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4169Bt CERTIFICAeeown IP DEDICATION I (we) hereby certify that I am (or s) of the prop sho n and described hereon and that I (we) hereby aof subdivison I hmy(ou)free consent, stablish the minimum bu8ding , and d to all stree alleys, walks, parks, a d othe open space to pe ; 0 . -j Dater er �A - �/lT_�T�✓ Owner CERTIFICATE OF APPROVAL OF SANITARY SEWER I hereby certify that the sanitary sewer improvements have been installed in an acceptable manner and in compliance with all local, state and federal regulations, or provisions have been made for the installations, in the subdivision shown hereon. In the event sanitary sewer is not available, approval by the Blount County Department of Environmental Health is required as to be indicated by 1sep2a3ate certificate. /ikn � Date Local Approving Agent Utility ProvicTer CERTIFICATE OF APPROVAL OF WATER I hereby certify that water improvements have been installed in an acceptable manner and in compliance with all local, state and federal regulations, or provisions have been made for the installations, in the subdivision shown hereon. 7-Z3'4 Date Local U . ities App o 'ng Agent Utility Pr 'de CERTIFICATE OF STORMWATER MAINTENANCE CONTROL MEASURES I (we) hereby certify that I (we) as the owners)/developer(s) acknowledge that the stormwater facilities have been i ed in compliance with all local, state and federal regulations, or provisions ho been made fo ' stallations, in the subdivision shown hereon d that a noted st at"I co trot measures shall be privately maintc and ited by th property o ner, property owners association, or oth en ' entifiied on this t. Date Owner/Developer Date Owner/Developer CERTIFICATE OF APPROVAL OF STORMWATER I hereby certify that stormwater improvements, including all drainage structures and appurtenances, have been installed in an acceptable manner and in compliance with all local, state and federal regulations, or provisions have been made for the installations, ' the subdivision hown hereo . Elate ity Alcoa Allproving Agent, PitiliceWorks and Engineering CERTIFICATE OF APPROVAL OF ELECTRIC I hereby certify that electric improvements have been installed in an acceptable manner and in compliance with all local, state and federal regulations, or provisions have been made for the installations, in the subdivision shown hereon. /� '„ r 7- I N -21 / L✓ Date City of Alcoa Approving Ageal, Electric CERTIFICATE OF APPROVAL OF STREET NAMES 1 hereby certify that (1) the names of existing public roads shown on this subdivision plat in the subdivision shown hereon are correct, (2) the names of any new road, whether public or private, do not duplicate any existing names and said names are approved, and (3) the property numbers of the lots shown on this plat are in conformance with E-I'll ystem. 7/6/2021 .A(2 Date E-911 Autvdrity CERTIFICATE OF APPROVAL OF STREETS I hereby certify that street improvements have been installed in an acceptable manner and in compliance with all local, state and federal regulations, or provisions have been made for the installations, in the subdi 'sion shown hereon. - Date City cVAIcoo Approving Agent, Public Works and Engineering OR County Road Commissioner CERTIFICATE OF APPROVAL FO R RECORDING I hereby certify that the subdivision plat shown here has been found to comply with the Subdivision Regulations for Alcoa, Tennessee, with the exception of such variances, if any, as are ted in the minutes of the Alcoa Municipal/Regional Planning Coommission and that it has been appr ved for recording in th ice o e Blount County Regist o eds. -- t / - cretary, Plann-ing"CorgWission MAG NAIL N 529117.77 E 2565456.77 Z 875.46 E \ S� �� j Ll�l� 50 pUBL\C R w. - N88 56 11 E� a CH=183.77 cRo�P� / L=187.37 \ T=97.49 SYMBOL LEGEND 0 IRON PIN (SIZE&TYPE) p CONC. MONUMENT QS SANITARY MANHOLE LIGHT POLE M GAS VALVE SIGN (TYP.) © GAS MARKER ® AREA DRAIN ® ELEC MARKER 0 CATCH BASIN LINE LEGEND STORM LINE G GAS LINE SA SEWER LINE T FIBER OPTIC TELE OE POWER/TELE. LINE UE UNDERGROUND POWER JOINT PERMANENT 10' PARKING BUFFER___ ACCESS i N JOINT EASEMENT PERMANE 4676 SF / �� ` ACCESS EASEMENT BOX 12R2 T 876.05 REPLAT OF LOT 12 INOT LOT 12RI AND 12R2 3? SEBI`1 - �, ` \ 1:869.28 BLOUNT COUNTY PROPERTY -PARCEL 32 ®� / - o n AREA DRAIN � NOTE 20 0 869.23 CAB 3937A ^O 1:870.51 1cV \ 0 SMH / 00 1.865.84 CATCH BASIN tX / 'T.87465 1:869.13 S-A L9 10.869.13 / $ ` IIIJOINT PERMANENT GO10� ACCESS/WALL/STORM JUNCTION BOX' / EASEMENT 7:873.10 �6�v�0 \ 1 2 R 1 WATER QUALITY 1:865.31 R 4 1 UNIT T:87326 DRAIN N JO70,777 Sq.ft. 5�6S1:867.95 69 vPLO 1:868.07 1.62 acres 0.870.03 �/ c�'C'w o op �� 8� °i HAMILTON CROSSING SHOPPING CENTER E. Qr r $ / PLAT: 31948 �� SNH / / Ag0 �1NG 75.85 kJil- BOND STREET &FUND 11 LLC L•86438 c Oil L0GK B ®8R -, EASELEY EIGHT LLC \ a 8\� TORY 6 S / ��1 + JUNCTION BOX %BOND ST ADVISORS/MICHAEL REYNOLDS / is S Ay� / T:86530 DB 2463 PG 2841 k 1:861.12 / rn 'u• .! ' , o0N • 1.861.05 OT�TS' CATCH B �, 6 ` / S / / �Ql E a X. I I . AREA DR A�1 Ham' � I653.3�3 FNp „� � k T-87478 Si oR0°z a> e� /Sj�o\- / // CB=N47'50'45"E / e)S 1:871.21 R=674.20' L=66.58' M T=33.32' e) 4N TOTAL AREA 1.62 ACRES TOTAL LOTS = 1 OR / N41'14'44"W 8.00' p25� SEE DETAIL "B" �01O / 2 6' ,� P ��o O. 30 2 A T:8RE7A4.s5 DRAIN O / �� ,�lj• l� } / 1:870.01 / / / y1• Gj �5 O o ess.ss / �° S40'02'44"E N � �I _ 8.00, ,O �• SMH P� A5 / 1.863.37 I 35 Pig\e � / // / PERMANENT DRAINAGE DROPS"" I / "W EASEMENT DETAIL "B" T:8 - 9.96 / ✓06 / &944.74 I I / 568�� 4 63 / sa SCALE: 1 "=50' 'A / /VS S14.29'20 W �G 9.21 X / io i GRAPHIC SCALE GPS SURVEY NOTE: 30 0 15 30 60 120 ALL BOUNDARY MONUMENTS AND SURVEY CONTROL WAS PERFORMED USING GPS RECEIVER: TOPCON HIPER SR NETWORK ROVER, DUAL FREQUENCY WAS USED (L1,L2) GPS SURVEY PERFORMED WAS NETWORK ADJUSTED REAL TIME KINEMATICS BASED ON TDOT GNSS NETWORK NAD83(NSRS2007) VERTICAL DATUM IS NAVD88, GEOID09. ( IN FEET) PRECISION OF THE GPS WORK RPA: 4 CM PLUS 50 PARTS PER MILLION (BASED ON THE DIRECT DISTANCE 1 inch = 30 ft. BETWEEN THE TWO CORNERS BEING TESTED). DISTANCES HAVE NOT BEEN REDUCED TO GRID. C H E U E N/ E Y E L E C DRAWN BY: M.STRANGE 1 SUBDIVISIONS I AS -GUILTS I SITE DESIGN Q CHECKED BY: R. LYNCH 2 APPROVED BY: R.S.L. 3 4405 COSTER RD. KNOXVILLE, TENN. 37912 SCALE: 1"=30' 4 B65-584-2630 FAX: 865-584-2801 WWW.LYNCHSURVEY.COM DATE: 06/04/2021 5 6 REVISIONS LINE TABLE LINE BEARING DISTANCE L1 N655545"E 8.89 L2 N45 28'33"W 101.56 L3 S44 3127"W 22.23 L4 N45 28'33"W 20.00 L5 N4431'27 E 22.23 L6 N4528'33"W 11.49 L7 N45'01'15"E 30.00 L8 S4528'33"E 144.55 L9 N65 55'45E 8.89 L 10 N65 5545"E 32.22 SURVEY FOR: SURVEY FOR: David Baker 3011 Armory Drive Suite 120 Nashville, Tennessee 3'7204 Phone: (615) 627-3963 Z s F !OG/s� a 9 r- N O SITE y9ti 9�0 �y sF o31 JaGo� �o I LOCATION MAP NO SCALE 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. 1. IRON PINS SET AT ALL CORNERS, BY THIS SURVEY, UNLESS OTHERWISE NOTED. 2. CLT TAX MAP 46K "A" PARCEL 32.06 3. DEED REFERENCE - PARCEL 32 - D.B. 2190 PG 2036 PLAT REFERENCE: 3937A 4. TN GRID IS REFERENCED TO A BEARING OF S28'13'09"W FROM CONTINENTAL AERIAL SURVEY DISK No. 108102 AND 108101. 5. PREFERENCE TO CITY OF ALCOA R.O.W PLAN N. CALDERWOOD 33+00 TO END AND T.D.O.T. R.O.W. PLANS PROJ No. F-086-1 (17) BESSEMER UNDERPASS 6. PLANIMETRIC DATA TAKEN FROM CONTINENTAL AERIAL SURVEYS\ 7. 10 FOOT UTILITY, DRAINAGE AND CONSTRUCTION EASEMENTS ON ALL EXTERIOR LOT LINES, AND PUBLIC ROAD R.O.W.'S. 5 FOOT UTILITY, DRAINAGE AND CONSTRUCTION EASEMENTS ON ALL INTERIOR LOT LINES. THERE SHALL BE EASEMENTS PER UTILITY PROVIDER'S SPECIFICATIONS FOR ALL AS -BUILT UTILITIES, UNLESS OTHERWISE NOTED. 8. LOTS SHALL HAVE ACCESS FROM THE INTERIOR ROAD SYSTEM ONLY. LOTS ARE PROHIBITED FROM ACCESS TO ALCOA HIGHWAY (US HWY 129) AND BESSEMER STREET. 9. SUBJECT PROPERTY IS NOT LOCATED WITH A SPECIAL FLOOD HAZARD AREA AS SHOWN ON FLOOD STUDY OF PISTOL CREEK PREPARED BY TVA DATED JUNE 1989. THE DESCRIBED PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON THE FIRM PANEL 47009CO138C, DATED 09/19/2007. 10. 15' UTILITY EASEMENT, 7.5' EACH SIDE OF CENTERLINE OF WATER AND SANITARY SEWER AS INSTALLED. SANITARY SEWER IS GREATER THAN 11 FEET DEEP EASEMENT TO BE 25'IN TOTAL WIDTH 12.5 FEET EACH SIDE OF THE CENTERLINE, IF SEWER IS GREATER THAN 20 FEET DEEP MUST BE ENGINEERED. 11. RECORDED EASEMENT AGREEMENT FOR MAINTENANCE OF COMMON AREA AND DRAINAGE SYSTEMS OF RECORD AT INST. BK 2081, PG. 125 AND AS AMENDED IN D.B. 2249, PG. 1263. ALSO, SEE CROSS ACCESS EASEMENTS IN DECLARATION OF EASEMENTS AND RESTRICTIONS, DATED NOVEMBER 9, 2009, OF RECORD IN RECORD BOOK 2249, PG. 1738 12. ANY IMPROVEMENTS PLACED BY THE OWNER / DEVELOPER WITHIN THE UTILITY AND DRAINAGE, AND CONSTRUCTION EASEMENTS ARE SUBJECT TO POTENTIAL DISTURBANCE INVOLVING SUCH ACTIVITY. THE OWNER / DEVELOPER IS RESPONSIBLE FOR THE REPAIR AND COST OF SUCH DISTURBANCE TO THE IMPROVEMENTS. 13. NOTE REMOVED 14. LOTS SHALL HAVE ACCESS, INGRESS AND EGRESS ACROSS EACH OTHER. (I.E. LOT 10, 11, 12R1 AND 12R2) 15. JOINT PERMANENT EASEMENTS FOR LOTS 11 AND 12 RECORDED IN DECLARATION OF EASEMENTS AND RESTRICTIONS, DATED NOVEMBER 9, 2009, OF RECORD IN RECORD BOOK 2249, P.G. 1730, AND NOW INCLUDING REFERENCE TO 12R7 AND 12R2 BY INSTRUMENT OF RECORD IN RECORD BOOK 2594, PG. 1515. 16. ALL EASEMENTS ALONG FORMER LOT LINES ARE RELEASED BY THIS PLAT. 17. COMMON AREA OPEN SPACE OF 12,632 SQUARE FEET OR 0.29 ACRES TO BE DEDICATED AS PART OF TH18 'PHASE OF DEVELOPMENT, UNLESS OTHERWISE APPROVED (I.E. OFF -SITE) 18. THE PURPOSE OF THE PLAT IS TO CAPTURE THE AS -BUILT CONDITIONS AND EASEMENTS ASSOCIATED WITH CULVER'S RESTAURANT PROJECT IN THE FORM OF A PLAT OF CORRECTION. 19. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 20. CURRENT ZONING: E-1 SETBACKS PER ENGINEERING PLANS: FRONT. 40' SIDE: 10' REAR: 10' PERIPHERAL (FROM ZONING ORDINANCE): 35' Phyllis Lee Crisp, Register Blount Rec #: 603589 County Tennessee Rec'd: 15.00 Instrument #: 913935 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 7/27/2021 at 2:30 PM Total: 17.00 in Map File FILE Pgs 4169B-4169B 1 hereby certify that the plan shown and described hereon is a true and correct survey to the accuracy This is to certify that I have consulted the required by the Alcoa Municipal Regional Planning Federal Insurance Administration Flood Commission and that the monuments have been placed Hazard Boundary Map, and found that the as shown hereon, to the specification of the Subdivision above described is not located in a Regulations for Alcoa, Tennessee. This is a Category IV special flood hazard area. Land Survey, see GPS accuracy note. Sig ure- 6/4/2 202 DATE REGISTERED LAND SURVEYO NO. 2447 Certi6cationof0assandAccuracyofSeuvey I HEREBY CER7IFY TO. BANK FIVE NINE, AREAWIDE DEVELOPMENT �ID �: CORA PO RON, U.S SMALL BUSINESS DMINISTRA710N AND OLD REPUBLIC _ •��i'• E INSURANCE COMPANY; XLv ISG THAT 7HIS IS A CATEGORY "IV" SURVEY IN ACCORDANCE WITH 7HE 7ENNESSEE STANDARDS OF PRACACE. w GRICUL� RE LYNCH LLC 6/4/21 !A COMMERCE RYAN S. XMCH DA7E 7ENNESSEE CERTIFICATE NO. 2447 FSSEE NO' 6/4/21 PLAT OF CORRECTION CULVERS PROJECT NO. Lot 12R 1 -Hamilton Crossing COA Project Dev-10-045 3144-62 District 19, Blount County, Tennessee City of Alcoa, Tennessee