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4721BSANITARY 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 S32049'19"W 10.78' L45 S15-53-14"E 181.71' LINE TABLE Line # Direction Length Ll S57°19'09'W 46.61' L2 S57°19'09"W 51.97' L3 S57°19'09"W 157.45' L4 S45°42'39"W 46.79' L5 S21"21'20"E 20AW -L6 N49°18'48"E 49.88' L7 N75"33'26"E 197.42' L8 S89°03'12"E 34.07' L9 S03'51'13"W 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 S2805449"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°0548"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 COORDINATES ARE RELATIVE TO NAD83 DATUM AND WERE ESTABLISHED BY DIFFERENTIAL SURVEY 2. ZONING -INDUSTRIAL PER CITY OF MARYVILLE ZONING MAP O IRO Iron Rod Found D WV Water Valve 3. F MARYVILLE ZONING ORDINANCE GRADE GPS. ALL SETBACKS WILL BE IN ACCORDANCE WITH THE CITY O MARYVI 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' ® CB Catch Basin �- Sign UTILITY AND DRAINAGE EASEMENT ALONG BOTH SIDES OF ALL INTERIOR LOT LINES BY PLAT). SIDE- 50' (BETWEEN TWO LOTS) TY ( ) QJ PTP Power/Tel Pole REAR- 60' ALONG LAUREL BRANCH 10. THERE SHALL BE NO CLEARING, GRADING, CONSTRUCTION OR DISTURBANCE OF VEGETATION EXCEPT AS p 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 O 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 p WM Water Meter O TP Tel Pole 6. REFERENCE RECORDED PLAT: BLOUNT COUNTY MAP FILE 4081A, 4081B, 4082A & 4082B ENGINEERING AND PUBLIC WORKS OR HIS/HER DESIGNEE OR STORMWATER ENGINEER. LP Light Pole REFERENCE RECORD DEED: DEED BOOK 2666, PAGE 2780. 12. THE PROPERTY OWNER SHALL MAINTAIN THE STORMWATER FACILITY, IN GOOD WORKING ORDER p 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 PTLP Power/Tel/ 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 .�s,..a" Wetlands 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. _ W• This Pla-�supercecles Rloun+Coun�j Mai file 4?f9A. sT STORM LINE N01032'36"W W -W CB W CB W W W 14 SA SANITARY LINE 46.39' W 0„ RG 'S7 gp --ST W _` W N11°57'5G'W +/-1201TO W M SIGN RCP ST-__`�\WCB CULL INTERSECTION OF ON DRIVE IQ(714 N o O) M O z,t F_ to ftftrn OD V > M V C (0 O Y� y �00 N X O X Co M N LL N °= o 00 °D N O > co Q to U) 2 O 00 30' RCP v CB ROBERT C. JACKS E C: CB(2) 18°RCP 3p \W CB &BIGSPINGSROAD WV(2) \'�-- C IRO RCp C1. EJB CZ 30, W CB 7g ROBERT C. JACKSON DRIVE ' W `_ y I ° I I I o 30, RCP V1, RCp �- I�Cp VARIABLE WIDTH RIW) RCP / C9 --L78 _..SSA' oryl ` B W ( W''-� W _ o ra to 30 a GPI \1g _ \ ti - - EJB ` 124"RCP _i W W W "i- CB 24 RC __� IRO C �r r� C11 L85 t? 60' BUILDING IRO 24" RCP S P EJB(2) I ° WATER QUALITY BUFFER LINE TABLE Line # Direction Length L46 S57°19'09"W 84,55' L47 357°19'09"W 160,50' L48 S45°42'39"W 69.72' L49 S21°21'20"E B2.34' L50 S29055'02"E 9,00, L51 S60°04'58"W 187.32' L52 S28°54'49"W 156.08' L53 S27034'10"W 75.21' L54 S09°19'16"W 53.79' L55 S42"33'07"W 126.25' L56 S65005'48"W 70.43' WATER QUALITY BUFFER LINE TABLE Line # Direction Length L57 N60-41-46"W 32.29 L58 N88°11'14"W 91.34' L59 S39"13'23"E 88.62' L60 S74°59'50"E 46.31' L61 S32"38'12'E 22.93' L62 S01000'02"E 20.35' L63 S82"57'47"W 25.58' L64 S69°18'49"W 80.92' L65 S5305457"W 98.76' L66 S70°29'08"W 172.49' L67 S44038'57"W 253.91' WATER QUALITY BUFFER LINE TABLE Direction Length S55°34'41"W 299.49' rLine S31°46'OB"W 114.92' S54°55'50"W 53.84' S84°35'52"W 47A5' L72 N53"59'50"W 51.29' L73 N60°0744"W 114.09' L74 S72"12'51"W 105.87' L75 S6W34'32"W 186.01' L76 S53°54-10"W 63.39' L77 S88°27'24"W 34.85' (NOT T'O scoots) 30 ram, x, 93 VgA SETBACK LINE RCP CB 18 C PTP IRO 0p0 ��� o COMMUNICATION ST- __ CB 24 9 <T `�✓�'o c� P\�2V$POBDETENTION POBC/L BOX IRO ST---ST-- _-ST 2-PST 24„ RCP �� .240.37r IRO O CB 2) '� o -' `` `V,uunnnuuryii,p 6 20' ACCESS rZ�33 E ' I w' ` < .S88°27'24"W BASIN/WATER r EASEMENT C3 EJe IRO N�0°3 ` 1y�o tt _° o = z ``Q. FyA D!/.,0 ''', 44.18' �Q� i�a� U9 QUALITY EASEMENT C4 \ i1nw I w I ¢ ? o� N38°00'52"E - 2 WETLANDS \ �< DETENTION 117.11' - - 18"RCP _ _ IRO ,� y�� z I LU _ SIGN MARKER 1 I \6 9o\g9 f� BASIN/WATER = v J , m� = W I \ QUALITY rn 60' BUICK (LINE r^ ACCESS/DETENTION BASIN/ WATER QUALITY EASEMENT LINE TABLE Line # Direction Length L78 S26020'05"W 64.60' L79 S00°10'47W 82.31' LBO S09°1944"E 72.33' L81 S11°14'27"E 119.68' L82 N09"19'44"W 17.54' L83 N09"16'40"W 33.87' L84 N00'10'47"E 81.48' L85 N26"20'05"E 33.06' L86 S73.11'49"E 76.74' L87 S05°02'36"W 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'OTE 55.84' L26 S82°57'47W 30.17' L27 S82°5747"W 18.81, L28 S69°18'49"W 73.27' L29 S53°54'57"W 99.07' L30 S70929'08"W 169.98' L31 S44°38'57"W 249.90' L32 S55°34'41"W 296.04' L33 S31°46'OB"W 114.74' L34 854'55'50"W 67.93' L35 S84°35'52"W 66.73' L36 N53'59'50'W 61.02' L37 N60°07`44"W 99.23' L38 S72°12'51"W 89.56' L39 S60°34'32"W 181.20' L40 S53°54'10"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' 19042'56" 480.91' N28°09'24"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' NIB°46'47"E C5 232.26' 625.00' 21017'33" 230.93' N81°11'12"E C6 257.96' 575.00' 25°42'15" 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' 4002'12" 99.99, N00°28'30"E ACCESS/DETENTION BASIN/WATER QUALITY EASEMENT CURVE TABLE Curve # Length Radius Delta Chd. Length Chd. Bearing C9 46.1V 101.00, 26°09'18" 45.71' S13°15'26"W C10 49.35' 63.29' 44*40'11" 48.11' N64'3647W C11. -41.54' 91.00' 26-09-18" 41.18' N13°15'26"E C12 65.20' 67.15' 55°37'53" 62.g7' N80°07'00"E C13 80.56' 363.20' 12"42'32" 80.46' S64°22'40"E C14 58.88, 61.23' 55°05'49" 56.64' S25°50'14"E C15 24.76' 20.00' 70°56'34" 23.21' S40'30'53"W �u'9Z/ STBIN \ fr i � N40°43'15E b�PTP ZONE A G�bf \ \ ; 1 ' 2 = OQ -i, S S`rE' rN "w so N84011'16"E o o Q i Il G5 ��� nh SF'�.agk ENO 69.60' \ , / r� / LOT 4R-1 / o '"F \ \ o p IM / 16.273 ACRES / / a� IRO \ b I o N/F: CITY OF MARYVILLE MJ W / e�\���\�� \ 3 = & BLOUNT COUNTY 708,830 SQ FT / !9� 6a PGA PTP 2ao' D.B. 2238, PG. 2399 i J fit\ ©TJBI \ 1 I QUgLWATER JvOvv� SF@qeU/CD / TJB© \ y1 I o � TY BUFF 0 P Ok y/VG , = o \ o 75' � I 1 O L69FH i _ / LOT 4R-2 1 WM WV a X I \\� \ 5r / 1IRO o ~ L33 \ \ / 28.833 ACRES , I o �- \ \ S83°45'20"E PT 1�� I O w w \ \� 112559984 SQ FT 339.21' Z WY 2 U) o n \ 8 r -- 1 G) o Q UJ \ Sq \ \ ory^ I.L. a J Z \ SAMH \ �32 \ < O, _ Q 0 r=, c0 J Ill \ Sq \ \ 3fs0 \ J 7 U to � f / N GRAVEL ROAD O ZO�NEAEo% z O Qya Q s 3S �0 FLOODWAY R OSq < � L�48 „\0\%F 6 ss.414S'm OsF)�s ob•\ o>U 4,97 o ' m,W �UZ \ \ N/F: CITY OF MARYVILLE \ \ J oz zo I O & BLOUNT COUNTY ! �\ 4�� n\I � I IRG X `` ' U m \ \� D.B. 2238, PG. 2399 ° Q 1- ,a..all I TRANSMISSION PTPI 18' LID P m J A\\�r LINE TOWER / m m O o o m �< \ _ b Certification of the Approval of Water Utilities �2,9 �Nry 2 , �I i g��+' •• a I hereby certify that the water improvements have been installed in an acceptable \ \ \ e���ti \�sr o'\`I'" O h FASFME,TARYSE I p 10" fPVC r2 °gga��, y v� a manner and according to the specifications of the Maryville Subdivision '°` ''8` 'Oc ''6c '0` '°` '`9` 'bc '°`� ^ W' �N regulations in the subdivision shown hereon, provided that the developer makes c��p <� -f 30, W \ \ I 18° CMP proper provisions and pays the required fees to the South Blount Utility District. \ \ <� d �&6, QUg4IT TFR \ \ .� I r,) 2 0 N N - �g2 �0 ) IV36o 101 L42= L43 ° u w OeZ`j a " c �� 5 `�J L$ FER \ ` 2�52'E 6$ � AMH o0000° Date Manag r, Sout nt i 'strict \ L2 \ 6 S36o ��„• �� 6:`' 'i A 6 I m o o a \ \ \ L54�_ L53 - 2352„w\ _ \ k, .L44 �>1MW \ _ �'8 __ \ 2r \ \ \ �'� / TRANSMISSION a' e .. ,� \ PTP SAMH LINE TOWER rev a u LOT 5 \ �17 L16 L1 \ \ \ \ \ Zk5 0 JB = vmmu \ "�, LP rLP° U 36" RCP aamu09 � Certification of Approval of Road Names and Property Numbers (E-911): \ � \ �I v z Certification ofSlormwaterFacilities: ,� ,� DEDICATED OPEN SPACE ,� ,� ,� �' ` 1°'\C48 ; W W g I hereby certify that (1) the names of existing public roads shown on this plat are 29.26 ACRES \ �,kj 4`j I� / N y w correct, (2) the names of any new roads, do not duplicate any existing names and 1 hereby certify that stormwater improvements including all drainage structures \ \ O \� _ z 36"RCP N O ¢ w 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 \ 7Q �y \ -0 ° _1 U Z m conformance with the E-911 system. manner and according to the specifications of the Maryville Planning Commission, \_ N? 'Co ° '0 CITY OF MARYVILLE z p ual Subdivision Regulations, Zoning and Land Use Ordinance and Public Works \ :s \R� yo -o15' SANITARY SEWER EASEMENT ZO52 N z _a�,�' Standards and other adopted documents. \ ZONE AE �� ri Z a p Co Date E-911 Authority �' ° F \ _� ZONE AE \ � y \ I= o r n M Q o a 128145 xta0un R•$1m�f1 \ FLOODWAY 3 IRO 1 o A6) '0 WETLANDS S57 44 38 E W Date Stormwater Engineer/City Engineer MARKER 255.84' O ❑ \ \ �� y/ = 15" CM� u Z Fi0 M m v Certification of Approval of Utilities: \ \ \ �J PTP Z N N N Certification of Approval of Utilities: \ \ \ ;oy' ' O N N N I hereby certify that electrical improvements have been or will be Installed in an \ L2/ 7= rn w 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 \ \ ``.• • ,,,". < "'°�/ �1 0 T w Q Regulations in the subdivision shown hereon, provided the developer makes installed in an acceptable manner and according to the specifica8ons of the Certificate of the Approval of Streets: \ \ �� 11 -0 proper provisions and pays the required fees to the City of Maryville pursuant to Maryville Subdivision Regulations in the subdivision shown hereon, provided the \ I _ 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 \ `gyp �� / �j�T -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 \ \ 1 ' p 15" C' P GRID NORTH (NAD83 Maryville Water and Sewer Department. Regulations and Public Works Standards in the subdivision shown hereon. \ ,e. L9 •/ I ° / (2011)) U t- r r 243 ?� r 9W4ee ' /! \ a o \ Date Engineer/Manager, Maryville/Aleee �-Zf- i Electric Department '�•) �� Date Maryville CitEngineer \ \ \ S\�\ " / 'moo ' C 50 100 200 Date Engineer/Manager \ \ S\ IRO _ZE:0 z z z Water and Sewer Department �"' _ \ It !S \\ ro WETLANDS AMH I MARKER GRAPHIC SCALE Certificate of Approval for Recording: \ C �� = Certificate of Ownership and Dedication: Certificate of Accuracy: Certification of Survey \ 15" 100' \ SCALE: 1 I hereby certify that the subdivision plat shown hereon has been found to comply A \ PVC _.° ' 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 with the subdivision regulations of the City of Maryville, with the exception of such 1 hereby certify that this is category survey and the ratio of precision \ - ,PTP \ S described hereon and that I (we) hereby adopt this pl s vision 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 commis ' and that it of the unadjusted survey is 1: /O, O� as shown hereon. This survey (our) free consent establish the minimum striction line and dedicate all the monuments have been placed as shown hereon to the specifications of the has been approved by that body of recording In the offic the county egister. has been prepared In accordance with The Standards of Practice for Land Survey in streets, alleys, parks and other open s aces t ublic or private se as noted. Maryville Subdivision Regulations. �` the state of Tennessee •� '-IRO O \ SHEET 1 OF 1 AYI Ur 110 J`^/� /f �! ��J Tenn. Reg. N°. %� I o OWNER/OWNERS: Date Own /" S AMAZON.COM SERVICES LLC Registered Land Surveyor a e Secre ry Planning C mmission Date: �l-l5 '" Z 7- _ PO BOX 80416 I I I SEATTLE, WA 98108-0416 FILE No. 34983-05 Copyright 2018, Barge Design Solutions, Inc. ALL RIGHTS RESERVED F:\34\34983\3498305\04_CAD\SURVI34983.05 Platdwg, 11 /15/2024 10:58:36 AM, JNBridwell --- ��