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3913B11 'v F� Phyllis Lee Crisp, Register Blount County Tennessee 562729 Rec'd: 15.00 Instrument #: 861622 State: 0.00 Q� Clerk: 0.00 Recorded other: 2.00 12/6/2019 at 12:30 PM UQ O�j`cc Total: 17.00 in �}� � Map File FILE Pgs 3913B-3913B `" U. o` 9`0 �3i INAH CITY OF MARYVILLE TENNESSEE �� �o Mc�RG�E � \ o z 10 • CERTIFICATE OF APPROVAL FOR RECORDING ROYAL OAKS DR. OYAL O l hereby certify that the subdivisionplot own hereon has been found to comply with the subdivision z ��N{ regulations- of the City of Maryvi �fh exception of such variances, if any, as noted in the �\ minutes of the Planning mission,' a that if has been appro d by that body for recording In the SITE -- WAY offlice of the Co un egister. SlT EGE ps WAY /\C9 `�•/" O Y l T RRE PINES S/D acre ary, annmgComm CERTIFICATION OF OWNERSHIP -A ND DEDICATION REMAINING "LANDS , OF l (we) hereby certify that / am "(we 'am) the'owner(s) of. the property shown and described hereon .and LOCATION MAP that 1 (we) "hereby adopt this plan of subdivision with . my" (our) "free consent, establish the minimum FOOTHILLS GOLF, LLC. NOT TO SCALE " building restriction lines, " and dedicate all "rights of way, streets, alleys,' walks, easements, parks, and RB 2510 PG 2993 _ other open spaces -to " ubik or private use as noted. " ....(GREATER THAN 5 At::) nA wne Elizabeth aws Date AREA; TO BE ADDED" 612 SF owns". wi rice Date '. LG Ile / 1/2„ NIR- S78' 19'07"E 112„ NIR orize op en a lveFoothills Golf, c. vote 3r7' D 00' " DRAINAGE 51. EASEMENT CERTIFICATION OF STORMWATER UTILITIES N a o z N N e w. N78'19 07 W 51.00 a 1 hereby certify that stormwater improvements including all "drainage _structures and appurtenances as, m •o �- _ . ------------- shown . hereon have been Installed in an acceptable manner and according .to the specifications of the Maryville. Planning Commission, Subdivision Regulations, "Zoning and Land Use Ordinance and Public PREV/OUS LOT LINE Works Standards a d other ,dopted documents. TO — BE REMOVED — I.I 214 9 ormwa er . ngm _ r . i gineer a e CERTIFICATION OF THE APPROVAL OF WATER AND SANITARY SEWER UTILITIES 5' BUILDING 5' BUILDING be Installed in an SETBACK SETBACK I hereby certify that the water. and sanitary sewer Improvements have been or will ' acceptable " manner and according, to the specifications of the Maryville Subdivision Regulations in the subdivision shown hereon, . Provided the developer makes proper provisions and pays the required fees rr Tl to the City of Maryville pursuant" to the Rules, "Regulations, Rates and Policies' of the City of Maryville .LEGEND: Water. Quality pep ment. EIR EXISTING IRON OD R 117 wh O I I 3 NIR NEW IRON ROD n meer a er 'D Control Department Date e g - e9 A 8R p .� �% Ac. ACRES CERTIFICATION OF THE APPROVAL OF 'SANITARY SEWER —PRIVATE 5814 SF O SF SQUARE FEET COLLECTION SYSTEM 2 0.133 Ac. I :� WDB WARRANTY DEED BOOK (OVERALL) MRB MISC. RECORD BOOK hereby certify that the sanitary ,eewer collection system improvements have been or will be installed in on.acceptable manner and according to the approved specifications of the Royal Oaks Property PG" PAGE Owners Assoc. in the Subdivision shown hereon provided the de✓ toper makes proper provisions and — — pays an and all require fP,fs to th Royoi.Oaks Property Ow ers Assoc. pursuant to the rules, R/W RIGHT OF WAY u/ n and polic' o " t e asso i tion. " CENTERLINE . � � NTERLINE BOUNDARY LINE i! %� . ROAD RIGHT--OF-WAY LINE a a s "ropey tY ers sso t ewer - - - • - • - • - - PARCEL LINE LOCATION,OF THE APPROVAL OF ELECTRIC UTILITIES ` — — — — — EASEMENT LINE I hereby "certify that the electrical improvements have been or will be installed in an acceptable - BUILDING. SETBACK LINE Manner and according to the specifications of the Maryville ,Regional Land Developments` Regulations in . ROAD CENTERLINE required — the Subdivision shown hereon, provided the developer makes proper" provisions and pays the q — fees to the City of Maryville pursuant to the Rules and regulations" of the city pertaining to extension TO CL CL INTERSECTION 25' BUILDING TORREEY PINES DR. & . Of BlB _ " co LEGENDS SETBACK SEWER /�� /a 7q EASEMENT 447.7' an ger, ec ca epa. en a 51.00'" 1/2" EIR N78' 19'07"W 1/2" EIR CERTIFICATE OF -ACCURACY + RECORD: 1 hereby certify that the plan . shown and described hereon is o true and correct survey to the 0 KNLj RS OF accuracy required by the Maryville Planning. Commission and that the monuments have been placed as " Tt! D [iE �/ PINES p l�s'DRIVE D p/ I�r shown ereon to the specifications of the Maryville Subdivision Regulations. V!� lC 1- /V tT G - - " 1: ELIZABETH DAVIS & DWIGHT PRICE ®®• �' 0 _ — -� P.O. BOX 4368 egis a an Surveyor a e (30' PRIVATE R/W) MARYVILLE, TN 37802 CERTIFICATION OF THE APPROVAL OF STREETS DISTRICT 19, BLOUNT COUNTY he . that the st and oth improvements have be Installed in an acceptable manner RB,. 2550 PG 1439 rid ac % t��p e ns of " spec cations of the yaI Property owners -TAX MAP 68P "H" PARCEL 8.00 Aeso\ doCL if PREVIOUS PLAT REF. 3813B . oy a rope wnAssoc. a e 2. FOOTHILLS GOLF, LLC. 435 ROYAL OAKS DR MARYVILLE, TN 37801 SURVEYOR'S NOTES: DISTRICT 19, BLOUNT COUNTY 1. Drainage; utility and electric easements `shall be 5 feet on each side of all RB 2510 PG 2993 interior lot lines' and 10 feet on _ the inside of all, exterior lot lines and street rights TAX .MAP 68 PARCEL 42.24 of way There shall also be easements 5 feet ,on each side of all as -built. water utility lines, and 7 1/2 feet on each` side of as -built sewer utility lines. Front Building setback shall be 25 feet from all street. rights -of -way and joint CERTIFICATION OF THE APPROVAL OF STREETS 2. g 201 10' 0 20' 4t?'. permanent easements, unless otherwise noted in restrictions: Side setbacks may be l hereby certify that the streets and other improvements have been installed in gnacceptab/e manner p� and according to the specifications of the Maryville "subdivision Regulations and Public Works Standards 5 in accordance with :the provisions Of an integrally designed subdivision as in the subdivision shown ereon. Nld pt21VAM S-rnG7�13 » s approved by the Maryville .Planning Commission on February 18, 2019. All other 1 20". . Setbacks shall be in accordance with the Zoning Ordinances. Maryville Engine- e J. No Instruments of Record reflecting easements, rights of way,°and/or ownership were fumished to the Surveyor,, except as shown hereon. The Surveyor has made no CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY SURVEYOR'S CERTIFICATION: attempt to access the public records . for any easements. Subject to any easements, NUMBERS (E-911) regulations or restrictions in effect at the time of this survey. No title opinion is i hereby certify that (1) the names of existing public roads shown on this subdivision plat are correct, co o I hereby certify that this is a Category -L survey, the ratio of expressed or implied. (2) the names of any new roads, whether public or private, do not duplicate any existing names, and 1 �p (3) a property numbers of the lots shown on this. prat are in conformance with the E-911 System.. 0) precision of the unadjusted survey is 1:. 13B4O00 . or greater as. shown hereon, 4. Located in Flood Zone 'X" (areas determined to be outside the flood hazard a and this survey was done in compliance with current Tennessee Minimum area), according to Flood Insurance Rate Map 47009CO232C, Community Number. "� Standards of Practice. 470356, dated September 19, 2007. ,yn ure - e 5. Torrey Pines Drive is a private road and not. to, be maintained by the City of Maryville. R.L.S. Tennessee R.L S 1929 Date 3C(,3 STERLING -E N. G 1"N' E E R. 1'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: 865-984-3905 FAX: 865-981-2815 www.sterling.us.com 0 M 1� w O M�U (J) W o (J) Q VJ H Z Q Z ON" W 1n1 W a 0 O o w N AER ?� t,rr�r�i, P . ��• �cj �p•�ANp'SGO� .� AGRICU U �. ME ,,IFS .•• � , ���. ©cope t 2019 Starting Engineering, Inc. All Rights. Reserved SHEET FS DESIGNED: DRAWN: CEG CHECKED: CMR DATE: 10/1/19 SCALE: V = 20' DRAWING:. 2554-TP8-FS PROJECT NO: SEI#2554-TP8 .0