OF SURVEY. 9. DRAINAGE AND UTILITIES EASEMENTS SHALL BE FIVE FEET ON EACH SIDE OF ALL INTERIOR LOT LINES AND TEN FEET ON THE INSIDE OF ALL LOT LINES EXTERIOR TO THE SUBDIVISION, AND TEN FEET ALONG THE STREET RIGHT-OF-WAY EXCEPT AS OTHERWISE SHOWN HEREON, OR FIVE FEET ON EACH SIDE OF ALL ASBUILT UTILITIES, 10. PROPERTY OWNER IS AS FOLLOWS: JOSEPH COLVIN (BOOK 2425, PAGE 2583) CONTROL MAP: 77, PARCEL: 062.00 11, PROPERTY ADDRESS IS AS FOLLOWS: LOT 1: 1231 WALKER ROAD MARYVILLE, TENNESSEE 37801 GATE US (507) S68°42'16 IN SET 5/8" REBAR W/ CAP 'SAM. LLC" DRIVEWAY ACCESS IS NOT PERMITTED IN THE HATCHED AREA ALONG WALKER ROAD FOR LOT 2 LOT 311 WYNGATE SUBDIVISION (MAP FILE 2409B) RICHARD & JOYCE E PITNER (BOOK 2142, PAGE 1321) CONTROL MAP: 077, PARCEL: 062.03 If (50140) 1/2" REBAR FOUND W/ CAP "STERLING ENGRNG INC" 175.48' o 'Z t �l U1 CD o/ 0 ml n n w o N W O / O -..30' (r' o I 1/2" REBAR FOUND-��/1� W/ CAP "8S1 2324" IUl ' I FTO¢O Zw /oCWp1 nZ 01 z3M f= 0 3¢ 4: 0 �a J U 3aa r 5/8" REBAR CAP "SAM, LLC" SET 5/8" REBAR W/CAP "SAM, LLC" "REBAR "SAM, LLC" Kllowwhmbelouw '® Call before you dig. CURVE TABLE CURVE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD LENGTH C1 7-57-49" 1323.28' 1 183.9T S11"03'53"E 1B3.78' LINE TABLE NUMBER DIRECTION LENGTH L1 SOB'21'48"E 50.03' L2 S07'07'04"E 12.21' L3 N44041'20"W 42.35' SURVEYOR'S CERTIFICATION (NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF AENNESSEE LICENSED LAND SURVEYOR) I HEREBY FURTHER CERTIFY THAT THE FINAL PLAT SURVEY OF THE PROPERTY SHOWN AND DESCRIBED HEREON WAS COMPLETED UNDER MY DIRECTION AND SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1 FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS SET FORTH BY THE TENNESSEE STATE BOARD OF EXAMINERS FOR LAND SURVEYORS IN CHAPTER 0820.3, STANDARDS OF PRACTICE. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. THE SURVEY IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENT'S REPRESENTATIVE, I FURTHER CERTIFY THAT THE BOUNDARY SHOWN AND UTILIZED WAS PERFORMED USING REAL TIME KINEMATIC GLOBAL POSITIONING SYSTEMS METHODOLOGY, MEETING RULE 0820.03-.07(5) AND THE CURRENT MINIMUM STANDARD FOR A CATEGORY IV SURVEY. I FURTHER CERTIFY THAT THE SURVEY CONTROL SHOWN AND UTILIZED FOR THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GLOBAL POSITIONING SYSTEMS METHODOLOGY, MEETING RULE OB20-03-.07(5) AND THE CURRENT MINIMUM STANDARD FORA CATEGORY IV SURVEY. I FURTHER CERTIFY THAT THE BOUNDARY AND CONVENTIONAL TRAVERSING MEETS THE CURRENT MINIMUM STANDARDS FOR A CATEGORY I SURVEY AND THE RATIO OF PRECISION OF THE UNADJUSTED SURVEY IS 1:10,000 AS SHOWN HEREON. DECEMBER 12, 2024 DATE OF SIGNATURE 2 0z4 5? OCV o)�, U .N;,z ro U 1j 2�1u <u 2 0 50, 100, GRAPHIC SCALE VICINITY MAP NOT TO SCALE CERTIFICATION OF OWNERSHIP AND DEDICATION I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT 1 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. /!260C 0,00 116434 WEM4 COLVIN, OWNER DATE: I HEREBY CERTIFY THAT THE SUBD ISION PLAT HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR THE BLOUNT COUNTY PLANNING REGION, WITH THE EXCEPTION OF SUCH VARIANCES, IF ANY, AS NOTED IN THE MINUTES OF THE PLANNING COMMISSION, A THAT IT HAS EEN APPROVED BY THAT BODY FOR RECORDING IN THE OFFICE OF THE COUNTY REGISTER. SFCRFTARY PI ANNIMr.. COMMISSION DATE: t CERTIFICATION OF ACCURACY I HEREBY CERTIFY THAT THE PLAN SHOWN AND DESCRIBED HEREON IS A TRUE AND CORRECT SURVEY TO THE ACCURACY REQUIRED BY THE BLOUNT COUNTY PLANNING COMMISSION AND THAT THE MONUMENTS HAVE BEEN PLACED AS SHOWN HEREON T HE SPECIFICATIONS OF THE BLOUNT COUNTY SUBDIVISION REGULATIONS. 100 �� E ISTERED SU EY DATE. CERTIFICATION OF THE APPROVAL OF UTILITIES (WATER) I HEREBY CERTIFY THAT THE WATER IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO THE SPECIFICATIONS OF THE BLOUNT COUNTY SUBDIVISION REGULATIONS, EXCEPT AS NOTED HEREON: OR PROPER PROVISIONS HAVE BEEN MmAADE FOR THEIR INSTALLATION. t.SI A RE POSITION L) DA E CERTIFICATION OF THE APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS E-911 CERTIFICATR OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS E-911 I 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 PRIVAT O NOT DUPLICATE ANY EXISTING NAMES AND SAID NAMES ARE APPROVED, AND (3) THE PROPERTY NUMBERS OF THE LOTS SHOWN ON THIS PLAT ARE IN CONFORMANCE WITH THE E-911 SYSTEM. M F.Pl-r HORI Y A DATE: T UBDIVISION LIES ALONG AN EXISTING PUBLIC COUNTY ROAD. THE IMPROVEMENTS RELATED TO STREETS HAVE BEEN INSTALLED ACCORDING TO COUNTY SPECIFICATIONS; AND ACCORDING TO SPECIFICATIONS OF THE BLOUNT COUNTY PLANNING COMMISSIO 'S SUBDIVI ION REGULATIONS, EXCEPT AS NOTED HEREON; OR PROPER PROVISIONS HAVE BEEN MADE FOR THEIR INSTALLATION. COUN H RINTENDENT TI ATION OF ELECTRICAL UTILITY SERVICE THE PROPERTY SHOWN ON THIS SUBDIVISION PLAT IS WITHIN THE SERVICE AREA OF THE ( F �L UTILITY. THE FOLLOWING CONDITION(S) APPLY: LOTS ' ARE SERVED BY EXISTING POWERLINES. LOTS ARENWILL BE SERVED BY NEW POWERLINES AS PER AGREEMENT BETWEEN OWNER OF SUBDIVISION PROPERTY AND UTILITY. NOTE: IN ANY OF THE ABOVE INSTANCES, EXTENSION OF THE SERVICE CONNECTION IS THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNER, IN ACCORDANCE WITH THE ESTABLISHED POLICIES OF THE UTILITY COMPANY. 5,�[tey✓Tsar td 113h SIGNATURE POSIT49N DATE BLOUNT COUNTY HEALTH DEPARTMENT APPROVAL IS HEREBY GRANTED FOR LOT(S) 1 & 2 DEFINED AS COLVIN PROPERTY BEING SUITABLE FOR SUBSURFACE SEWAGE DISPOSAL (SSD) WITH THE LISTED OR ATTACHED RESTRICTIONS. PRIOR TO ANY CONSTRUCTION 0 O 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 F TAPS, WATER LINES, UNDERGROUND UTILITIES AND DRIVEWAYS SHOULD BE LOCATED AT THE SIDE PROPERTY LINES UNLESS OTHERWISE NOTED. ANY CUTTING, FILLING, OR ALTERATION OF THE SOIL CONDITIONS MAY VOID THIS APPROVAL. 2')11 i& 1 -2-V DIRECTOR, ENVIRONMENTAL HEALTH DATE: BLOUNT COUNTY HEALTH DEPARTMENT HOUSE SIZE, LOCATION AND DESIGN WILL DETERMINE THE ACTUAL NUMBER OF BEDROOMS FOR WHICH A PERMIT MAY BE ISSUED. LOT(S) 1 & 2 ARE APPROVED FOR STANDARD INDIVIDUAL SUBSURFACE SEWAGE -DISPOSAL SYSTEM SERVING A MINIMUM OF 3 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. I - •1�r j ;,'„°-� Phyllis Lee Crisp, Register Blount County Tennessee - ERTcD S AN IRS, '" Rea It: Rea' d: 669793 15.00 Instrument #: 999070 :SSE EGIST R BLAND --SURVEYOR state: 0.00 = CERTIFIGA-NO 89° Clerk: 000 Recorded .-. o Cvr Other: 2:00 12/17/2024 at 10:50 AM 2`4 o C) ,"'. Total: 17.00 in Map Pile FILE Pgs 47048-4704B (; i �rf,, " " � 'fib., •.. LEGEND 0 = WOOD FENCE POST z - =PAVED ASPHALT SURFACE t -9- =UTILITY POLE = GUY WIRE ANCHOR ;'a = PAVED ASPHALT SURFACE C- ® = FIBER PULL BOX = BOUNDARY LINE © = WATER METER — - - — - - — = ADJOINER LINE, LINE NOT SURVEYED. L F -o- = SIGN UNLE SNOTED) DEEDS OR PLATS (UNLESS - - - - - - - - = BUILDING SETBACK LINE �7 = TELEPHONE PEDESTAL - = CENTER LINE OF ASPHALT =TRANSFORMER —X X— =WIRE FENCE (XXXXX) = SAM POINT NUMBER —++--.+— = WOOD FENCE OE = OVERHEAD ELECTRIC UE = UNDERGROUND ELECTRIC PROJECT: JOSEPH COLVIN FINAL PLAT OF COLVIN PROPERTY SHEET TM Final Plat of Colvin Property 9047 Executive Park Drive JOB NUMBER: 1000 Suite 120 DATE: 12l202 Knoxville, TN 37923 SCALE: 1 60' Being the Property Described in Book 2425, Page 2583, and Map File 2227A °= Ofc: 865.200.4366 SURVEYOR: R. SANDERS Email: info@sam.biz TECHNICIAN: Z.BARNETT Lying Within the 6th Civil District of Blount County, Tennessee DRAWING: WALKER ROAD SUBDIVISION PLAT 1 OF 1 PARCEL ID: 077 062.00 PARTYCHIEF: J. COLVIN FIELDBOOKS: N/A