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4684ALEGEND: EIR EXISTING IRON ROD NIR NEW IRON ROD N&D NAIL & DISK Ac. ACRES SF SQUARE FEET WDB WARRANTY DEED BOOK MRB MiSC. RECORD BOOK PG PAGE TYP TYPICAL R/W RIGHT—OF—WAY ❑ CB CATCH BASIN ❑ WM WATER METER ALP LIGHT POLE (LP) o Wv WATER VALVE PP POWER POLE (PP) CDPRO PROPANE TANK BOUNDARY LINE ROAD RIGHT—OF—WAY LINE ................— PARCEL LINE — EASEMENT LINE — — — — — — — BUILDING SETBACK LINE — ROAD CENTERLINE EDGE OF ROAD — — — — — — — EDGE OF GRAVEL/ROAD — -- — — — — 100 YEAR FLOOD LINE c c CORRUGATED METAL PIPE (CMP) E ELECTRIC LINE (OVERHEAD) LINE TABLE No. Bearing Len. L 1 S1'36'56"E 125.24' L2 S7747'02 "W 208.57' L3 S47'01 21 "W 112.55' L4 N88' 1331 "W 92.07' L5 N 125'48 "W 254.88' L6 S88' 15'251T 381.22' 5' RIGHT OF WAY DEDICATION TO BLOUNT COUNTY WILDWOOD BAPTIST CHURCH WDB 142 PG 284 PLAT REF 145A WHALEY WDB 461 PG 487 PLAT REF. 145A i R. O Wv a CB L4 I f •' t PP •' i w l s 1 ..-- ♦' �. CHURCH PARKING �yG —'-- 1.661 Ac. di �E pOR�-�� w ; o yLP PARKING - - / / `24i o i o `25, i I ,26, i V CHURCH i — — / r M LP 1`2"NfR_ . • - - .. LZ f `32, i PIREIIII PARCEL UNE & EA S j v j IlkB j _ _ -- j TO BE DELETED PER 7NlS PLAT EXiSTIIVG t - - �t I I f RESIDENCE 1 1 LINE PR OUS PARCEL _ - _' .. ' •Ptf1T ISi! � i 1 1 -.— 1 25' - -(- DPER ~i w 1 I1\ i BE DELETE I _ 1. .1 y .g ! a w , PROLU LU I I TENNIS COURT 30" �33, •�i I y PRO 2 I p �_\ v�3 t w i �_` td 1 w i X _ g- i �'•a r281 1 I d! 1271 SETBACK SETBACK PREVIOUS PARCEL NE & EASEMENTS-�� �31� � j a \30� ?.i a �29� �;� � � � j i � ` (7yp) I TO BE DELETE PER THIS PLAT �fp L----—� i� �! m a! �+ ,! a �i a iCa I 140, i al'` a• �! �i'' i i IJ a! vrtw oio a� j j tj 1/2"N/R L6 1 a! ~ I 1 -- PORTER CIRCLE N 1/21NIR 1 BLOUNT COUNTY TENNESSEE CERTIFICATE OF APPROVAL FOR RECORDING I hereby certify that the subdivision of hereon has been found to comply with the Subdivision Regulations for the Blount County Pla Whg Region, with the exception of such variances, if any, as of the Planning ommissio d that it has b en app ved by that .body for recording in the office the coup inter. lk ecro a onnr mmrssron a e 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 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.` d7r, Gilliland(Trustee) Si oo p sChurch 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 Blount County Regional Planning Commission and that the monuments have been placed as shown hereon to the specifications of the Blount County Regional Subdivision Regulations. S. ?--I "ffe—gisrered LanaSurveyor a e CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS (E-911) Certificate of Approval of Road Names and Property Numbers (E-911) 1 hereby certify that (1) the name of existing public roads shown on this subdivision plat are correct, (2) the names of any new rood , whether public or private, ' a not duplicate any existing names and said names are approved, and (3) t Is property numbers a t to s s own on this plat are /n conformance with the E-911 System. Signature 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 (SSO) 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. HOUSLEY WDB 2362 PG 1308 PLAT REF. 145A \ I STAMER WDB 2766 PG 1654 .PLAT REF. 145A 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 water utility lines, and 7 112 feet on each side of as —built sewer utility lines. 2. 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. 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. Located in Flood Zone 'X" (area of minimal flood hazard), according to Flood Insurance Rate Map 47009CO165C, dated September 19, 20OZ . Z Blount County Zoning: Residential (RI & Purpose of replat is to remove all the previous parcel lines on Lot 24-34 creating Lot 24R. 9. 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. 10. The Highway Department has agreed to not take ROW on the Southern side of Porter Circle. The Highway Department will take ROW on all other sides of Porter Circle. FOR PORTER CIRCLE, LLC. RB 2711 PG 1811 PLAT REF. 145A 5' RIGHT OF WAY DEDICATION TO BLOUNT COUNTY PAYNE 13 WM RB 2240 PG 1747 PLAT REF:145A PREDOMINANT DUO, LLC. RB 2752 PG 1420 PLAT REF. 145A gEE� IGgpOE 5� SINCE.1979 I ST'EKLING E N G I N E E R I N G, I N C LAND SURVEYING w CIVIL ENGINEERING CONSULTING �\ Q PORTER CIRCLED PLANNING 1020 WILLIAM BLOUNT DRIVE WILDWOOD R0,4D MARYVILLE, TENNESSEE MULLENDORE STREET y 37802-8401 ram"'- P.O. BOX 4878 m MARYVILLE, TENNESSEE 0 37802-4878 PHONE: 865-984-3905 r�T! FAX: 865-981-2815 LOCATION MAP www.sterlingmsxom . NOT TO SCALE -61WM Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 668254 Rec'd: 15.00 Instrument #: 996985 State: 0.00 WM Clerk: 0.00 Recorded Other: 2.00 11/13/2024 at 12:40 PM Total: 17.00 in Map File FILE Pgs 4684A-4684A Sir'' ..r,;, `• ;.• .: :; . ;: The subdMilion fifes along an amg pabilc County road. The bpra mems related to streets PP have been Installed according to County specifications, and according to the specifications of Blount County ?lanning .Commission`s Subdivision Regulations, except a noted hereon; or • HARMON proparpravlalost tavebeen iortheirbLatallatlotb r WDB218PG 141 �!Z� ' PLAT REF. 145A '' Da� 1 7 L; � OWNER: WILDWOOD BAPTIST CHURCH 4705 PORTER CIRCLE �T MARYVILLE, TN 37804 1 LOT t 1.7 AC. DISTRICT 12, BLOUNT COUNTY WDB 191 PG 181 TAX MAP 29P "D" PARCEL 5.00 0 WATERS PROPERTY SUBDIVISION 0 o PLAT REF. 145A � 50' 25' 0 50, 100' 1 " = 50' SURVEYOR'S CERTIFICATION: I hereby certify that this is a Category I survey, the ratio of precision of the unadjusted survey is. 1: 10,000 or greater as shown hereon, and this survey was done in compliance with current Tennessee Minimum Standards of Practice. //• So. ?� Tennessee R.L.S. # 1929 Date Note: Revised on 1012812024 per conversation with Bill Wilson, the Highway Department has agreed to not take ROW on the Southern side of Porter Circle. The Highway Department will take ROW on all other sides of Porter Circle. •20AER rtij'''•, � -� LAN 0 s O .�AGRICU RE M R EE tNp`0 loll © Copyright 2024 Sterling Engineering, Inc. NI Rights Reserved SHEET DESIGNED: DRAWN: SDC CHECKED: CMR DATE: 8/8/24 SCALE: 1 i t = 50' DRAWING: 8063-FS PROJECT NO: SEI#806.3