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3800BCERTIFICATE OF OWNERSHIP AND DEDICATION I (we) hereby certify that I am (we are) the owners) of the property shown and described hereon and that 1 (we} hereby adopt this plan of subdivision with my (our) free consent, establish the minimum building restriction lines, and dedicate all streets, alleys, walks, parks, and/?other open spaces to public use as noted. 2pi Frank M. Eggers 11 Date Owner SPdnt Own Signature CERTIFICATE OF SURVEY Y ACCURACY I hereby certify that the plan shown and described hereon Is a true and correct survey to the accuracy required by the Alcoa Municipal/Regional Planning Commission and that the monuments have been placed as shown hereon, to the specification of the Subdivision Regulations for Alcoa, Tennessee. This Is a Category I Land Survey and the ratio of precision of the unadjusted survey Is equal to or greater than 1*10.000. M\N J • A40 `., �P . j.SJAGRIC EE N� ��°� • .g®IiI 1t- Ot Dote Regiat- Land Surveys No.1�Ot+ CERTIFICATE OF STORMWATER MAINTENANCE CONTROL MEASURES 1 (we) hereby certify that I (we) as the owners)/developer(s) acknowledge that the stormwater facilities have been Installed In cm pilance with all local, state and federal regulations, or provisions have been made for the installations, in the subdivision shown hereon and that the noted stormwater control measures shall be privotely maintained and operated by the property owner, property owners associa ton, or other entity Ida till on thls at. Z Date /Deveper - CERTIFICATE OF APPROVAL OF WATER I hereby certify that water Improvements have been installs in an acceptable manner and M c II a with ail local, tat an federal. regulations, or provisions hav en made for the I a a bons, in the subdivision, shown hereon. Local t Approving A/� t f� cLY�r �1 Lf0 A Utility Provider CERTIFICATE OF APPROVAL OF SANITARY SEWER I hereby certify 11 that the sanitary sewer Improvements have been installed In an acceptable manner and in compliance with oil local, atote 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 artment of Environmental Health is requ d as to be Indicated separate certificate. ' Dot Local Utilities ApprmAng Aft L1/r)' 0, 4«,4 Utility Provider o CERTIFICATE OF APPROVAL OF ELECTRIC 0 01 ooi 1 hereby certify that electric improvements have been installed in an acceptable manner and in compliance with all local, state and federal i y� o regulations, or provisions have been made for the installations, in the NN m 11 o0 subdivision shown hereon. a � q ° rn 14 L1,H a N ��k-]+, Date City of Alcoa Appr ving Age ctric 3N•IN •qNq al 01 '_' H M �i CERTIFICATE OF APPROVAL OF STORMWATER a) 0a U W I hereby certify that stormwater improvements, including all drainage .1-1 00000 W structures and appurtenances, have been installed In an acceptable ul R o 0 0 9 0 o N manner and in compliance with all local, state and federal regulations, ., Wo � 0 0 9 £ or provisions have been made for the installations, in the subdivision shown hereon. � P1 ri w w Al i U)3038 Date City of AC99 Approving Agent, �k T704�-i Public Works and Engineering D`0 POSIxNU0P CERTIFICATE OF APPROVAL OF STREETS 1 hereby certify that street Improvements have been Installed in an acceptable manner and in compliance with all local, state and j federal regulations, or provisions have been made for the installations, in the subdivision shown hereon. Oa City o ca Appro 'City o g Agent, Public rks and Engineering OR County Road Commissioner CERTIFICATE OF APPROVAL OF STREET NAMES I 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 T&tC1A\(_11 re approved, and (3) the property numbers of the lots shown plot are in conformance with E-911 syssttem..� 2Dj�41 Date ! E-911 Authorn CERTIFICATE OF APPROVAL FOR RECORDING I hereby certify that the subdivision plat shown hereon has been found to comply with the Subdivision Regulations for Alcoa, Tennessee, with the exception of such varlonces, If any, as are noted in the minutes of the Alcoa Municool/Regional Planning Commission and that it has been approved for recording in the Office of the Blount my Register f Deeds. / 3z r, 2018 D a Secretary, Plaffninq Commission FINAL PLAT for the WEIGELRUNTER S AT S CROSSING P'00JECT COA DEV- 18- 0 23 BEING LOCATED ON CLT MAP 046 AND REPRESENTED AS PARCEL 022 SITUATED WITHIN THE NINETEENTH CIVIL DISTRICT OF BLOUNT COUNTY, TENNESSEE WITHIN THE CORPORATE LIMITS OF THE CITY OF ALCOA, TENNESSEE Cn W w R.O.W. DEDICATION #1 LINE TABLE LINE BEARING LENGTH L14 S 8656.34" W 4.97 L15 N 41*52*19" W 42.42 L16 N 43'59'39" W 323.29 L17 N 35'50'35" E 10.04 L18 S 31'14'02" W 47.69 L19 N 4(r22'55" W 41.15 L20 N 54'14'34" W 5.29 DETENTION POND EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING EC1 1 25.00 25.54 24.44 S 04 04'05" W EC2 25.00 32.27 30.08 S 70*19,00" W EC3 50.00 20.94 20.79 N 60'42'08" W EC4 25.00 51.02 42.62 N 09'45'48" E EC5 100.00 30.75 30.62 N 7T02'23" E EC6 25.00 1 30.09 1 28.30 1 S 59'40'28" E OPEN SPACE CONSERVATION BUFFER EASEMENT LINE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING EC7 76.00 62.50 60.75 S 77 52'21" E EC8 151.00 228.82 207.55 N 82'16'20" E EC9 126.00 195.87 176.73 , S 81.09'06" W EC10 19.00 29.54 26.65 N 81'09'06" IN EC11 51.00 41.94 40.77 N 775221" W EC12 99.00 81.41_ 79.14 N 7T52'21" W 10' WATER EASEMENT LINE TABLE LINE BEARING LENGTH NON-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING AC7 24.00 23.38 22.47 N 2624'25" W AC8 16.00 25.13 22.63 S 80'41'07" W 7C9 92.50 145.30 130.81 S 80.41'07" W EC10 50.00 41.10 39.96 N 60'19.53" E EC11 132.50 208.13 187.38 N 80'41'07" E 15' SANITARY SEWER EASEMENT _ LINE TABLE LINE BEARING LENGTH SL1 S 13'37'22" E 5.79 SL2 S 7622'38" W 197.15 SL3 N 54'18'53" W 15.00 SL4 N 76.22'38" E 202.71 SL5 S 13'37'22" E 9.21 DETENTION POND EASEMENT LINE TABLE LINE BEARING LENGTH EL1 N 4W42'18" W 1 30.82 MIDEB NOMINEES, INC LOWE'S HOME CENTER DEED BOOK 620, PAGE 793 "-� ASPHAL' `'�e.41.92 ., � _•TIE WL1 S 4326'43" W 10.00 TRANSFORMER L131 s�5�r"- L�•� WL2 N 45'54'36" E 37.60 4 4 PAD 11 78.3$31" E) "=�� '. WL3 N 35'41'07" E 191.17 0�10 © 4 4 ©� W/TRANSFORMER N 5�25 E WL4 S 54'18'53" E 10.00^(�� 4 4 44 4 Q 356,68' WL5 S 35'41'07" W 192.06 %K �y4 4 4 " m EC7 6 WL6 S 45-54'36" W 38.61 �y 4 4 N 113 9 4 4 �� EL3�d Q RIDGE AT HAMILTON CROSSING % INGRAM D. TYNES LEGENDS AT HAMILTON PARK APTS DEED BOOK 2378, PAGE 960 MAP BOOK 2418A, PAGES 3329B/3330A \ -Ix A 4 Fo\ \ \ .. 4 3' \ ry T PERMANENT UTILITY EASEMENT LINE TABLE LINE I BEARING ILENGTH EL8 N 42-53'37" W 125.38 / c ACCESS EASEMENT LINE TABLE LINE BEARING LENGTH ALI S 3545'08" W 2.40 AL2 N 5418'53" W. 9.32 AL3 S 5418.53" E 4-4.80 AL4 S 3545'08" W 68.26 AL5 N 5418'53" W 69.72 AL6 S 35'41'07" W 49.64 AL7 S 5418'53" E 184.21 TELECOMMUNICATIONS VAULT LOCATION MAP N.T.S. PERMANENT UTILITY EASEMENT CURVE TABLE CURVE I RADIUS I ARC LENGTH CHORO LENGTH CHORD BEARING EC7 38.50 25.65 25.12 I N 64'00'00" W L2 RFNCHIVIARK OWNER: ` S 77-11 IRON PIN W/CAP FRANK M. EGGERS II 271 t -- -_ E 2,565,335.284 5498 N ANGELA ROAD -71.2o'-nE NOTES ` EL 885.91' MEMPHIS, TENNESSEE 38120 1) PROPERTY LIES IN THE NAME OF FRANK M. EGGERS II AND IS OF RECORD IN DEED BOOK 2497, PAGE 2191. ALL INSTRUMENTS ARE OF REGISTER'S OFFICE OF KNOX COUNTY, TENNESSEE. 2) THE PURPOSE OF THIS PLAT IS TO CREATE FIVE LOTS FROM ONE PARCEL, A 15' SANITARY SEWER EASEMENT, 10' WATER LINE EASEMENT, NON-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT, DETENTION POND EASEMENT, OPEN SPACE CONSERVATION BUFFER AND TO DEDICATE RIGHTS -OF -WAY AS REQUIRED. W 3) PROPERTY IS SUBJECT TO ANY FINDINGS OF AN ACCURATE TITLE SEARCH. NO TITLE WORK FURNISHED TO SURVEYOR S 35'36'34" PRIOR TO SURVEY. 294.81' 4) THE SURVEYOR IS NOT RESPONSIBLE FOR ANY DETERMINATION OR LOCATION OF ANY U NDERGROUND CONDITIONS NOT VISIBLE AND INCLUDING BUT NOT LIMITED TO, SOILS, GEOLOGICAL CONDITIONS, PHYSICAL DEVICES AND PIPELINES 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 1-800-351-1111 (TN ONE CALL). 5) IRON PIN CORNER MARKERS AT ALL LOT CORNERS, UNLESS DESIGNATED OTHERWISE 6) "TENNESSEE STATE PLANE" NORTH BASED ON COORS REFERENCE STATION EDK1, MAINTAINING COORDINATES OF N 595371.8343, E 2518030.8153. DISTANCES HAVE NOT BEEN REDUCED TO GRID DISTANCES. 7) PROPERTY IS ZONE "E-1", PLANNED COMMERCIAL UNIT DEVELOPMENT. REQUIRED BUILDING SETBACKS SHALL BE IN CONFORMANCE WITH ZONE AND PER APPROVED DEVELOPMENT PLAN. 8) SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X", BEING OUTSIDE THE 500 YEAR FLOOD ZONE PER THE NATIONAL INSURANCE PROGRAM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 47009CO138C, LAST REVISED 19 SEPTEMBER 2007. 9) A UTILITY EASEMENT CONTAINING 0.25t ACRES GRANTED TO THE CITY OF MARYVILLE AND THE CITY OF ALCOA BY EASEMENT AGRE EMENT EXECUTED ON NOVEMBER 19, 2008, AND RECORDED IN RECORD BOOK 2216, PAGE 530, IN THE REGISTER'S OFFICE OF BLOUNT. COUNTY, TENNESSEE. 10) A PERMANENT DRAINAGE EASEMENT CONTAINING 1,319t SQUARE FEET ACQUIRED BY THE STATE OF TENNESSEE FOR THE BENEFIT OF THE CITY OF ALCOA PURSUANT TO THE AFORESAID AGREED ORDER OF POSSESSION ENTERED S 35"45'08" W JANUARY 5, 2009. IN THE CIRCUIT COURT FOR BLOUNT COUNTY, TENNESSEE AND BEING RECORD IN RECORD BOOK 2218, PAGE 889, IN THE REGISTER'S OFFICE OF BLOUNT COUNTY, TENNESSEE. F� 1\ 21.a0' S 10' WATER LINE EASEMENT �' , 59,849t SO. FL ^ 125.53' T \ \TIE ��' 2,297t SO. FT. 4 by 1.374t ACRES + 4r p / 11) PROPERTY IS SUBJECT TO ANY AND ALL RESTRICTIONS, CONDITIONS, PLANNING COMMISSION REGULATIONS, ZONING \ �':.;; �? o^ tx ORDINANCES, RIGHTS -OF -WAY, EASEMENTS AND BUILDING SETBACK REQUIREMENTS. IF ANY, AFFECTING SAID � / "�� • v LEGEND PROPERTY ONLY THOSE FEATURES CLEARLY EVIDENT UPON THE SURFACE OF THE GROUND AND/OR NOTED IN THE S(+ h y p DEED REFERENCED HEREON ARE SHOWN. \ :.F ELECTRICAL 41, N 42'39'40" W ^� 3Q SSS3 �Q�v / VAULT • IRON PIN FOUND 12) UTILITY, CONSTRUCTION AND DRAINAGE EASEMENTS SHALL BE 5 FEET ON EACH SIDE OF ALL INTERIOR LOT LINES a AND 10 FEET ON ALL INSIDE OF ALL EXTERIOR LOT LINES AND STREET RIGHTS -OF -WAY, AND PER UTIUTY \ \ ` 255.73I o • �°�.oc� IRON PIN SET PROVIDER'S SPECIFICATIONS FOR ALL AS -BUILT UTILITIES, UNLESS OTHERWISE NOTED. \ ` \ �^ Aj:/� t221 LOT NUMBERS 13) A NON-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT IS HEREBY ESTABLISHED FOR THE PURPOSES OF \ �\ ?S�''""'•'::� �� �ry Gj \� ` ° " SHOWN. LL NECESSARY VEHICULAR AND rnIVEHICULAR AND PEDESTRIAN AN INGRESS AND EGRESS NIMPROVEMENTS TO BEUPON, AND CPLACED WITHIN SAIDROSS THE TEASEMENTAREAS SSHALL ^j S 42i 816 W FOUND CALLS BE CONSTRUCTED AT SUCH TIME EACH ADJOINING LOT DEVELOPS, WITH THE EXCEPTION OF A CERTAIN PORTION PERMANENT UTILITY \ \ \ \ �',S• 1O / (S 4218' W) RECORD CALLS ALONG HUNTER'S CROSSING DRIVE ON LOTS 2 AND 3. IMPROVEMENTS TO BE PLACED WITHIN THIS CERTAIN EASEMENT \ \ / EASEMENT PORTION SHALL BE CONSTRUCTED IN THE ENTIRETY TO PROVIDE FOR A SECONDARY POINT OF ACCESS \ 50' TRANSMISSION LINE d' DEED BOOK 2216, PAGE 530 \ 101,950f SQ. FL SANITARY SEWER MANHOLE TO AND FROM HUNTER'S CROSSING DRIVE AT SUCH TIME LOT 2 OR LOT 3 DEVELOPS, WHICHEVER OCCURS FIRST. (SEE NOTE 19) \ \ 2 }::. EASEMENT 2.340t ACRES / \ \ .........`, DEED BOOK 218, 369 \ (SEE NOTE 120) 4� / 0 STORM DRAIN MANHOLE 14) LOT 4 IS FOR COMMON OPEN SPACE AND DETENTION/WATER QUALITY PURPOSES ONLY OF WHICH NO HABITABLE 4- i / STRUCTURES SHALL BE PLACED. THE SAID LIMITATIONS OF USE FOR LOT 4 MAY BE MODIFIED AND/OR RELEASED IN \ pal . " WATER VALVE THE FUTURE SHOULD THE COMMON STORM WATER QUALITY AND QUALITY THEREON BE DETERMINED FEASIBLE FOR 43 26 43 W �Ci / av RELOCATION OFFSITE FROM THIS SUBDIVISION, BUT WITHIN THE HUNTER'S CROSSING "SHOPPING CENTER" 88.89' L.19 / GAS VALVE DEVELOPMENT, AS PROVIDED FOR PER THE BLOUNT COUNTY RECORDED DOCUMENT MISC 129-640 AND UPON \ \ \ 5 / O CATCH BASIN/DROP INLET STRUCTURE APPROVAL BY THE CITY, IN CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. L5 / 15) ALL UTILITIES SHALL BE UNDERGROUND UNLESS OTHERWISE APPROVED 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 35'35' 11 " W 76.13 L5 N 54.14'34" W 8.17 L6 S 8656'34" W 72.94 L7 N 41'46'25" W 41.15 L8 N 41'59'43" W 7.27 L9 N 3559'41" W 87.76 L10 N 38"15'59" W 9.18 L11 N 43'26'43" W 57.70 L12 N 54'11'32* W 6.19 L13 N 35-41'07" E 1 14.47 & �\ .1LLLLLLL D'ElENTi' I_LLL. 4 �W LLLLLLi951BASIN Fr.-LLII. _LLLLi_��I_�LL•y� Sg s y� F LLLLLLLLL "� . �s3 38+ ess: ly 17 LLLLL,I -/ es ,.1 1_I-� N 35'41'07" E L12 SG2 182.14 i RIGHT-OF-WAY DEDICATION 12 7,392 SO. FT. L 35'48'28" W (S 35.47'24" W) 661.26' (736.26') \ JP FIRE HYDRANT qy CB _ 16) PUBLIC SIDEWALKS SHALL BE INSTALLED ALONG EACH LOTS ROAD FRONTAGE AT TIME OF DEVELOPMENT, IN R= 5821.05' L20 O \ i Py�?�/ S 35*45,08„ W tV31 WATER METER (ANDOTRAIL/SEE PLATCITY NOTE #1) TO OCCUR AT TIME OF DEVELOPMENT OFLOT 4'S INSTALLATION OF SIDEWALK CHORD DATA: , UTILITY POLE „•, S 42'S5'S9" E 141 .39 Q 17) RESPECTIVE TRAIL SECTIONS SHALL BE INSTALLED WITHIN EASEMENT AREA, AS SHOWN, AT TIME OF DEVELOPMENT RIGHT-OF-WAY DEDICATION i �\ \ :: .... L= 215.60' �Q`�Q`� � - 17H- OVERHEAD UTILITY LINE OF LOTS 3 AND 5. 5,332t SQ. FT. A G - GAS LINE 18) A MINIMUM OF FIVE PERCENT (52.) OF LAND AREA TO BE DEDICATED TO COMMON AREA OPEN SPACE, 22,390d: PERMANENT DRAINAGE EASEMENT i�'" O SQUARE FEET (OR 0.5141 ACRES), AS PART OF THIS PHASE OF DEVELOPMENT. THE OPEN SPACE CONSERVATION �::::: 4 / BUFFER AND FUTURE TRAIL INSTALLATIONS TO SATISFY THE OPEN SPACE REQUIREMENTS. DEED BOOK 2218, PAGE 889 \ �� .;:: (�1,,,,.;.!'� / w - WATER LINE (DETAIL A)(SEE NOTE #10) - \ \\ \ ": L$;: ;�> ; S 35*45'26" W E - ELECTRIC LINE 19) WARRANTY DEED HUNTERS BOOK OOK1619VE wPAGE DEDICATEDAS 84 OTHE REGISTER'STO THE CITY OFFICEOF BLOUNALCOA AS A T COUNTY, TENNESSEEC ROAD, D WITHIN 186.05' -UGT- UNDERGROUND UTILITY LINE 20) VEHICULAR ACCESS AT MIDDLESETTLEMENTS ROAD FROM LOTS 1 AND 5 SHALL BE RESTRICTED TO NON-EXCLUSIVE PERMANENT UTILITY \ :�•'•: / PERMANENT CROSS ACCESS EASEMENT, WITH SAID TO BE LIMITED TO RIGHT-IN/RIGHT-OUT ONLY. ADDITIONAL EASEMENT & 47.74 / (150.60') - - SS - - SANITARY SEWER LINE VEHICULAR ACCESS TO MIDDLESETTLEMENTS ROAD SHALL BE PROHIBITED. DEED BOOK 2216, PAGE 530 1 46• /TRANSFORMER E> / PAD RECORD CALLS LINE TABLE LINE BEARING LENGTH L1 (S 11'21'29" E) (128.10) L2 (S 31-12'58" W) (74.19) PROPERTY CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH I CHORD BEARING C1 99.00 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 4 4/ �59�3,'s;� 4© 4 4 4^ 48'3 o, w Q�ecTT'��t 4 4/ /C12 1 Q S 124.66 fo0� / EC10 05p� r� a NON-EXCLUSIVE PERMANENT .� gym/ CROSS ACCESS EASEMENT ly'b/ OPEN SPACE CONSERVATION 511924t SO, FT. � BUFFER 5, 6R2±SO, FT. (SEE NOTE #13) r (SEE NOTES f17 & #18) Q 177,449t SQ. FT. 4.074t ACRES (SEE NOTE 120) 52 92t SO. FT. O,1y5 gC5 L L L t3 L L L t3t ACRES N�CghL_LI_LLLLLLLL m 0 55,294t SO. FT, N 1.269i ACRES �'8s O2t,3 �a 9+ , 15' SANITARY SEWER EASEMENT 10,512t SQ. FT. TRANSFORMER PAD W/TRANSFORMER / GAS PEDESTALCOMMMUNICA71ONS \ \ PEDESTAL \ j TELECOMMUNICATIONS CONCRETE PAD PEDESTAL W/SIGNAL BOX \ GRAPHIC SCALE OPEN SPACE CONSERVATION BUFFER EASEMENT LINE TABLE LINE BEARING LENGTH EL2 S 11*25'50" E 24.03 EL3 N 78*34'10" E 42.69 EL4 S 54.18*53" E 4.65 EL5 S 3535' 11 " W 25.00 EL6 N 54.18'53" W 209.95 EL7 N 5418'53" W 10.44 STORM DRAIN PIPE AND 21) ALL NECESSARY VEHICULAR AND PEDESTRIAN IMPROVEMENTS TO BE PLACED WITHIN SAID EASEMENT SHALL BE CONSTRUCTED HEAD WALL STRUCTURE AT SUCH TIME EACH ADJOINING 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 RIP RAP PORTION SHALL BE CONSTRUCTED IN THE ENTIRETY TO PROVIDE FOR A SECONDARY POINT OF ACCESS TO AND PERMANENT DRAINAGE EASEMENT FROM HUNTER'S CROSSING DRIVE AT SUCH TIME LOT 2 OR LOT 3 DEVELOPS. WHICHEVER OCCURS FIRST. ® DEED BOOK 2218, PAGE 889 AREA BEFORE: AREA AFTER: -- [ILDZIILC RIGHT-OF-WAY DEDICATION PARCEL 022.00 460.561t SO. FT. LOT 1 101,950t SO. FT. ' 50' POWER LINE EASEMENT DEED BOOK 218, PAGE 369 10.573f ACRES 2.340t ACRES LOT 2 5 374t S 1.374± ACRES PERMANENT UTILITY EASEMENT LOT 3 55,295t SO. FT. DEED BOOK 2216, PAGE 530 1.269t ACRES - �rA LOT 4 53.293t SO. FT. L -!L _J - - -..-----•--....... ._.. __.. _.. _.. �..,�,., 1.1lSt ACRES 100 0 50 100 200 400 ® NON-EXCLUSIVE PERMANENT CROSS ACCESS EASEMENT LOT 5 177,449t SO. FT. 4.074t ACRES �ki�r~;tisi 15' SANITARY SEWER EASEMENT R.O.W. DEDICATION #1 5,332t SQ, FT. 0.122t ACRES IN FEET L L L L�l DETENTION' BASIN EASEMENT R.O.W. DEDICATION #2 7,392t SQ. FT. 0.171t ACRES 1 inch = lOOft. �� 1V WATER LINE EASEMENT TOTAL 460,561t SQ. FT. TOTAL 460,561t SQ. FT. 10.573t ACRES 10.573t ACRES 2018 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. -Alk 10308 Hardin Valley Road FINAL PLAT FOR THE FINAL PLAT M BENCHMARK ASSOCIATES,INC. Knoxville, Tennessee 37932 WEIGEL'S AT HUNTER'S CROS IN G DATE: 24 SEPTEMBER 2018 SHEET T°sm � Land Planners w nm wo"m av 19 RIGHT-OF-WAY DEDICATION CURVE TABLE CURVE RADIUS I ARC LENGTH I CHORD LENGTH CHORD BEARING C4 5771.06 213.76 213.75 N 42'55'S9" W DRAINAGE EASEMENT CURVE TABLE CURVE RADIUS I ARC LENGTH CHORD LENGTH CHORD BEARING DC1 5771.06 40.00 40.00 N 43'03'44" W COA PROJECT DEV-18-02 3 SCALE: I° =100' Land Surveyors Phone (865) 692-4090 DRAWN BY: LGAS Facsimile (865) 692-4091 HUNTER'S CROSSING DRIVE FILE NAME: 17199-SD ALCOA, TENNESSEE 37801 BM PROJECT NO.: 17-199 1 of 1 err Map File FILE Page 3800B