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4678ATOTAL AREA 30.71 Acres (INCLUDES) OPEN SPACE LOTS: 18.31 Acres ROADS: 2.25 Acres TOTAL LOTS=98 TOTAL BUILDING LOTS:95 00 1. IRON PINS SET AT ALL CORNERS, BY THIS SURVEY, UNLESS OTHERWISE NOTED. ALL NEW PROPERTY MONUMENTS ARE 1 /2" x 18" REBAR IRON PINS WITH PLASTIC CAP STAMPED "LYNCH 2447". 2. CLT TAX MAP 047G GROUP "D" PARCEL 002.00. 3. DEED REFERENCES - 2713/2338 4. THIS PROPERTY IS ZONED RESIDENTIAL SETBACKS: FRONT: 25' SIDE: 10'/0' REAR: 20' 5. THIS PROPERTY DOES NOT LIE WITHIN A 100/500 YEAR FLOOD ZONE PER FIRM FLOOD INSURANCE RATE MAP NUMBER: 47009CO139C EFFECTIVE DATE: SEPTEMBER 19, 2007. 6. ALL UNDERGROUND UTILITIES ARE REFERENCED TO UTILITY COMPANIES MAPS AND ARE TO BE CONSIDERED APPROXIMATE. 7. NORTH ROTATION: NAD83(NSRS2007) 8. THE REQUIRED UTILITY AND DRAINAGE EASEMENT SHALL BE TEN (10) FEET IN WIDTH INSIDE ALL EXTERIOR LOT LINES ADJOINING STREETS AND PRIVATE RIGHTS -OF -WAY (INCLUDING JOINT PERMANENT EASEMENTS). EASEMENTS OF FIVE (5) FEET IN WIDTH SHALL BE PROVIDED ALONG BOTH SIDES OF ALL INTERIOR LOT LINES AND ON THE INSIDE OF ALL OTHER EXTERIOR LOT LINES. THESE EASEMENTS ARE NOT REQUIRED ALONG SPECIFIC LOT LINES FOR PROPERTY THAT IS ZONED TO ALLOW LESS THAN A FIVE (5) FOOT BUILDING SETBACK AND SHALL BE CLEARLY NOTED ON THE FINAL PLAT. 9. 15' PERMANENT UTILITY EASEMENT 7.5' ON EACH SIDE OF ALL WATER AND SANITARY SEWER LINES AS INSTALLED. 10. 20' PERMANENT DRAINAGE EASEMENT 10' ON EACH SIDE OF ALL STORMWATER PIPES AND DESIGNED DITCHES UNLESS OTHERWISE SHOWN. 11 A PROPERTY OWNERS ASSOCIATION WITH DUTIES TO MAINTAIN AND REPAIR COMMON AREAS INCLUDING BUT NOT LIMITED TO DRAINAGE OR DETENTION FACILITIES FOR STORM WATER WILL BE PROVIDED FOR IN RESTRICTIVE COVENANTS RECORDED BY THE DEVELOPER FOR THIS PROPERTY. A COPY OF SUCH RESTRICTIVE COVENANTS SHALL BE APPROVED IN ADVANCE BY THE CITY. THE RESTRICTIVE COVENANTS AS APPROVED SHALL BE RECORDED IN THE BLOUNT COUNTY REGISTER OF DEEDS OFFICE AND A COPY THEREOF WITH RECORDING INFORMATION SHALL BE PROVIDED TO THE CITY PLANNING OFFICE WITHIN FIVE (5) DAYS OF THE RECORDATION OF THE PLAT BY THE DEVELOPER. SUCH RESTRICTIONS SHALL NOT BE AMENDED AS RELATE TO THE DETENTION FACILITY WITHOUT THE WRITTEN APPROVAL OF THE CITY PLANNING OFFICE. GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. Certificate of Approval forRecordm I hereby certify that the subdivision plat shown hereon has been found to comply with the subdivision regulations of the City of Maryville, with the exception of such variances. If any, are noted in the minutes of the planning commission, and that it has been approved by that body of recording in the offices of the county register. ,P 2" 2 y 4 S;�7 Date Secretary, Pla ning Commission Certificate ofApproval of Streets: I hereby certify that the streets and other improvements have been installed in an acceptable manner and according to the specification of the Maryville Subdivision Regulations and Public Works Standards in the subdivision shown hereon. Date Maryville City Engineer BEFORE YOU' DIG STOP CALL 1-800-351-1111 TENNESSEE ONE CALL IT'S THE LAW Certificate of Approval of Utilities: i hereby certify that electrical improvements have been or will be installed in an 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 to the City of Maryville pursuant to the rules and regulations of the city pertaining to extensions of the electrical system. Date Engineer/Monager,Maryville/Alcoa Electric Department Certificate of ApXoval ofRoad Names and Property Numbers (E7911): I hereby certify that (1) the names of existing public roads shown on this plat are correct, (2) the 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. Date E-911 Authority egS CPS SURVEY NOTE: ALL BOUNDARY MONUMENTS AND SURVEY CONTROL WAS PERFORMED USING GPS RECEIVER: TOPCON HIPER SR NETWORK ROVER, DUAL FREQUENCY WAS USED (L1,L2) CPS SURVEY PERFORMED WAS NETWORK ADJUSTED REAL TIME KINEMATICS BASED ON TDOT GNSS NETWORK NAD83(NSRS2007) VERTICAL DATUM IS NAVD88, GEOID09. PRECISION OF THE CPS WORK RPA: 4 CM PLUS 50 PARTS PER MILLION (BASED ON THE DIRECT DISTANCE BETWEEN THE TWO CORNERS BEING TESTED). DISTANCES HAVE NOT BEEN REDUCED TO GRID. L_YN C H a U RV EYS L L C SUBDIVISIONS I AS-BUILTS I SITE DESIGN 4405 COSTER RD. KNOXVILLE, TENN. 37912 865-584-2630 FAX: 865-584-2801 WWW.LYNCHSURVEY.COM Certificate ofAnproval of Utilities: I hereby certify that water and sanitary sewer improvements have been or will be installed in an 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 to the City of Maryville pursuant to the `Rules, Regulations, Rates and Policies -of the City of Maryville Water and Sewer Department. Date Engineer/Manager Water and Sewer Department Cernflation of Stormwaterfacilides: I hereby certify that stormwater improvements including all drainage structures and appurtenances as 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 Works Standards and other adopted documents. Date Stormwater Engineer/City Engineer CURVE TABLE CURVE BEARING CHORD RADIUS LENGTH C76 S6535'16"E 29.76 225.00 29.78 C77 S4126'03"E 26.87 150.00 26.91 C78 S50 28'17"E 20.39 150.00 20.41 C79 S58 04'58 "E 19.43 150.00 19.44 C80 S63'13'27"E 12.46 250.00 12.46 C81 S66 57'15"E 20.08 250.00 20.09 C82 S69 *19'04 "E 0.54 250.00 0.54 C83 S63 30'45 "E 11.98 200.00 11.98 C84 S67"18'14 "E 14.48 1 200.00 14.49 C85 S76 07'14 "E 17.61 1 75.00 17.65 C86 N85 26'40 "E 30.40 75.00 30.61 C87 S82 `12'05 "W 14.70 50.00 14.75 C88 N77 21 '46 "W 20.77 50.00 20.92 C89 N55 "12'02"W 17.67 50.00 17.76 C90 N34 4257"W 17.89 50.00 17.99 C91 N17'4448"W 11.60 50.00 11.63 C92 N04 41 '35 "E 27.19 50.00 27.54 C93 NJ14842 "E 19.66 50.00 19.79 C94 N54 41 '19 "E 20.00 50.00 20.14 C95 N82.14'35 "E 2759 50.00 2796 C96 S664428"E 25.88 50.00 26.18 C97 S42 07'33"E 16.71 50.00 16.78 C98 N454743"W 34.47 75.00 34.78 C99 N64 "13'49 "W 13.46 75.00 13.48 DRAWN BY__R. LYNCH L/ ^ Q CHECKED BY: R. LYNCH �� APPROVED BY: R.S.L. SCALE: 1 "=50' DATE: 04 /18 /2024 NOTE: NO TITLE REPORT WAS FURNISHED TO THIS SURVEYOR AND OTHER EASEMENTS AND/OR EXCEPTIONS NOT APPARENT IN THE FIELD MAY OR MAY NOT EXIST AND MAY BE REVEALED BY A TITLE SEARCH BY A TITLE ATTORNEY. REVISIONS 1 07/18/2024 ADDED WALL EASE 2 09/30/2024 COM COMMENTS 3 10/03/2024 COM COMMENTS 10/04/2024 4 10/04/2024 COM COM COMMENTS 5 10/17/2024 REV. WALL EASE. Certificate 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 0/1 streets, alleys, parks and other open spaces to public or private use as noted. Date Owner Owner DETENTION BASIN \ �pP• �P/ WATER QUALITY \ o EASEMENT I \ ' �►.:�� . ti er Z 0 ti H � � s � \ HALL LOT 2R-1 _�� ` ' ' - • . _ 20. \ / ` FINAL PLAT LOT 2R HARMON PROPERTY 10' ACC "' oPLAT 2120E _WALKING TRAIL EASEMENT _1 --Z FgSFA! 104y49 �'. \ 3 S61.46'11-E 'L j2p 1� y5 27.06 20.00 20.00 37.43 Z ' Sg62h q�.25 ,., ! 1 OF WALE AS CONSTRUCTED CENTERLINE m S67%17'46"E \ 24 23 0 �'� 22 3 O25 W ^7w �^ �N00 w7 O ^ '0 20.00' 27 26 tf N�� N coo 0 CO 28 ��, Z Z �j 4,302 Sq Ft w Da 0.10 Ac. +cam � 10f i n 1? Z 5,040 Sq Ft u' � /) ! a I00 w Im N`� z 0.12 Ac. a `� p.F 7 SYMBOL LEGEND FOUND MONUMENTATION C)l WITH SIZE & TYPE SET MONUMENTATION O SEE NOTE 1 SANITARY SEWER EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT PERMANENT REFERENCE MARKER ° 0 'MAG' NAIL w/DISK OR RR SPIKE SYMBOL LEGEND SANITARY SEWER EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT ZERO (0) SETBACK LINE SURVEY FOR: Turner Homes 11543 Kingston Pike Knoxville, Tennessee 37934 (865) 777-1700 \ o• IN. \ SFwFn, \ \ FgSM '\ LA\\ FFiyT \ Certificate ofAccuracv. 10 I hereby certify that the plan shown and described hereon is a true and correct survey to the accuracy required by the Maryville Planning Commission and that the monuments have been placed as shown hereon to the specifications of the Maryville Subdivision Regulations. Registered Land Surveyor Certification of Class and Accuracy of Survey Phyllis Lee Crisp, Register Blount County Tennessee I HEREBY CERTIFY THAT THIS IS A CATEGORY IV SURVEY IN Rec #: 66735215 ACCORDANCE WITH THE TENNESSEE STANDARDS OF PRACTICE. Rec'd: .00 Instrument #: 995791 State: 0.00 Clerk: Other: 0.00 2.00 Recorded 10/25/2024 at 11:10 AM LYNCH SURVEYS, LLC Total: 17.00 Map in File FILE Pgs 467SA-4678A RYAN S. LYNCH DATE TENNESSEE CERTIFICATE NO. 2447 FINAL PLAT OF: BENNETT VILLAGE City of Maryville, Tennessee District 9, Blount County, Tennessee '9yy P�Q- A 3� Royo� CF SITE NO SCALE °'( `0'lez-, �p P G 1�e -- %F '•. COMMERCE � �",�ISSE'E* N PROJECT NO. 4630 SHEET NO. 3 of 3