Loading...
4061ACERTIFICATE OF OWNERSHIP AND DEDICATION I (we) hereby certify that I am (we are) the owner(s) of the property shown and deseAbetl hereon and that I (we) hereby adapt this plan oI subdlvlsta+ with my (our) V" consent, establish the minimum building restriction thee, and dedicate all streets, alleys, waft parks. and other open spaces to public use as noted -OL 2020 Frank M. Eggers I Owner •riot 2I 02D tKM WapertMs, LP 5► • Dot. Lll_�"Wlp_wnr ignature CERTIFICATE OF SURVEY ACCURACY 1 hereby certify that the Plan shown and described hereon Is a true and correct survey to the accuracy required by the Alcoa Muntcpol/Regland Planning Commission and that the monuments have been placed as shown hereon, to the specification of the Subdivision Regulations for Alma. Tonnsesse. This is a Catsperry�l Lp�d Surrey ontl the rota of Precision of the unadjusted sury y,AAisl dynPos tb e4lr yter than 1:10.000. "• D��*y6-y& D��VXZ Acv RE - r - .. g 4_ �• 9 ft Dole ''f50(/wulrliwegNMHw�y� No' warl Bg®71Bi4z�'�q� CERTIFICATE OF STORMWATER MAINTENANCE CONTROL MEASURES i (we) hereby certify that I (we) as the owner(,)/developer(,) acknowledge that the stormwater focllUas have been installed In oanp0ance with all local. state and federal regulations. or provisions how been made for the installations, in the subdiv4fon shown hereon and that the noted stormwater control moaeures shag be privately maintained and operated by the property sner'. Property a"" ossOoia , othw entity le dt. _ .Z 20 Date cm,nFTCATE OF APPROVAL OF WATER I hereby certify that water improvements have been h ad In on aaxptobls manner and h ce with dt bcal, s t and tedaal otions, or proviatam taus for th oga 16.1n the su on shown It z / f, 1 f Date Loca/lljjUt the Approving gent 4IrV fJf- - "411-C3,ad Utility Provider CamneATE OF APPROVAL OF SANITARY SEWER 1 haebY certify that the sanitary sewer improvements have been tnatoesd in an acceptable manner and in compliance with all local, state and federal ngjWaHan% or provisions haw been made for the instaeatknns, in the subdhtelon shown hereon. In the event sanitary sewer Is not available, approval by the Blount Count Department of Environmental Health is requk as be kndicotel separate. certificate. to 6 Low U ttss AppfO '9 9�It 0rY OF , 4 0t` Utility Provider CERRTIFiCATE OF APPROVAd OF ELECTRIC 1 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 bow mode for the installations, in the subdivision shown hereon. 12. - t 0 ^2020 i Oats City of Aleoo Approving AWK Electric CERTIFICATE OF APPROVAL OF STORMWATER I hereby certify that stormwater improvements, including all drainage structures and appurtenances. have been installed In an acceptable manna and Nn canpiionce with all local, state and federal regulations, or provisions have been made for the installations, in the subdivision shown hereon. 1 o V10.20 Date City of&coc Approving Agents Public Waft and Engineering CER71EICATE OF APPROVAL OF STREETS I hereby certify that street improvements have been Installed In an acceptable manner and to complici with all local, state and federal reguiotl=4 or provisions hove been mode far the installations, In the subdivision slaws /f o 2a20 _•_,_ to City of Approrhg Ayent, Public and Engtnserknp OR County Rood Commissioner 4nFRMFICATE OF APPROVAL OF STREET NAMES I hereby eaUfy that (1) the names of existing public roods shown on this su 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 approwd, and (3) the property numbers of the lots sh on this plat In conformancewith E-911 I*-. n 2� '��- 202 A� Date E-911 Authors CERTIFICATE OF APPROVAL FOR RMOROINC 1 hereby certify that the subdivision plat shown hrean has been found to comply with the Subdivision Regulations for Alcoa Tennessee. with the exception of such volionce% N any, as are noted In the minutes of the Alcoa Municipal/Reglonal Planning Commission and that It has been 0 proved for raix Ing in the Office of the Blount County Register Dote socretwtomming Commission R.O.W. DEDICATION #1 LINE TABLE LINE BEARING LENGTH L14 S BT56'34" W 4.97 L15 N 41'62'19• W 42.42 L16 N 4,YS9'39" W 323.29 L17 N 35 50'35" E 10.04 L18 S 31'14'02' W 47.69 L19 N 40'22'55" W 41.15 L20 N 54.14'34" W 5.29 PLAT OF CORRECTION OF FINAL PLAT for the WEIGjvj.Lj'5 AT BUNTER'S CROSSING COA PROJECT DEV-18-023 BEING LOCATED ON CLT MAP 046 AND REPRESENTED AS PARCELS 022.00, 022.06. 022.07. 022.08 & 022.09 SITUATED WITHIN THE NINETEENTH CIVIL DISTRICT OF BLOUNT COUNTY, TENNESSEE WITHIN THE CORPORATE LIMITS OF THE CITY OF ALCOA. TENNESSEE DETENTION POND EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING EC1 25.00 25.54 24.44 S 04 04 05 W EC2 25.00 32.27 30.08 S 70'19 OD W EC3 50.00 20.94 20.79 N 60'42'08" W EC4 25.00 51.02 42.62 N OW45'48" E EC5 100.00 30.75 30.62 N 7T02 23 E EC6 25.00 30.09 28.30 S 59'40 28 E NDN-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING AC7 24.00 23.38 22.47 N 26'24'25' W AC8 16.00 25.13 22.63 S BO'41 07 W AC9 92.50 145.30 130.81 S 80'41 07 W AC10 50.00 41.10 39.96 N 60'19 53 E ACi 1 132.50 20SA 3 187.38 N 80'41 07 E 15' SANITARY SEWER EASEMENT LINE TABLE LINE BEARING LENGTH SO S 13'37'22' E 5.79 SL2 S 7622'38" W 197.15 SL3 N 5418'S3" W 15.00 SL4 N 76'22'38" E 202.71 SL5 S 1 T37*22- E 9.21 10' WATER EASEMENT LINE TABLE INE BEARING LENGTH WLt S 43'26'43" W 10.00 RIDGE AT HAMILTON CROSSING Q X INGRAM D. TYNES WL2 N 455,06" E 37.60 LEGENDS AT HAMILTON PARK APTS Q DEED BOOK 2378, PAGE 960 e Q Q Q j CENTERLINE DITCH 78' WL3 N 3541'O7' E 191.17 MAP BOOK 2418A. O Q N PAGES 3329B/3330A ^� Q Q 4 4Q Q 31 WL4 S 5418'53 E 10.00 Q WL5 S 35'41'07" W 192.06 %K Fyn © Q ' 1� �s �3 _�C7 WL6 S 45'54 36 W 38.61 �` Q 113• Q 4 / Q Q Q Q Q 76 �V4 ` 44 Q/ © Q Q • FCTI W STORM DRAINAGE EASEMENT 02 Q LINE TABLE Q// �� d "Q 5' 124.86 JIVE BEARING LENGTH Q / TRANSFORMER PAD EC10-� )2-TIE N 3541'07' E 102.91 W/TRANSFORMER SOS N 84 35'55' E 75.50 d NON-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT SD6 N 69'08'39" E 49.68 ,".3/ OPEN SPACE CONSERVATION M,924k SQ. FT. SD7 S 87'39'07' W 33.25 .Q CU35,0662fFFER 1SO.MF�L (SEE NOTE #13) 4 4 (SEE NOTES #17 do JIB) R \ \ h 41 177.449t SQ. fT. j 4A74k ACRES (SEE NOTE #20) DETENTION POND EASEMENT LINE TABLE LINE BEARING LENGTH ELI N 48'42'18" W 30.82 MIDES NOMINEES, INC LOWE'S HOME CENTER DEED BOOK 620. PAGE 793 OWNER: FRANK M. EGGERS II 5498 N ANGELA ROAD MEMPHIS, TENNESSEE 38120 LKM PROPERTIES, LP PO BOX 650 POWELL, TENNESSEE 37849 t / f 10' STORM DRAINAGE EASEMENT #1 UNE TABLE LINE BEARING LENGTH SDI -ME N 5418'53" W 44.02 SD2 N 35'25'38" El 198.00 SD3 N 3W25'38' E-' 182.14 SD4 N 35'25'38'. E 30.07 ACCESS EASEMENT UkE TABLE LINE BEARING LENGTH ALi S 35 45'08" W 2.40 AL2 N 5418'53" W 9.32 AL3 S 5418'53''E 44.80 AL4 S 35'45'O8 ; W 68.26 AL5 N 5418'53• W 69.72 AL6 S 35'41'07" W 49.64 AL7 S 54'18'53" E 184.21 PERMANENT UTILITY EASEMENT LINE TABLE LINE BEARING LENGTH EL8 N 42'53'37" W 125.38 Ea LOCATION MAP N.T.S. VJ_R�I�TELECOIMMUNICATIONS PERMANENT UTILITY EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING EC7 38.50 26.65 26.12 N 64'00 OW W / VAULT BENCHMARK •S_7771• IRON PIN W/CAP 271,E ` N 527.971.44-4 E 2,565,335.284 71.20'-TIE NOTES _ EL 885.91' P 1) PROPERTIES UE IN THE NAMES OF: y PARCEL 022.06-LKM PROPERTIES,LP-DEED BOOK 2545. PACE 1715 8 PARCELS 022. 022.07, 022.05 & 022.09-FRANK M. EGGIRS If AND ARE OF RECORD IN DEED BOOK 2497. PAGE 2191. ALL OF RECORD IN PLAT BOOK 38008• ALL INSTRUMENTS ARE OF REGISTER'S OFFICE OF KNOX COUNTY, TENNESSEE. 2) THE PURPOSE OF THIS PLAT OF CORRECTION IS TO ESTABLISH BY WAY OF A PLAT OF CORRECTION THE AS -BUILT SITE CONDITIONS AND ADDED EASEMENTS ASSOCIATED WITH THE DEVELOPMENT OF LOT 1 (LE. A PUBLIC WATER QUALITY EASEMENT AND PRIVATE EASEMENTS FOR COMMON DRAINAGE FACILITIES CONSTRUCTED ON LOTS 2. 3 AND 4 FOR STORMWATER MANAGEMENT S 35.36'34" W TO DETENTION FACIUM 3) PROPERTY IS SUBJECT TO ANY FINDINGS OF AN ACCURATE THTLE SEARCH. NO TITLE WORK FURNISHED TO SURVEYOR PRIOR TO 294.81' SURVEY. 4) THE SURVEYOR IS NOT RESPONSIBLE FOR ANY DETERMINATION OR LOCATION OF ANY UNDERGROUND CONDITIONS NOT VISIBLE AND INCLUDING BUT NOT UMITED 70, SOILS, GEOLOGICAL CONDITIONS. PHYSICAL DEVICES AND PIPEUNES OR BURIED CABLES AND SHALL NOT BE RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING OF OR FAILURE TO MAKE SUCH DETERMINATION OR LOCATION OF ANY SUBSURFACE CONDITION. FOR UNDERGROUND UTILITY LOCATION CALL 1-Bo0-351-1111 (1N' ONE CALL). 5) IRON PIN CORNER MARKERS AT ALL LOT CORNERS. UNLESS DESIGNATED OTHERWISE- 5) 'TENNESSEE STATE PLANE" NORTH BASED ON COORS REFERENCE STATION EDKi. MAINTAINING COORDINATES OF N 59=.11343, E 2315=.5153. DISTANCES HAVE NOT BEEN REDUCED TO CRID DISTANCES. 7) PROPERTY IS ZONE 'E-1", PLANNED COMMERCIAL UNIT DEVELOPMENT. REC JIRED BUILDING SETBACKS SHALL BE IN CONFORMANCE WITH ZONE AND PER APPROVED DEVELOPMENT PLAN. 0) SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE '1C. BEING OUTSIDE THE 50D YEAR FLOOD ZONE PER THE NATIONAL INSURANCE PROGRAM FLOOD INSURANCE RATE MAP COMMUNITY PANEL N0. 47D09CO38Ct LAST REVISED 19 SEPTB91ER 2007. 9) A UTILITY EASEMENT CDNTAINING 0.25t ACRES GRANTED TO THE CITY OF MARYVILLE AND THE CITY OF ALCOA BY EASEMENT AGREEMENT EXECUTED ON NOVEMBER 19, 2008. AND RECORDED IN RECORD BOOK 2216. PACE 5W. IN THE REGISTER'S OFFICE OF BLOUNT COUNTY. TENNESSEE 10) A PERMANENT DRAINAGE EASEMENT CONTAINING 1,310t SQUARE FEET ACOUIRED BY THE STATE OF TENNESSEE FOR THE BENEFIT OF THE CITY OF ALCOA PURSUANT TO THE AFORESAID AGREED ORDER OF POSSESSION ENTERED JANUARY S. 2000. IN THE CIRCUIT COURT FOR BLOUNT COUNTY, TENNESSEE AND BEiNG RECORD IN RECORD BOOK 2211L PAGE 889. IN THE REGISTER'S OFFICE OF BLOUNT COUNTY. TENNESSEE. \ \ .= -= •• 10' WATER LINE EASEMENT it) PROPERTY IS SUBJECT TO ANY AND ALL RESTRICTIONS CONDITIONS PLANNING COMMISSION REGULATIONS ZONING ORDINANCES, �� \ 21:90' ':sri:s• S 2,ER LI SQ. FT: ! �V !' r78 4r r / LEGEND RIGHTS -OF -WAY, EASEMENTS AND BUILDING SETBACK REQUIREMENTS. IF ANY, AFFECTING SAID PROPERTY ONLY THOSE FEATURES s<3,y , v ♦ / CLEARLY EVIDENT UPON THE SURFACE OF THE GROUND AND/OR NOTED IN THE DEED REFERENCED HEREON ARE SHOWN. tit V t • IRON PIN FOUND \ \ :......... , �j Q 12) UTILITY. CONSTRUCTION AND DRAINAGE' EASEMENTS SHALL BE 5 FEET ON EACH SIDE OF ALL INTERIOR LOT LINES AND 10 FEET ON ALL INSIDE OF ALL EXTERIOR LOT LINES AND STREET RIGHTS -OF -WAY. AND PER UTILITY PROVIDER'S SPECIFICATIONS FOR ALL I \ \ \ d•e !V "y �. eO ELECTRICAL `22� LOT NUMBERS AS -BUILT UTILITIES, UNLESS OTHERWISE NOTED. . . w O .P i 0! h VAULT \ \ N 42 39 40 W "j 'y '� e� s " 13) A NON-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT IS HEREBY ESTABLISHED FOR THE PURPOSES OF VEHICULAR AND d•� \ \ \ \ 2$5 73' O ' S 42'1816 W FOUND CALLS PEDESTRIAN INGRESS AND EGRESS ON, OVER, UPON, AND ACROSS THE EASEMENT AREAS AS SHOWN. ALL NECESSARY VEHICULAR ' • �� c AND PEDESTRIAN IMPROVEMENTS TO BE PLACED WITHIN SAID EASEMENT SHALL BE CONSTRUCTED AT SUCH TI EE EACH ADJOINING \ • • /� � ,S• S• / y` PAD sFORMER 0 SANITARY SEWER MANHOLE LOT DEVELOPS, WITH THE EXCEPTION OF A CERTAIN PORTION ALONG HUNTER'S CROSSING DRIVE ON LOTS 2 AND 3, IMPROVEMENTS TO BE PLACED WITHIN THIS CERTAIN EASEMENT PORTION SHALL BE CONSTRUCTED IN THE ENTIRETY TO PROVIDE i..:..,.., sr / • / a STORM DRAIN MANHOLE FOR A SECONDARY POINT OF ACCESS TO AND FROM HUNTER'S CROSSING DRIVE AT SUCH TIME LOT 2 OR LOT 3 DEVELOPS, 16 '% WEIGECS 15' X 15' WATER . WHICHEVER OCCURS FIRST. \ \%::,, BUILDING QUALITY EASEMENT pal WATER VALVE / 14) LOT 4 IS FOR COMMON OPEN SPACE AND DETENTION/WATER QUALITY PURPOSES ONLY OF WHICH NO HABITABLE STRUCTURES PERMANENT UTILITY \ \ \ 225t SO. FT. l / 'v GAS VALVE SHALT. BE PLACED. THE SAID LIMITATIONS OF USE FOR LOT 4 MAY BE MODIFIED AND/OR RELEASED IN THE FUTURE SHOULD THE EASEMENT \ \ \ ... iRANSMISSKIN LINE (D AIL W) D4 COMMON STORM WATER QUALITY AND QUALITY THEREON BE DETERMINED FEASIBLE FOR RELOCATION OFFSITE FROM THIS DEED (� NOTE UA 'E 530 \ \ \ 2::.. �� BOOK EASEMENT e' / _ - �j`, D CATCH BASIN/DROP INLET STRUCTURE SUBDIVISION. BUT WITHIN THE HUNTEYS CROSSING 'SHOPPING CENTER* DEVELOPMENT. AS PROVIDED FOR PER THE BLOUNT �� _ COUNTY RECORDED DOCUMENT MISC 129-640 AND UPON APPROVAL BY THE CITY, IN CONFORMANCE WITH ALL LOCAL, STATE AND \ \ � O / / - = y FIRE HYDRANT FEDERAL REGULATIONS. \ 13) ALL unuTiEs SHALL BE UNDERGROUND, UNLESS OTHERWISE APPROVED. \ C 10195" SQ. FT L19 = - - Y,+ WATER METER E N 43'26 w 2.340t ACRES / _ _ -_= 16) PUBLIC 1n10EWAtxS SHALL BE iNSTA1LE0 ALONG EACH LOTS ROAD FRONTAGE AT TiME of DEVELOPMENT, IN CONFORMANCE WITH RIGHT-OF-WAY DEDICATION #i \ I (SEE NOTE /10) - = 82' Q UTILITY POLE CITY OF ALCOA REQUIREMENTS AND SPECIFICATIONS. WITH LOT WS INSTALLATION OF SIDEWALK (AND TRAIL/SEE FLAT NOTE In7) TO OCCUR AT TIME OF DEVELOPMENT OF LOT 3. 5,332t SO. FT. \ ` L1\ 88.8 L5 rO / DETAIL 'B' -TIE \ Run 21.05' PUMP O / N.T.S. ON- OVERHEAD UTILITY LINE 17) RESPECTIVE TRAIL SECTIONS SHALL BE INSTALLED WITHIN EASEMENT AREA, AS SHOWN. AT TIME OF DEVELOPMENT OF LOTS 3 FOUND PROPERTY LINE TABLE LINE BEARING LENGTH Lt S 11'24'34' E 125.63 L2 S 31'14'02" W 14.74 L3 S 35 35'11" W 9.15 L4 S 3Y35' 11 " W 76.13 L5 N 5414'34' W 8.17 L6 S 86'56'34" W 72.94 L7 N 41'46'25' W 41.15 LB N 41'59'43" W 7.27 L9 N 3T59'41" W 87.76 L10 N 38'15'59' W 9.18 L71 N 4326'43' W 57.70 L12 N 5411'32' W 6.19 L13 N 3T41'07" E 14.47 10' STORM DRAIN�`� `-- ASPHALT SL51 •� •35' EASEMENT F N�? 43.3s-.0% 1,586t SQ. FT. (SEE NOTE #22) g 4j [SL1] " Li N 85'So 5f E Fc}p ra vv 1 so6 sD7 t, 3LL.LLLLLLLLL l8' L L ff 4, 4 L L D*ErEkn'ON I_ L L L fZ I BASIN L L 4 �. Q i 1 19,510t S0. FT. S�3�S�F�LLLLLLLLL,��`�~ f 5 8 �� (N LLLLLLl ����' . f tic 1st �, ' `S'7•I ( i _ / 59,849t SQ FT 1.374t ACRES 15' SANITARY SEWER N 35 41'07" E 182.14' e�sN O 55,290 SQ. FT. STORM DRAIN N 1.269t ACRES CENTERLINE Oe�t.39• � EASEMENT 10' STORM DRAIN 10,512i SO. FT. EASEMENT #1 4,302t SO. FT. (SEE NOTE #22) 12 / i RIGHT-OF-WAY DEDICATION #2 L3 7.392t SQ. FT. / S 35'48'28" W 661.26' 35045108" W �] 125.53' \ N' L- 215.61' CANOPY /� G -- GAS UNE AND 5. CHORD DATA- L2 v�0� s a 18) A MINIMUM OF FIVE PERCENT (SX) OF LAND AREA TO BE DEDICATED TO COMMON AREA OPEN SPACE, 22.39Dt SQUARE FEET (OR ?/ S 354 aA8 W W - WATER LINE INSTALLATION0.614* S' TO SATISFY THTHIS OPEN SPACPHASE E REQUIREMENTS THE OPEN SPACE CONSERVATION BUFFER AND FUTURE TRAIL. •�.i.7 E ELECTRIC LINE 19) HUNTERS CROSSING DRIVE WAS DEDICATED TO THE CITY OF ALCOA AS A PUBLIC ROAD, REFERENCED WITHIN WARRANTY DEED ::: •���'t�Ok / BOOK 819, PAGE 254 OF THE REGISTER'S OFFICE OF BLOUNT COUNTY, TENNESSEE Vry / -UOT- UNDERGROUND UTILITY LINE 20) VEHICULAR ACCESS AT MIDDLESETTLEMENTS ROAD FROM LOTS 1 AND 5 SHALL BE RESTRICTED 70 NON-EXCLUSIVE PERMANENT O CROSS ACCESS EASEMENT. WITH SAID TO BE LIMITED TO RIGHT-IN/RKiHT-OUT ONLY. ADDITIONAL VEHICULAR ACCESS TO PERMANENT DRAINAGE EASEMENT "''""' / / SANITARY SEWER LINE d;•;;;;:/� _ _ SS _ _ MIDDLESETTLEMEHTS ROAD SHALL BE PROHIBITED. DEED BOOK 2218. PAGE W9 \ % / 'v1'' W/ e e " 21) ALL NECESSARY VEHICULAR AND PEDESTRIAN IMPROVEMENTS TO BE PLACED WITHIN SAID EASEMENT SHALL BE CONSTRUCTED AT (DETAIL "A') \ SUCH TIME EACH ADJOINING LOT DEVELOPS WITH THE EXCEPTION OF A CERTAIN PORTION ALONE HUNTERS CROSSING DRIVE ON \ : LB. 3 S 35 45 2fi W - -s0- - STORM GRAIN LINE (SEE NOTE #10) \ :d'�A• ...... STORM � ' STORM DRAIN PIPE AND L075 2 AND 3. IMPROVEMENTS 10 BE PLACED WITHIN THIS CERTAIN EASEMENT PORTION SHALL BE CONSTRUCTED IN THE \ 1 :� 186,05 = = = = ENTIRETY TO PROVIDE FOR A SECONDARY POINT OF ACCESS TO AND FROM HUNTER'S CROSSING DRIVE AT SUCH TIME LOT 2 OR HEAD WALL STRUCTURE LOT 3 DEVELOPS, WHICHEVER OCCURS FIRST. PERMANENT UTUTY DEED BOOK 2 MEN PAGE 530 A ♦ / RIP RAP 22) COMMON DRAINAGE EASEMENTS TO BE 10' IN WIDTH (5 FEET ON EACH SIDE OF DRAINAGE FACILITIES AS -BUILT) ARE HEREBY TO 1AS /TRANSFORMER \ / PAD W/TRANSFORMER / GAS TELECOMMUNICATIONS \ PEDESTAL PEDESTAL TELECOMMUNICATIONS C P PROPERTY CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C1 99.OD 10.37 10.36 N 38'59 42 W C2 38.50 30.54 29.75 N 66-53 59 W C3 19.50 30.66 27.60 S 80'38'09 W CONCRETE PAD EDESTAL W/SIGNAL BOX \ GRAPHIC SCALE Nz OPEN SPACE CONSERVATION BUFFER EASEMENT LINE TABLE LINE BEARING LENGTH EL2 S 11'25'50* E 24.03 EL3 N 71r34'10' E 42.69 EL4 S 5418'53" E 4.65 EL.5 S 35.35'11" W 25.00 EL6 N 5418.53" W 209.95 EL7 N 54'18'53" W 10.44 PERMANENT DRAWAGE EASEMENT BE PLACED ON LOT'S 2 AND 3 FOR THE MANAGEMENT OF STORMWATER TO LOT 4. ® ji3800B DEED BOOK 2215. PAGE 089 �Y RIGHT-OF-WAY DEDICATION 50' POWER LINE EASEMENT BEFORE: DEED BOOK 210. PAGE 369 AREA PERMANENT UTILITY EASEMENT NOT SHOWN DUE TO NO DEED BOOK 2216. PAGE 530 CHANGES IN LOT OPEN SPACE CONSERVATION BUFFER EASEMENT CONFIGURATION BY THIS MAP FILE #380OB PLAT OF CORRECTION ® �O- LUSIVFWERMANENT CROSS ACCESS EASEMENT . , i� 15 SANITARY SEWER EASEMENT MAP FILE Phyllis Lee crisp, Register y g Blount County Tennessee ' j� Rea #: 586922 100 0 50 100 200 400 CLL`� ADNA�IIIOEN BBA�EASEMENT Read: 15.00 Instrument #: 892805 LJD State: 0.00 iD' WATER LINE EASEMENT Clerk: 0.00 Recorded MAP FILE #3800B other: 2.00 12/17/2020 at 1:40 PM 15' X 15' WATER QUALITY EASEMENT Total: 17.00 in Map File FILE Pgs 4061A-4061A ( K ��.' • 10' STORM DRAIN EASEMENT • 1 inch = 100fi. r�-� -' 0 2020 BENCHMARK ASSOCIATES, INC. THIS DOCUMENT SHALL NOT BE LOANED, COPIED. REPRODUCED, TRANSFERRED TO MAGNETIC MEDIA OR SOLD AND IS MAINTAINED AS AN INSTRUMENT OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. Di �T nc r�1r-ro RIGHT-OF-WAY DEDICATION CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C4 5771.06 213.76 213.75 N 42'55'59" W DRAINAGE EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DC7 5771.06 40.00 40.00 N 43'03 44 W Iff ��� su . . v]BENCHMARK ASSOCUTES9 INC,A Land Planners Land Surveyors 10308 Hardin Valley Road Knoxville, Tennessee 37932 Phone (865) 692-4090 Facsimile (865) 692-4091 WEIGEL'5 AT HUNTER'S CROSSING COA PROJECT DEV=18-023 HUNTER'S CROSSING DRIVE ALCOA, TENNESSEE 37801 AREAS: ALTERED FROM PREVIOUS PLAT TO SHOW CURRENT CONDITIONS LOT 1 109,950t SQ. FT. 2.3401 ACRES LOT 2 59,850t SQ. FT. 1.374t ACRES LOT 3 55,295t SQ. FT. 1.269f ACRES LOT 4 53,293t SQ. FT. 1.223t ACRES LOT 5 177,449t SQ. FT. 4.074t ACRES TOTAL 447,837t SQ. FT. 10.280f ACRES DATE; 29 JULY 2020 SHEET SCALE. Is =100' � 0 DRAWN BY: LGAS FILE NAME: 182$4-SD BM PROJECT NO.: 18284 RIGHT-OF-WAY DEDICATION CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C4 5771.06 213.76 213.75 N 42'55'59" W DRAINAGE EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DC7 5771.06 40.00 40.00 N 43'03 44 W Iff ��� su . . v]BENCHMARK ASSOCUTES9 INC,A Land Planners Land Surveyors 10308 Hardin Valley Road Knoxville, Tennessee 37932 Phone (865) 692-4090 Facsimile (865) 692-4091 WEIGEL'5 AT HUNTER'S CROSSING COA PROJECT DEV=18-023 HUNTER'S CROSSING DRIVE ALCOA, TENNESSEE 37801 AREAS: ALTERED FROM PREVIOUS PLAT TO SHOW CURRENT CONDITIONS LOT 1 109,950t SQ. FT. 2.3401 ACRES LOT 2 59,850t SQ. FT. 1.374t ACRES LOT 3 55,295t SQ. FT. 1.269f ACRES LOT 4 53,293t SQ. FT. 1.223t ACRES LOT 5 177,449t SQ. FT. 4.074t ACRES TOTAL 447,837t SQ. FT. 10.280f ACRES DATE; 29 JULY 2020 SHEET SCALE. Is =100' � 0 DRAWN BY: LGAS FILE NAME: 182$4-SD BM PROJECT NO.: 18284 DRAINAGE EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DC7 5771.06 40.00 40.00 N 43'03 44 W Iff ��� su . . v]BENCHMARK ASSOCUTES9 INC,A Land Planners Land Surveyors 10308 Hardin Valley Road Knoxville, Tennessee 37932 Phone (865) 692-4090 Facsimile (865) 692-4091 WEIGEL'5 AT HUNTER'S CROSSING COA PROJECT DEV=18-023 HUNTER'S CROSSING DRIVE ALCOA, TENNESSEE 37801 AREAS: ALTERED FROM PREVIOUS PLAT TO SHOW CURRENT CONDITIONS LOT 1 109,950t SQ. FT. 2.3401 ACRES LOT 2 59,850t SQ. FT. 1.374t ACRES LOT 3 55,295t SQ. FT. 1.269f ACRES LOT 4 53,293t SQ. FT. 1.223t ACRES LOT 5 177,449t SQ. FT. 4.074t ACRES TOTAL 447,837t SQ. FT. 10.280f ACRES DATE; 29 JULY 2020 SHEET SCALE. Is =100' � 0 DRAWN BY: LGAS FILE NAME: 182$4-SD BM PROJECT NO.: 18284 Iff ��� su . . v]BENCHMARK ASSOCUTES9 INC,A Land Planners Land Surveyors 10308 Hardin Valley Road Knoxville, Tennessee 37932 Phone (865) 692-4090 Facsimile (865) 692-4091 WEIGEL'5 AT HUNTER'S CROSSING COA PROJECT DEV=18-023 HUNTER'S CROSSING DRIVE ALCOA, TENNESSEE 37801 AREAS: ALTERED FROM PREVIOUS PLAT TO SHOW CURRENT CONDITIONS LOT 1 109,950t SQ. FT. 2.3401 ACRES LOT 2 59,850t SQ. FT. 1.374t ACRES LOT 3 55,295t SQ. FT. 1.269f ACRES LOT 4 53,293t SQ. FT. 1.223t ACRES LOT 5 177,449t SQ. FT. 4.074t ACRES TOTAL 447,837t SQ. FT. 10.280f ACRES DATE; 29 JULY 2020 SHEET SCALE. Is =100' � 0 DRAWN BY: LGAS FILE NAME: 182$4-SD BM PROJECT NO.: 18284 DATE; 29 JULY 2020 SHEET SCALE. Is =100' � 0 DRAWN BY: LGAS FILE NAME: 182$4-SD BM PROJECT NO.: 18284