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4136BCITY OF RYVILLE, TENNESSEE MAW. LAMAR ALEXANDER PKWY o CERTIFICATE . OF APPROVAL FOR RECORDING _ l hereby certify that the subdivision plot shown hereon has been found to comply with the subdivision regulations of the. City of Maryville, with the exception of such variances, if any, as noted in the ? 8%trGEiYAY DR minutes of the plan/ mmission and that it has been approved by that body for recording in the 3� j office of the Co r.----------... � � SITE �. ecre ary, nrng omsrssron CERTIFICATION OF OWNERSHIP AND DEDICATION l (we) hereby certify that I am (we are) the owner(s) of the property shown and described hereon and / that l (we) hereby adopt this plan of subdivision with my (our) free consent, establish the . minimum building restriction Anes, and dedicate streets, alleys, parks, and other: open spaces to public or. private use as not / LOCATION "MAP d< p 2 Nor ro SC4LE e wine eve opmen e WEST LAMAR ALEXANDER PARKWAY CERTIFICATION OF STORMWATER UTILITIES - (U.S HIGHWAY 321)" 'I hereby certify that stormwater improvements including all drainage structures and appurtenances as (RAW WIDTH VARIES) — shown hereon have been installed in an. acceptable manner and according to the specifications of the Maryville Planning Commission S bdiv/s/on Regulations, Zoning and Land Use Ordinance and Public Works Standards and o er do ad documents. orswa er gin er r ngrneer a e CERTIFICATION OF THE APPROVAL OF WATER UTILITIES 0 S69°44'16"E l hereby certify that `the wafer improvements have been or will be installed in an acceptable manner % I and according to the specifications of the Maryville Subdivision Regulations in the subdivision shown 108.91 ' S69 °44' 16 "E. hereon, provided the developer makes proper provisions and pays the required fees to the City of - Maryville pun3uant' to the Rules, Regulations, Rates and ,Policies' of the City of Maryville Water Quality �Q 151 64' / / LEGEND: Department , Q�Mdnagr ,„�EIR EXISTING IRONROD N43 3541 E POINT �. 112EIRNIR NEWIRON ROD ng- Water uall on ro epa Date 59.71 ' A= ARC LENGTH 30' JO/ PERMANENT EASEMENT \te, / R= RADIUS CERTIFICATION OF THE APPROVAL OF WATER AND SANITARY N48'00'23"E , ! — — _ �[ __ _ — — — ��� o= CENTRAL ANGLE (DELTA) l`�!y m / B= CHORD BEARING SEWER UTILITIES 61.73 Z 1 Q JOG / C= CHORD LENGTH I hereby certify that the wafer and sonitgry sewer improvements have been or will be installed in an • • rr r ,� m L 2� �i� Q N42 44 32 E ?� �, D A �e Ott, o �� Ac. ACRES acceptable sooner ere .according to the developer mak of the Maryville SubdivisionRegulationsin the 84.46 d ti� �� '+C O 0 4 0� subdivision shown hereon, provided the developer makes proper provisions and pays the required fees .4,f w� j� �i / SF SQUARE FEET to the City of Maryville pursuant to the Rules, Regulations, Rates and Policies' of the'City of Maryville. P "�Y ^ 3 8 WDB WARRANTY DEED BOOK. wgfe warty Deport nt P�'ATT WILL BK 7 PG 174 o e�,�o so y� 4L�`� PG PAGE N N sc?egc c �s / s;}� �i> BK BOOK ngrneer anoger a er uo r on ro epa en a e _ _ �! Z �/ / ���� R/'W RIGHT-OF-WAY CERTIFICATION OF THE APPROVAL OF ELECTRIC UTILITIES %'' ° ) ry'��� I I ems, A� � CENTERLINE I hereby certify that the electrical improvements have been or will be installed in an acceptable i / 2 —1 112'Ei , I / \ ! {� PP POWER POLE (PP) manner and according to the speoifications,' of the Maryville Subdivision Regulations in the subdivision MIN. 796 80 • N57°54' " / �\ BOUNDARY LINE shown hereon, provided the developer makes proper provisions and pays the required fees to the city AL ---- j� ROAD RIGHT-OF-WAY .LINE of Maryville pursuant to the rules and regulations of the city pertaining to extension of electrical C0,4-aEAIA E - o s service. - 13. 39 / -�' - • - - - - - • - • - • - - - PREVIOUS LOT LINE C" IL Z j WA ` z-n LOT- 11.� 'r / - - - - - - - EASEMENT LINE pgr er anoger, aryvr a ec nc _ epa men a ---- yA &AR pL ` �'— RB 2094 PG�6 - BUILDING SETBACK LINE CDA ROAD " CENTERLINE N44'45'04 " E / �zo . R.�EF. 1698 Q E - ELECTRIC LINE (OVERHEAD) CERTIFICATE OF ACCURACY E TVA TVA POWER LINE 216.45'—�-. � r�oy Via„ � �. . I hereby certify that the plan shown and described hereon is a true and correct survey to the LAKEIRIVERICREEK LINE accuracy required by the Maryville: Planning Commission and that the monuments have been placed as shown eroon the spec/fcations of the Maryville Subdivision Regulations. " -- _ _ POINT �0 _ egrs ere an urveyor �•/o. 2.l o WA R/�qV� \ ��r0 ���j OLUNT 6 CERTIFICATION OF THE APPROVAL OF STREETS EER - 6"�- =\ 0 VV ', T,q t heroby certify that the streets and other improvements have been installed in an acceptable manner -_ `' and according to the speciBcaflons of the Maryville Subdivision Regulations and Public Works Standards in the subdivsion Maryville r �-` CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY N51053'06"W E \\ NUMBERS (E-911,� 82.99 A= f 00.00' l hereby certify that (1) the names of existing public roads shown on this plat are correct (2) the � R=1231. �4 names of any new roads, do not duplicate any existing names and said names are approved, and (3) the property numbers of the lots are shown in .conformance with the E-911 System. 0=4°39'15" \�\ ��i �.. -c. B=N49°33'28"W \�`so\ � ,• srgn�ur `---T-- i� ram—' d Date C=99.97' ��J O Phyllis Blount LCounty ee sTennesseee Rea #: 598287 Rec'd: 15.00 Instrument #: 907261 State: 0.00 SURVEYOR'S' NOTES: Clerk: 0.00 Recorded Other: 2.00 5/17/2021 at 9:15 AM Total: 17.00 in 1. All lot corners are 112"" existing iron rods unless otherwise marked. Map File FILE Pgs 4136B-4136B 2. Drainage and 'utility easements shall be 5 feet on each side of all interior 15 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 OWNERS OF RECORD: utility lines. SR DEVELOPMENT AL REDWINE) Front Building setback stioll be 40 feet from Bridgeway Drive, 40 feet J. 1208 HITCH ROAD from Big Springs. Road and 50 feet along W. Lamar Alexander Pkwy., unless MARYVILLE, TN 37804 otherwise noted in restrictions. All other Setbacks shall be in accordance with MARY LLE, T 85 the Zoning Ordinances., W -it. Located /n Flood Zones X and AE (EL 870.8) according to Flood Insurance Rate DB 692 PG 506 TAX MAP 57 PARCEL 9.01—LOT 2R-1 Map 47009COI 19C, Community Number 475439 dated September 19, 2007 and revised per Letter of Map Revision Floodway Determination Document DISTRICT 19, BLOUNT COUNTY (Removal) dated April 2, 2013, Case No.: 13-04-2757A. PREVIOUS PLAT REF.: 2098A & 3109B 5.-No Instruments of Record reflecting easements, rights of way, and/or ownership were furnished to the Surveyor, . except as shown hereon. The 100' 50' 0 1 DD' 200' Surveyor has made no attempt to access the public records for any easements. Subject to any easements, regulations or restrictions in effect at the 1 " _ 100' time of this survey. No title opinion is expressed or implied. 6. The Surveyor has made no attempt to locate underground utilities underground foundations, underground .encroachments or underground / hereby certify that this is Category _Z_ survey, and the ratio of improvements, except as shown hereon. Actual location of all underground precision of the unadjusted survey. is 1: _1&000 or greater as shown hereon, and this survey was done in utilities should be verified through Tennessee 1 Call (1-800-351-1111) or ' compliance with current Tennessee Minimum Standards of Practice. the utility provider prior to any excavation or construction. Z The purpose of this replat is to revise the building setbacks off of West Lamar Alexander Pkwy from 60 feet to 50 feet, to match the Zoning requirements. Tennessee R.L.S. 1929 Date .........__._._ SINCE 1979 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: VOL-984-3905 FAX: VOL-981-2815 www.sterling.us.com • n a Mai W N O z w �1 0] O W VJ •gip LANp • �Q11-119 s i ,OAGRIC- •W o ��cJ SSEE•INO������ ©copyyringght 2013 Sterling Engineering, Inc. NI Rights Reserved SHEET F DESIGNED: DRAWN: KAS CHECKED: CMR DATE: 4/21/21 SCALE: 1 t1 = 100' DRAWING: 4220W-FS PROJECT NO: SEI#422OW