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4719Ar � - z4x36, SANITARY SEWER EASEMENT LINE TABLE Line # Direction Length L41 N15'53'14"W 180.95' L42 - N32'49'19"E 19.82' L43 S57'10'41"E 20.00' L44 S32°49'19"W 10.78' L45 S15°53'14"E 181.71' LINE TABLE Line # Direction Length L1 857"19'09"W 46.61' L2 S57°19'09"W 51.97' L3 S57"19'09'W 157.45' L4 S45042'39"W 46.79' L5 S21021'20"E 20.14' L6 N49"18'48"E 49.88' L7 N75"33'26"E 197.42' L8 S89°03'12"E 34.07' L9 S031511131W 21.24' L10 S78°40'25"W 59.11, L11 S42"59'53"W 25.33' L12 S64"19'58"W 106.44' L13 S49'16'32"W 91.64' L14 S60"04'58"W 195.22' L15 S28"54'49"W 147.36' L16 S27°34'10"W 70.04' L17 S09"19'16"W 57.92' L18 S42'33'07"W 141.18' L19 S65"05'48"W 91.76' L20 N60°41'46"W 40.22' NOTES: 1. TOTAL AREA-+/-45.10 ACRES OR 1,964,867 SQUARE FEET 8 GRID COORDINATES SHOWN ARE STATE PLANE WITH NO SCALE FACTOR APPLIED, GEODETIC AND GRID LEGEND 2. ZONING - INDUSTRIAL PER CITY OF MARYVILLE ZONING MAP COORDINATES ARE RELATIVE TO NAD83 DATUM AND WERE ESTABLISHED BY DIFFERENTIAL SURVEY 0 IRO Iron Rod Found D WV Water Valve 3. ALL SETBACKS WILL BE IN ACCORDANCE WITH THE CITY OF MARYVILLE ZONING ORDINANCE GRADE GPS. FRONT- 60' ALONG ROBERT C. JACKSON DR. & BIG SPRINGS RD. 9. UTILITY & DRAINAGE EASEMENT OF 10' INSIDE ALL EXTERIOR LOT LINES AND ALONG ALL ROADS. 5' 99 CB Catch Basin -°- Sign SIDE- 50' (BETWEEN TWO LOTS) UTILITY AND DRAINAGE EASEMENT ALONG BOTH SIDES OF ALL INTERIOR LOT LINES (BY PLAT). 0 PTP Power/Tel Pole REAR- 60' ALONG LAUREL BRANCH 10. THERE SHALL BE NO CLEARING, GRADING, CONSTRUCTION OR DISTURBANCE OF VEGETATION EXCEPT AS ® EJB Electric Junction Box 4. A PORTION OF SUBJECT PROPERTY DOES LIE WITHIN THE FLOODWAY PER COMMUNITY PANEL NO 47009COl19C, PERMITTED BY THE CITY OF MARYVILLE INSIDE THE 30' WATER QUALITY BUFFER AS SHOWN ON PLAT. >-- GW Guy Wire Anchor DATED SEPTEMBER 19, 2007. FLOODWAY AND 100 YEAR FLOOD SHOWN HEREON TAKEN FROM FEMA FLOOD MAPS. 11. THE DETENTION AREA CANNOT BE ALTERED OR FURTHER DEVELOPED WITHOUT SUBMISSION OF AN 0 PP Power Pole 5. BLOUNT COUNTY TAX MAP 56, PARCEL 071.00 ALTERNATE FACILITY DESIGN AND THE APPROVAL OF THE CITY OF MARYVILLE DIRECTOR OF 0 TP Tel Pole 6. REFERENCE RECORDED PLAT: BLOUNT COUNTY MAP FILE 4081A, 40818, 4082A & 40828 ENGINEERING AND PUBLIC WORKS OR HIS/HER DESIGNEE OR STORMWATER ENGINEER. 0 WM Water Meter LP Light Pole REFERENCE RECORD DEED: DEED BOOK 2666, PAGE 2780. 12. THE PROPERTY OWNER SHALL MAINTAIN THE STORMWATER FACILITY, IN GOOD WORKING ORDER 0 TJB Telephone Junction Box 7. UTILITIES THAT ARE VISIBLE (ABOVE GRADE AND OVERHEAD) AND RELATED EQUIPMENT AND APPURTENANCES (POLE, ACCEPTABLE TO THE CITY ENGINEERING AND PUBLIC WORKS DEPARTMENT. MINIMUM MAINTENANCE OF - FH Fire Hydrant WIRES, VALVES, MANHOLES, ETC.) ARE SHOWN BY FIELD LOCATION TO THE LEVEL OF DETAIL AND ANNOTATION SAID FACILITIES SHALL INCLUDE SEDIMENT, DEBRIS, OIL, HYDROCARBONS, AND FOREIGN MATERIALS °-0 PTLP Power(rel/ Light/Pole REQUESTED BY THE CLIENT. UNDERGROUND UTILITIES ARE NOT VISIBLE. THEREFORE THEY ARE SHOWN BASED ON REMOVAL; CUTTING AND REMOVAL OF WOODY VEGETATION ON AN ANNUAL BASIS; AND KEEPING sr STMH Storm Manhole AVAILABLE AS -BUILT AND INVENTORY MAPS (IF ANY) FROM THE UTILITY OWNER AND FIELD LOCATION OF UTILITY TRACER EMERGENCY SPILLWAYS FUNCTIONAL AND CLEAR OF WOODY VEGETATION AND DEBRIS SO THAT THE sn SAMH Sanitary ManHole MARKINGS AND PAINT (IF ANY) BY THE LOCATION AND INVENTORY IS THE RESULT OF NORMAL DUE DILIGENCE, HOWEVER OPERATION AND CAPACITY OF THE STORMWATER AND/OR WATER QUALITY FACILITY CONTINUE TO _7Wetlands THE SURVEYOR MAKES NO WARRANTY OR GUARANTEE THAT ADDITIONAL UTILITIES, ACTIVE OR ABANDONED DO NOT FUNCTION AS DESIGNED. W WATER LINE EXIST AND WITHOUT VERIFICATION VIA EXCAVATION, THIS MAP'S REPRESENTATION OF THE UTILITIES MAY DIFFER FROM 13. THE OWNER SHALL HAVE RESPONSIBILITY FOR THE PROTECTION AND MAINTENANCE OF THE WATER ACTUAL LOCATION. QUALITY BUFFERS ON LOT 4R-1 AND 4R-2 AND THERE SHALL BE NO CLEARING, GRADING, CONSTRUCTION OHP OVERHEAD POWER OR DISTURBANCE OF VEGETATION WITHIN THESE BUFFERS EXCEPT AS PERMITTED BY THE CITY OF MARYVILLE. ST STORM LINE N01e32'36"W W --w ca W CB W 3 W W SA SANITARY LINE -- 46.39' W 0 p' RC ST 3 sr �W NI I°57'56"W +/-120' TO IGN ST `�- CB - CL/CLINTERSECTION "M N O IT Z M O Z mot' E- LO to I`r 600 v > h C O O Yco � 00 2 N ca O ca N LL O y )00 W to °° CV Q > M Q O - in CO 30" RCP v CB W ROBERT C. JACKSON DR E 0) CB(2) 18"RCP \'\y� CS &BIGSPINGSROAD FH WV(2) 00 \� C 3p„ RCP \, U) d RCP Cl EJB^ti IRo C2 Rcpw G,®„ op ROBERT C. JACKSON DRIVE ' I ) 30 C9 --L78 6°tip N1 CB (VARIABLE WIDTH ftlW) -, W - -- ~ ° _ i _ W W z o ' to 30 RCP P In 09 _ S� �� �lF� - __- �- 24"RCP W W W - _ CB 24 RCS � o o � 1 L85 ` 60' BUILDING EJB IRO 24" RCP S P EJB(2) I v WATER QUALITY BUFFER LINE TABLE Line # Direction Length L46 S57°19'09"r7Y 84.55' L47 S57"19'09"W 160.50' L48 S45°42'39"W 69.72' L49 S21°21'20"E 82.34' L50 S29055'02"E 9.00, L51 S60°04'58"W 187.32' L52 S28°5449'W 156.08' L53 S27"34'10"W 75.21' L54 S09°19'16"W 53,79' L55 S42"33'07"W 126.25' L56 S65-0548"W 70.43' WATER QUALITY BUFFER LINE TABLE Line # Direction Length L57 N60'41'46"W 32.20' L58 N88011'14"W 91.34' L59 S39"13'23"E 88.62' L60 S74"59'5TE 46.31' L61 S32'3B'12"E 22.93' L62 S01'00'02"E 20.35' L63 S82°5747"W 25.58' L64 S69018'49"W 80.92' L65 S53"54'57"W 98.76' L66 S70°29'08"W 172.49' L67 S44°38'57"W 253.91' WATER QUALITY BUFFER LINE TABLE Line# Direction Length L6B S55°34'41"W 299.49' L69 S31°46'08"W 114.92' L70 S54'55'50"W 53.84' L71 S84'35'52"W 47.45' L72 N53'59'50"W 51.29' L73 N60'07'44"W 114.09' L74 S72'12'51"W 105.87' L75 S60'34'32"W 186.01' L76 S53°54'10"W 63.39' L77 S88-27-24-W 34.85' (NOT TO SCALE) 3p" R IRO �� $0 VgA n� SETBACK LINE ST 24" RCP IRO 30p0 �� ° o 2 COMMUNICATION-------ST- ST RCp CB , IRO r z o ✓� o �Z POB C/L BOX IRO -ST 2-�P 24 QQ,QjT CB 2) w r rtt`tutuiunurq, � P�a2 POB DETENTION 20' ACCESS C3 S - ,33�'E o c w z z ,oW/4 S$$e27'24"W U BASIN/WATER r- EASEMENT o r n C4 IRO N1�o3Z \ \rNoo T W LAND S l P •FO ap , 44.18' �St� ��$1 \ �9` QUALITY EASEMENT 01� N38 00 52 E EJB w ¢ _ Q WETLANDS \ ' 18"RCP �� 2 w 4. SIGN MARKER !90 °� DETENTION 117.11 - _ _ _ _ ---- �� IRO \ 4 Z ZL ' o w I a " C r \S �$ -�BASIN/V1/ATER �- B0' BUILDING \`\\ r r w o I Z .". ... n11A1 ITV m, ....,. nv IINE m 3 2 , n J , M ACCESS/DETENTION BASIN/ WATER QUALITY EASEMENT LINE TABLE Line # Direction Length L78 S26'20'05"W 64.60' L79 S00°10'47"W 82.31' L80 S09°19'44"E 72.33' L81 SII'14'27"E 119.68' L82 N0901944"W 17.5W L83 N09'16'40"W 33.87' L84 N00°1947"E 81.48' L85 N26'20'05"E 33.06' L86 S73°11'49"E 76.74' L87 S05'02'36W 61.98' L88 S75°59'10"W 170.07' L89 S14"00'50"E 14.22' L90 S75°59'10"W 20.00' L91 N14-00-50"W 14.22' LINE TABLE Line # Direction Length L21 N88011'14"W 18,12' L22 S39"13'23"E 13.05' L23 S74"59'50"E 48.25' L24 S32"38'12"E 43,05' L25 S01°00'02"E 55.84' L26 S82°5747"W 30.17' L27 S82"5747"W 18.81, L28 S69*18'49"W 73.27' L29 S53°54'57"W 99.07' L30 S70"29'08"W 169.98' L31. S44"38'57"W 249.90' L32 S55°34'41"W 296.04' L33 S31°46'08"W 114.74' L34 S54"55'50"W 67.93' L35 S84°35'52"W 66.73' L36 N53'59'50"W 61.02' L37 N6000744"W 99.23' L38 S72"12'51"W 89.56' L39 S60'34'32"W 181.20' L40 S53054'10"W 70.97' CURVE TABLE Curve # Length Radius Delta Chd. Length Chd. Bearing C1 389.81' 1412.00' 15049'03" 388.57' N12'35'15"E C2 483.29' 1404.50' 19'4Z56" 480.91' N28009'24"E C3 191.00, 995.50' 10°59'34" 190.71' N32°31'04"E C4 286.39' 995.50' 16"29'00" 285.41' N18'4647"E C5 232.26' 625.00' 21°17'33" 230.93' N81°11'12"E C6 257.96' 575.00' 25042'15" 255.80' N83'23'33"E C7 337.67' 725.00' 26"41'09" 334.63' S70"24'46"E C8 100.01' 1419.50' 4"02'12" 99.99, N00"28'30'E ACCESS/DETENTION BASIN/WATER QUALITY EASEMENT CURVE TABLE Curve # Length Radius Delta end. Length Chd. Bearing C9 46.11' 101.00, 26"09'18" 45.71' S13°15'26W C10 49.35' 63.29' 440401V 48.1V N64"3647"W C11 41.54' 91.00, 26009'18" 41.18' N13015'26"E C12 65.20' 67.15' 55°37'53" 62.67' N80°07'00'E C13 80.56' 363.20' 12°42'32" 80.40' S64°22'40"E C14 58.88' 61.23' 55°0549" 56.64' S25050'14"E C15 24.76' 20.00' 70°56'34" 23.21' S40°30'53"W :� \ ! EASEMENT �� / o ' " V w 9 cP / PIP d ° 3 C�2., G .� \ �`� 81.84' \ Q °NFS...E . ZONEA o r n U rr4nuntm a cJs �8�,-� / s o• eU N84 11 16 E \ \ o 0 _ F�ACkO/NG 69.60 1 LOT 4R-1 / o / `'"F \ \ �\ on o o = z / (O IRO Cl) i �C 16.273 ACRES�?� \ 3 0 O F N/F: CITY OF MARYVILLE -f -' W / e`��`' \ ro 708 830 SQ FT / Q & BLOUNT COUNTY 9 � PIP 240• 0 �O D.B. 2238, PG. 2399 o ° (') \ N J ©TJB �`� ' OU WATER Jv��SF 9U/� / TJB© o\ I o P \\. AL/TY BU 6 ,t'1 1Ck ��Nc \z ,� Z -=0 O 7 ' o p, V L69 5 \ \ WM WV a o FH 5 = I O LOT 4R-2 P \ IRO 03 ° I l o ' \ L33 \ / 28.833 ACRES s83°4s'20"E \�\ N 1 �/ W \ G� I o O LL U W \ \� 17255,984 SQ FT 339.211 y WY W W � -� Q Q� U) o - Q \Sq 20' N I o '' Z O= O J Z \ SAMH S,q `'�2 \ \ \ \ ,�P 3Ss v / /t J r , W GRAVEL \ Q Pz ^^ z \43� ROAD O " P o- Z Q 0! \ . \ ZONE AE\ \ .(� / \ \48'E / - - 0 ro ' O Q FLOODWAY �\ ^ Sqg°3 , \313S , 26'S / PTP o Z \4 °�� b�ti Wg! o \ \ IMF/V?- lyF / / i 7oI 55 z > m f-- O O ,tn. \ \ N/F: CITY OF MARYVILLE o \� L J ' IRO o 71 O -"I & BLOUNT COUNTY �\ o0� U\ I I = ' U) Q m D.B. 2238, PG. 2399 \\ �� //^\\ �"° TRANSMISSION PTPI = 18"'CMP 00 \ m .q��� LINE TOWER �I v o ' Certification of the Approval of Water Utilities 9 ry N \ 20' g = PP ! � ^ %F ANIT I hereby certify that the water Improvements have been installed In an acceptable \ C� \A o �r O \ `_'L7-,1` '4SF4 r s,- � I o 10'� PVC manner and according to the specifications of the Maryville Subdivision !2 ! �^ W ._ 30 \ ` NT w R 18" CMP regulations in the subdivision shown hereon, provided that the developer makes Q W \ ( U = proper provisions and pays theT . required fees to the South Blount Utility District. \ \ <i�j SS UgCi Y@UF ` \ -\ \ N3rz�L42x ° I I I o L43 ' 2'E SAMHQJG t' S \LSS \ \6561 A 0 Date Manager, South Blount Utility District \ \ �'2-_`L54�- LS36°23' W� ` N� .L4453 0 e - L52` 6, 2 \ \ �� TRANSMISSION �\ PT I SAMH LINE TOWER \ X_17 L16 '- \ k� o JB = L15\\ \ �� v PLP LPo ro 36" RCP o LOT 5 \ ! ,tee/ "' � W Certification of Approval of Road Names and Property Numbers (E-911): \ - sj �. v DEDICATED OPEN SPACE \ i 44 W Certification of Stormwater Facilities: ,o,. ,c, 8 / w 2 z I hereby certify that (1) the names of existing public roads shown on this plat are 29.26 ACRES = y o 4 w correct, (2) the names of any new roads, do not duplicate any existing names and I hereby certify that stormwater improvements Including all drainage structures36"RCP \ \ \ - j� 4j0 \' �St \ \ {y- -o o O m in said names are approved, and (3) the property numbers of the lots are shown in and appurtenances as shown hereon have been Installed in an acceptable \o < z u v CITY OF MARYVILLE Q conformance with the E-911 system. manner and according to the specifications of the Maryville Planning Commission, - \ _ o z z V F �6 �9 0 / = 15' SANITARY SEWER EASEMENT 2 Subdivision Regulations, Zoning and Land Use Ordinance and Public Works \ \ ,,, „y, „,,, -I -o -o O E w W i Standards and other adopted documents. \ ZONE AE �� n z a o W atD a coo E-911 AulhoriW \ \ 46 �v "°° ZONEAE S574438E aWETLANDS W 128 25 ram.' t" R•f3tauXt \ FLOODWAY a m IRO o o MARKER 255.841 O ❑ Date Stormwater Engineer/City Engineer \ \ !j yr = 15" CMP z Certification of Approval of Utilities: pTp G ry \ \ �� e4 ".; f O N N N \ � RN N N Certification of Approval of Utilities: \ ,� I hereby certify that electrical improvements have been or will be installed in an \ '�\ \ L2' I�Zam acceptable manner and according to the specifications of the Maryville Subdivision I hereby certify that water and sanitary sewer Improvements have been or will be _OIRO Regulations In the subdivision shown hereon, provided the developer makes Installed in an acceptable manner and according to the specifications of the Certificate of the Approval of Streets: \ \ . ' fl / o ��" proper provisions and pays the required fees to the City of Maryville pursuant to Maryville Subdivision Regulations in the subdivision shown hereon, provided the \' the rules and regulations of the city pertaining to extensions of the electrical developer makes proper provisions and pays the required fees to the City of I hereby certify that the streets and other Improvements have been Installed in an \ \ O • system. Maryville pursuant to the "Rules, Regulations, Rates and Policies" of the City of acceptable manner and according to the specification of the Maryville Subdivision \ \ ITP " I 15CM' p\ GRID NORTH (NAD83 x o M M Maryville Water and Sewer Department. Regulations and Public Works Standards in the ubdivision shown hereon. \ ,u.. L9/ I / (2011)) U F F r- o t� y glneer/Manager, Rlpryville/Ateoa / SdLC �eL /14/ +�L4T/r \ \ Sq n z \ 0 50 100 200 J Electric Department L.L 9 ---.� Date Maryville City Engineer \ \ \\ S\ " /IRO / b . z z z Date ngineer/Manager f A \ WETLANDS o Water and Sewer Department \ \ / pP AMH MARKER GRAPHIC SCALE Certificate of Approval for Recording: \ ' SCALE: 1" = 100' Certification of Survey Certificate of Ownership and Dedication: Certificate of Accuracy: 1 hereby certify that the subdivision plat shown hereon has been found to comply Y A \ pVC i - I (we) hereby certify that I am (we are) the owner(s) of the property shown and I hereby certify that the plan shown and described hereon Is a true and correct 9 Y Maryville, P Y dY category \ ----- //o.,� with the subdivision regulations of the City of Ma ills, with the exception of such I hereby certify that this is rate o I survey and the ratio of precision � PIP described hereon and that I (we) hereby adopt t n of subdivision with my survey to the accuracy required by the Maryville Planning Commission and that variances. If any, are noted in the minutes of the planning cam and that it of the unadjusted survey is 1: /9 do0 as shown hereon. This survey P ' \ (our) free consent establish the minlmu ng restn ion Ilnes, and dedicate all the monuments have been placed as shown hereon to the specifications of the has been approved by the of recording In the offic the county register. has been prepared In accordance with The Standards of Practice for Land Survey In -��.__ ./ \ Sq �\ streets alleys, arks and other o aces ublic o rivate use as noted. Maryville Subdivision Regulations. the state c Tennessea. IRO Y.P _ P ry 9 _ _\' OWNER/OWNERS: SHEET 1 OF 1 �UhUU�y ��Q Tenn. Reg. No. `733 Phyllis Lee Crisp, Register T a I o AMAZON.COM SERVICES LLC Date Owner 4oates", BlountCounty Tennessee j Rae #: 671578 ' o v PO BOX 80416 'Registered Land Surveyor Secf a ,P nnin oRhission Date: Il'`lr "��' Rea Id: 15.00 Instrument #: 3001361 I .= I SEATTLE, WA98108-0416 FILE NO• 34983-05 State: 0.00 Clerk: 0.00 Recorded --a I /t Oder: 12.000 1/31/2025 at 10:05 AM Copyright 2018, Barge Design Solutions, Inc. ALL RIGHTS RESERVED F:\34\34983\3498305\04 CAD\SURV\34983.05 Platdwg, 11/15/202410:58:36 AM,1NBridwell /'� trap File FILE Pen 4719A-4719A