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3786B' ��4N '1 POINT OF BEGINNING 42 W POINT OF TERMINATION OF II WIDE JOINT PERMANENT , ro cL cL i -- EASEMENT PER PLAT 2329-8 Q W W- 42 JOINT PERMANENT �rwoS FEFRR� &oN _ WESTWODD DRIVE o `� Q EASEMENT Dom' NILES FERRY RD "3'S4'w 138.48' (50' PUBLIC R/w) SAVANNAH PARK VILLAGE SINCE 1979 "--3 121.48' (ASPHALT PAVEMENT) 'nPIlASE 2 SAVA11T1�iAj3 PARK A=140.02' 1/2 ElR /. �` ..c ..:..: _` _�. — — — _ _ — _ "' N — PLAT REF. 3773 A 874.32' HASE 2 — 5 00' t�� _ _ PLAT REF. 3753 D-106s� o7 S T E R L I tr G S� _ S48'59'36"E 110.15' " a ... 52Q2Q' ..�„_ — 93.15' 1/2 EIR B=SO4'29' '�W E N G I N E E R I N G_, i N C - -- E- SPH6111&T -E)`j--- - — - LAND SURVEYING 27 -�------------- '= s � z m 1 2 NlR --a � CIVIL ENGINEERING lU � i f.. — ,— _ 1 2 NlR t jz Zt ^ 71.15 7L15'' r —q — i — _ ARCHITECTURE ;n w w > " o i I I I.ANU PLANNING. NA7I PARK�.� w W � N F PLAT REF.. _B 4 4.5 0. FUTURE ,_ W N n N o DEVELOPMENT it � 21 p ►� N I w w 4, of 19 ^ % 17 '/0 I 1017 HAMPSHIRE DRIVE S N LE t �--� ° a cn Z °si23 s Z °siii sF' 18 I ' t�l ! I MARYVILLE, TEI\fIdESSEE w I' E 2 - PEAT VI 9 - , 5 �N �'y (rvruRE UN?) (MURE UN/r� !� �vy W� / i 37801-3525 / P.O. BOX 4878 e} q I Cq o N71.15' lR 71.15' q' r i ! ! w MARYVILLE, TENNESSEE �o �t w N `' ` 16�� ! 1/2ErR 37802-4878 � � y��� � � (PER PLAT 2329-8) _ 1 tt ! PHONE:. VOL-984-3905 V� Q / ! 2s FAX: VOL-981-2815 O �PRNATE ASPHALT ROAD) ' `_ - ! / ti { ',, / www.sterling.us.com m 4 5 �.. 5AVANNAH P a I w^ U P — K VILLAGE 6 / N HASE 2 7 11 ,� P T REF. 3531 A SAVAN All PARK 9 10 Z to z w 0 PHASE 2 PLAT R � 2 -B A 2° o� PASA S ANNAH K VILLAGE W �T Fys q E 2 — P T REF. 3392A 12R-1 12R-2 12R-3 4 _y .. — — _ y SAVAN PARK LLAGE ! / hh`0, 0X w w _ -- --- ____ ___—_ HASE2 PLAT RE 3358 A EIR- _ N48' 13'33"W 827.77' SANDY SPRINGS RD. S ;� 1/2 ElR PLAT AVANNAH PARK 'I's2or � • REFERENCE. 1473—B ssOs 9�ty 1/2ElR m = � DAVJD LN. LEGEND: WESTWaOD < R. SITE A= ARC LENGTH 5 o R= RADIUS � D= CENTRAL ANGLE (DELTA) B= CHORD BEARING Z SAFAAWAM pees C= CHORD LENGTH 0 Ac. ACRES F -SF SQUARE FEET CERTIFICATION OF APPROVAL OF ROAD NAMES WDB WARRANTY DEED BOOK AND PROPERTY NUMBERS (E-911) LOCATION MAP PG PAGE l hereby certify That (1) the names of existing public roads CENTERLINE 9 P shown on NOT TO SCALE BOUNDARY LINE this subdivision plat are correct, (2) the names of any new roads, O whether public or private, ROAD RIGHT-OF-WAY LINE P P � do not duplicate any .existing names, and (3) the property numbers of the lots shown on this plat are in conformance LOT LINE wit the E-911 System. EASEMENT LINE — — BUILDING SETBACK LINE �y vl CIS=�'X l `7 a9 Phyllis Lee Crisp, Register Blount county Tennessee ROAD CENTERLINE 1 nature Date w Rec #: s45915 EDGE OF ROAD Rea d: 10.00 instrument #: 839192 z State: 0.00 CONCRETE cuRe CERTIFICATION OF STORMWATER UTILITIES V J Clerk: 2.00 Recorded SEWER LINE (EXISTING) Other: 2.00 2/12/2019 at 2:40 PM ! hereby certify that stormwater improvements including al! drainage Total: 17.00 MaP in Map File FILE Pgs 3786B-3786B structures and appurtenances OS shown hereon have .been installed in an OWNER: � "x acceptable manner and according to the specifications of the Maryville . SMITH FUNERAL & CREMATION SERVICES, INC. Z Regional Land Developments Regulations in the Subdivision shown hereon, 1402 TUCKALEECHEE PIKE provided the developer makes proper provisions and pays the required " CITY OF MARYVILLE: fees to the City of Maryville pursuant to the 'Rules, Regulations, Rates MARYVILLE, TN 37803(4 CERTIFICATE OF APPROVAL FOR RECORDING CERTIFICATION OF THE APPROVAL OF UTILIT/ES and Povcies' of t e city of Maryville water Quality Department. RB 2189 PAGE 2070 1 hereby certify that the water and sanitary sewer improvements have been TAX MAP 68-0 GROUP ''A " �� 4 l hereby certify that the subdivision plat shown hereon has ,been found to or will be installed in an acceptable manner and according to the 2 2r�t9 `� comply with the subdivision regulations for the Maryville Planning Region, with specifications of the Maryville Regional Land Developments Regulations in the Stormwa er City ngineer `��� �pWER the exception of such variances, if any, as ted in the minutes of the Subdivision shown hereon, provided the developer makes A PART OF PARCEL 28.00 O D''• p proper provisions and Date 5 LAN' Planning Commission, and That 'it ee approved by that body for pays the required fees to the City of Maryville pursuant to the 'Rules, 2 LOT = 0.236 AC. (10246 SF) �:��` recording in the office of Count CIVIL DISTRICT 19 Z A� 9 y gister: Regulations; Rates. and Policies', of the City of Maryville Water Quality � � U.` �•� _ Department. :�AGRI RE �. sec% BLOUNT COUNTY, TN = :W o; SURVEYORS NOTES: �`� �! �Iry�,Pladnning Co ss/ Date T��" I � - neer Manager Date .. %' O~=�'-C ' Water Quality Control Department 1. 112 new iron rods will be set at all internal lot corners. Corners CLIENT.' M , 0 CERTIFICATION OF OWNERSHIP AND DEDICATION falling near or within building lines are unmonumented points. E .''•••.d.�, `.•• LIZABETH DA V/S l (we) hereby certify that I am (we are) the owners) of the property shown CERTIFICATION OF THE APPROVAL OF UTILITIES 2. Drainage and utility easements shall be 5 feet on each side of all 1771 W. BROADWAY AVE. and described hereon and that l (we) hereby adopt this plan of subdivision l hereby certify that the. electrical improvements have been 'or will be interior lot lines and 10 feet on the inside of all exterior lot lines with my (our) free consent, establish the minimum building restriction lines, installed in an acceptable manner and according to the specifications of the and street rights of way, except under buildings. There shall also be MARYVILLE, TN 37801 00cp ri ht Reserved Sterling Engineering, Inc. Maryville Regional easements 5 feet on each side of all as -built water utility lines, and 865-806-0299 ai �y�e Reserved and dedicate all rights of way, streets, alleys, walks, easements, parks, and O' ' 9� nal Land Developments Regulations in the Subdivision shown other open spaces to public or private use as noted hereon; provided the developer makes proper provisions and pays the required 7 112 feet on each side of as -built sewer utility lines, except under fees to the City of Maryville pursuant to the Rules and regulations of the buildings. SHEET city pert fining to extension of electrical service. J. Building setback shall. be 25 feet from Westwood Drive and 20 feet 50' 25' 0 50' 100' Owner Smith. Funeral & Cremation - Don Gibson / _ Dote from the peripheral boundary line. FS L Z� 4. No Instruments of Record reflecting easements, rights of way, 1 " 50' Man ger, Electrica Department Date and/or ownership were furnished to the Surveyor, except as shown CERTIFICATION OF THE APPROVAL OF STREETS CERTIFICATE OF ACCURACY hereon. The surveyor has made no attempt to access the public DESIGNED: CMR records for any easements. Subject to any easements, regulations or l hereby certify that this is a Category survey, the ratio' of l hereby c rtify that the streets and other improvements I hereby certify that the plan shown and described hereon is a true and restrictions in effect at the time of this survey. No title opinion is Precision a the unadjusted survey is 1: s DRAWN: SDC /v P/tiv4ftr <fngr� correct survey to the accuracy required b the Maryville Regional Planning y�L9.802 as shown hereon, hove been y Y 9 e r}' 9 9 expressed or implied. and this survey was done in compliance with current Tennessee Minimum CHECKED: C1ViR installed In an acceptable manner and according to the specifications of Commission and that the monuments have been placed as shown hereon to 5. See preliminary plat approved on June 21, 2004 for location of Standards of Practice. the Maryville Regional Subdivision Regulations in the subdivision shown the specifications of the Maryville Regional Subdivision Regulations. designated common areas. Al! areas shown hereon under joint DATE: 01-17-19 hereon. _ �•4• r*7 permanent easements or utility easements are common areas except ` Registered Land Surveyor Date. where the easement falls within the boundary of platted lots. ` ` li SCALE: 1 50' Tennessee R.L.S. 1929 Dote DRAWING: Maryville City ngineer Date 3841-D19+S PROJECT NO: SE1#3841-D 19 3g b3 7