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3407B
SURVEYOR'S NOTES: ~ 1. 1/2" new iron rods will be set at all internal lot corners. ~ N LEGEND: 2. Drainage and utility easements shall be 5 feet on each side of all interior o~° ~ IPF IRON PIN FOUND ~ !of lines and 10 feet on the inside of all exterior lot lines and street rights ! of way. There shall also be easements 75 feet on each side of al! as-built IPS IRON PIN SET 4~~i water utility fines, 10 feet on each side of as-built sewer utility lines and 10 ~ SE~Ep~~ PIKE yyo Ac. ACRES `~e feet on each side of as built storm sewer lines, i ~ 3. Front Building setback shall be 25 feet from all street right-of-way and C CURVE NUMBER ~ joint permanent easements, unless otherwise noted in restrictions and l0 feet o side setback. Building setback along Amerine Road and Amerine Station Rood I aY~R~ L LINE NUMBER shall 6e 40 feet. All other Setbacks shall be in accordance with the city's ( 4~ SF SQUARE FEED ~ ~ Zoning Ordinances or as declared by the Maryville Regional Planning 0~ Commission. ~qw~ ~~~\~~R WDB WARRANTY DEED BOOK 4. All common areas within this plot are private and to be maintained 6y ~ R~ the Amerine Station Homeowners Association without recourse, k~ , ~ ~ PG PAGE ~ 5 No Instruments of Record reflecting easements, rights of way, and/or ~ i R~' ~ 9 R/W RIGHT-OF-WAY ownership were furnished to the Surveyor, except os shown hereon, The ~ J Surveyor has made no attempt to access the public records for any Z ~ SITE ~ o0 ~ SE SEWER EASEMENT / \ ryh' ~ easements. Subject to any easements, regulations or restrictions in effect at ~ / ~ ~ / v the time of this survey. ~ 6. The Surveyor has made no attempt to locate underground utilities, ~ ,a DE DRAINAGE EASEMENT r~ / \ S ~ underground foundations, underground encroachments or underground z i improvements, except as shown hereon Actual location of al! underground ~ . ~ WE WATERLINE EASEMENT \ / \ ~ .y~^~ 2~8, utilities should be verified through. Tennessee 1 Call (1-800-351-1111) or -'aN~ ~a,v~ CENTERLINE . / L36 --'Jr \ the utility provider prior to any excavation or construction. I 7 Located in Flood Zone ;Y" (areas determined to be outside the 0.2% j ~ ^ J BOUNDARY LINE 1 , L3,,..- chance flood lain accordin to Flood Insurance Rofe Mo 47009C0143C, S ~p P) 9 P Not to Scale.. ~ / / ~ N ^ ROAD RIGHT-OF-WAY LINE °ti`x• /G~. r" r AA o9, rrB. Community Number 470356, dated September 19, 2007. ~ ~ A ~9~ 8, Finished floor elevation for Lots 18, 66 and 68 shall be of least one foot ¢ 1 s F } ~ m ` - PREVIOUS PARCEL LINE O ~ / ~P + ~ \~p• ` A`f~j, F\ \ above the detention basin berm at the culvert box. ~ ~ \ 9. Minimum floor elevation shall be 1004.0 for lots 66, 82 & 87. 36 ~ ~ t 1 \s`~ \ ~ k / ,a BUILDING SETBACK LINE !t /ti° + + o ~ \ s2 4" .0 90 q~, 10, No alteration of the detention ponds shown hereon is permitted without 11,039 5F 0 • , ~ ~ / / ! \ ¢ ~ /s~s s,D59 sF ^ ° - ROAD CENTERLINE 9 nary sF r \ ~ / ' ~ ~ prior review and approval from the City of Maryville's Storm Water \ \ deportment. CURVE TAB[.E: 38 /,y ~S. CS> a 35 \ y ~ ~ ~ t r \ ~ ~ F s . ~ CONCRETE CURB / r \ 11. Lot 67 is non-buildable lot and it's a detention basin and drainage e p \ 2 ~/1 6,203 SF .o'` ff0 d / 1 t \ ~ FENCE LINE \ e + ~ /8,978 SF (F `1 • • cS ~ ^ ^ •T x ~ ~r I \ easement. C CHARD BEARING CHORD ARC RADIUS TANGENT \ ~ 12. Approved variance for lot 39 , the existing house is located inside the Cl N05°33'W 42,08` 46,64' 30,00` 29,52' / S88'35 E v`Z' / \ ~ Gp 34 0 ~ 6?p0;. Ssg, ~e9 Q ~ srtj. 1 ! \ \ \ 40' setback. Cot 39 is non conforming lot. C2 S88°00'W 4008' 4390' 30,00' 26,93' 119.72' Fy a J3 ~ ~ SA' Q ~ p / ?p t ! . \ 13, Amerine Station Rood is 0.986 acres (42,937 SF). \ ~ 14. ';4 property owners association with duties fo maintain' and repair C3 S44°57'W 18,85' 18,$5' 474,Q9' 9,43' L79, ~;l 4p' 6,202 SF b"' o~' ~ £ j~ ~ \ ~q, ,y F t I COMMON AREA T • - - - - • v7 R oo' 33 ~ `I ~ g / ?0 , t a° t 153,239 SF 1" • \ common areas including but not limited to drainage or detention facilities for C4 S03°10`E 36,56` 41,00` 25,00` 26.79` "f \ ~ storm water will be provided for restrictive covenants recorded by the C5 S54°31'E 34,24' 34,27' 225.00' 17,17' - - • - - - - - - - " 54 `.1, p , .0 00 5A , t 1 (3.518 ACRES) a i , L80 \ y 6,206 SF ,y^ o ~ ~ j / ! I ~ \ developer of this property. A copy of such restrictive covenants shall be C6 N85°51'E X8.87' 30.77' 25,00' 17,68' 39 ~ ~ ~ b o v OIL `~.l t ri / i ,,SI ~ C31 C3D~~e ~ .8 32 ~ 8~0 i t 1 \ \ ~ p approved in advance by the city. The restrictive covenants os approved shall S be recorded in the Blount County Register of Deeds office and a copy C7 N81°42'E 5166` 5429" 50,00` I I , ,rr~ ; i ~ ~ 6,212 SF ~ ~ v / I 1 ~ thereof with recording information shall be provided to the City Planning C8 S14°45'E 79.28' 91,54' 50,00' ! ~ ' ~c',2o ~ b o, v?0' s'~ 12,678 SF ! t o , ' C32 Sp ~ \ 0 31 S ~ .d / ~ t t ~j'• Office within five (5) days of the recordation of the plat by the Developer. C9 S61°17'W 40,03` 41,19` 50,00' ~ I ~G~ Such restictives shall not 6e amended as they relate to the detention facility C 0 % ~s~. ~ f 1 ° ) ~ .•Op• .o k / 0 POND #1 e {,I 18,46318,463 SF ~,,i i ~ 6,208 SF ~ ~ / 0~ F ~ ! t ,4E r` y./ ,4~'" . without the written aoorovol of the City Planning nffr,P_" C10 N77°00'W 31,09' 31,62' 50,00' eq (SEE NOTE 12) 41 i ~ 8p A'~ h ~ ~ / t 1 ~0 39 376 SF ~ 3 ! 40 6 820 SF ~ 0 ~ o0 0 ~ ~ /p,~ ~ / k ml .ti ~b ,ab ~ , ~ , ~ •82p0, ,o \ 6/ ~ \ / 20 C41 1+ ~ L52.,_.- - (0.904 ACRES) , ~ ~ ~ ~ ~ 7036 SF ~ ~ 6,209 SF h ~ ~ S , ~~b~ / ~ ~ ~ ; ~ ~ v'!o o°~ 42 .p0. ~ o• ~BAy, / 14,828 5F P8 r / P 105.96' ' • ~ L94 i ^ 7 i^; ~ ti~ . 6 00 29 ~ 6? p F / ~b ~ - "~53 \ / t 25.0 r - _ • 1 i~ 6 328 SF v ?p , 0~~ ~ ~ i q 77 C59 , ~ o ~ .0 ; , ~ !6 177.88' ~ a 11 ~ \ a n, NS 6,210 SF o ^ / : 89.10' ~ j , .3~.. 39 5 ~ 14.22' .o^~ h~ S s 9, 8' h , : A~' v ~ 0.00 N82'3fi' a aq ,._101..33_NQ4.03 39, .r/' o0 43 1p , S8S ~8' S3 o. j Alp Og / S82'36E--. 54 W / t~ r~~,. ~ L93 X35' ~ F 28 6Q F a5• k i G~+'`SN ~ / ¢G3~~ 6,300 SF,w o ~'8 ~ ~Op, o 0' ND ° ~ ~ W Q0~• ,pa `~Ch' Q ~ ~ / a0 ~y, C9 r . 8 o ~ 6,208 SF ~ \ S pj 21 s w rn ~ 7,055 SF „ ay R/!~£c: ~ ? ^ 6 ~ oh 60 o ` ~ ~ 0 3j ? •0¢• 12,174 SF o NI N ~ ~ , 5~ 5 I ~ ! ~ ~ ~ ~JS. 44 .pq, o• ©~y, °o• 27 Iq /`c n o o (SEE NOTE 8) d- Q r ~ F 64 ~ ~ 0 •y S8'~ Ci ~ `62 ~ 1 S82'3' 0 0 125. cn ~ N , s 1 , 'y,y 0 q \ 0 ~ ,Op .o .0 8 6 E M z ~ 52 / ~ o , 0• .A 63 6,300 SF 1 0 ,,6 3F ~/C~ `yF' ' 6,204 SF e , ?2 18),45' `y I oo'~-- '~~'•'\P`' s ~ r ~ 0 1• N 1 ti ^ goo oh• Q pD, ei • ` hh bh l' 3 ~ N82'36'W ~ , p l.. . 'o I ti 10,063 SF ~ 1 Iv o •kJO , ~ h ~ 45 ~ ~'a ~ . ~F o• 26 0° S <r! ~ •I~ / 1 # a ~ t )N I`' 6,912 SF c~"~, yy BQpp.y 2 ~ ~ .6~ `l`b S¢0. 22 i t4i t.-' ~ 17 - t ,all I 1 ~ 65 h 1 0° 6,300 Sf oo h ~ .op 6,959 SF 25 .o`` > SF N~~ 1 ~ a t~ ~ ~ • a0 ~ N ~ r: eoc' h• ~ e o^ h• 4 'SO ~ 9,346 SF ° 1 i"' to .f fp o 62 .o 6 ,~0 6 Op• ~ h. SS. ~ u; r\ t: ~ 8,864 SF ~ o \ L75 I d ~Tp . ~y.~p , ~ icy h M 1 ~ ro ~ , ~ t 16,245 SF - ' f~ 6,615 SF h'`' Q N 0 ~ ~ ~'.8 7,694 SF ~ 2p M f 1z 150.00' 62.45' G - . 3j S'. 6,300 SF ~0 , o~ 3 M r 1•a- ~ Y ,d ~ i SI219£ ° `:~9' o° 6 853 .o~` ~c'9`SQ ~ \ .0 853, 24 •,3y ~ 1 ~ s.l 212.45' S82'36'E '~n ~ r VZ d h• i ^ ooh 47 'op• ~ 1 ti m~, N82J ' 1 ~ l 88' 6 0 6 p , 6 8,436 SF ob i ~N 1 ,h ~i zo ~ 6W ~ ° m , ~ ~0, \ 30 , 6,615 SF , ~ `y o 0 . \ ao 8S 1 ~,,,t~ ,c ~ a \ z I 66 q~ R ~ o° ,i~ . 6,3D0 SF^~, ho o~ 5 ~S' 1 ~ ~ 16 / ~ S ~ a; o ~ h• 60 ~ o0 48 QD, ~ CS ~ i I f e ; --~I 5pR a o ,o l,9~,83 0 . 9 b~ 1 10 354 sF I • ~ ~ e / • CERTIFICATE OF ACCUf \ x I s,~ ~ p ~ ry S t 3,935 SF o r I ! \ `:Op• 6,615 SF h o y, 6,300 SF •w o° ~ ~ yJ• F`✓~~ b t , 1S? / ti 1 hereb certif that the Ian show ;(SEE NOTE 8 &9) o ho .o h. ~ ' C C \ Cv 23 i Vbt e •62 ~ ~0 Y Y p a El ~ o° ,ye 0 00 'C, ~9 6~ 0 , / V J ~ ~ / accuracy required by the Maryville 1 \ o ~ a t , - S9 1 •88 8~• 49 0 ~ Z NI • plot d as show a he s E a° s 1 nQC ~ \ ~ ~ , 83 0 ~0, OOp, ~ o 11,899 SF ~2 i w~ r43W \ ~ $5D' S Ig o° ~ ~ \ 6,615 SF h"' , 6 30D SF ° ~'d ` ~6y 15 (S . ~'a i ~ ~ ~ ~ti9 67 ory y~ \ ` O° \ y~ 'h^ o° ~ B> / , / rig, f , Regis ere an urveyor 1 ~ CAA o`'' S8 0 6`)~10.8~p0,.y ~ 50 yvy, ~?8• , a~ hay, h° 12 9,715 SF / b ° a' ya,, 11,463 SF ^ !S~ \ `63p0 c"> ~ ~ \ hb 1> ~ J'p~A,j Syyy ~ ~ ,~0•'ja0 V~~i Q~3, ~ Oti0 a' I w ~ a 6,615 SF o s 297 SF •O o"' '~S' o • ys ,'o' a w, / CERTIFICATION OF APP ~'q,w (SEE NOTE 11) o vi 68 Oo. o`o• ,~'yy \ ' o yS, 1 5 , / b /y ~ h ^ ry• 69 .p0, o SS8' 0 57 .o`` 83 800` , ~ 51 IF F h~ ~ ~ 14 S9q , ~ NUMBERS E-911 h .ory ~ S,~ o ~0 • o y, •F. > 41 ~ ~ , , 0 ~ 6 360 SF o F `.8 , 'b . ? ~ C 1 ly Ll 7 ~ ~ ~h ~ S • \ 0 ~ I hereb certif that 1 the names . - p ~ 8 ~ ap 6,615 SF o 6,552 SF ~ o o ~ ~ , i ~ - e\ OND #2 ~y o' 7,815 SF l ~ SI ~ NS , 9 56 , h~ a~ a,, ! 7,994 SF ha/ correct (Z) the names of any new ~'~~r + X13 ee SSB. 'd'I' i\~ tih ~ ! ~Tp , 8S3• !y ,\Oh ~p2 S,`,~g> 1 52 4~' \ py ~ ~ names, and (3) the property numbs r ' - e\ 4 • .O h / 0 S .7Y .0 62, / g ~ h h \ Op, 0. , a~ SF F "i o 70 ~ w BS3, o o° .63 6,617 SF g~p , ~ 7 ~ ro ~ ~ ,/5 Oh ti ~ Oa. E-g11 ystem. ~ 83p , ~ ~ F o Op h 1`6 ,093 SF ~ ~ ~ i psi j(, '~o• t\ 8? S~ !8 7,598 SF~~~v~~ 63 ~ ~,y, 55 ~ , ti~ y>r. ~ 0~' 13 y/L. ~ i aati 1 1 I °o\ C ~S `h ti6 ~ O ti 71 '00' tC}S S~! • A3 Oh• .~h h0 y~ 9Sy ,0! , ~ y i 5 Srgna ure ~ r'~ I y \ ° .OA 12 1 Ta 6,987 SF 5"' 3 /Y ag. f o0 6 6.839 SF i i V Y.\ e ~ .1 6 l ~ A / , ^1• ~ gip. v a SS \ \ b lgA. 368, ~ 7,Di 1 SF v , fi,® 5,697 SF ~ / ~ y 00 a / oti SE ,,Sp68, r ' ,c(g 72 .po, C~ C ha oa y ~ e °~''o CERTIFICATION OF STO t ~s \ °j 6,~"~, "~O ory' ~y 9 A9' ti ~ ~ 6194 SF / 0~ `na I hereby certfy that stormwater rm~ $ L3 ~ °~S~7; 68 6,516 SF h° 6S , i , / 54 'Iy i'/o ~ as shown hereon have been installed i ~ ° ' lj .O Off' 60 C ~ ~~'a 5~ ~ i.~ > ~ ~ the Mc ille Regional Planning Co 15 ~ . ~~a, 8,3 0 73 0 9 S a V ~ ti / 0 da ;E- ' "5' \ , L1 •JO 6' ~ C6o ( 6,622 SF `t, .a0 ,,y1 11 Q6. ~0 and bit Works Stondc s c d t. ~ \ r<5 , t '`'<Q4' 3Ay~, 6,456 SF yo 6 ..>S \aa~ , ~ ,y / b ~9~ 15 V s ~ N 0.0 , S CIS ~ ~ i ~ 6 751 SF ~ ~ ~ e C ~ o 0 81 0 e o ory C ` NA '.Sy i i ~ / qp, / s~ / ~ ~ o m \ `~Op• ~ 74 IA y' 0,. , h • p /p St mwater gmeer G y gi eer ~ .O d $ ~ 8 221 SF o Q' NS • , ~ ~ b"~ \ 8~• 1°' f ~ ~ ~ 40~ / ~ 3 ~ ~ 13 855 SF ~ hh • 8`~`~lY 6 355 SF Sa , ` ' •p° ti~6, a• CERTIFICATION OF THE ti Y .8 ~ 9 e 1 5 y~ , b \ 9 \ ~ S~^ , ' 1 0 . g ~ ory 7 S . S @ / D 1 tib / r ~9 8 ~ye~ dA?, oti 80 ,O , ~8 6 , O o S S IF yo Sys, °e C26 ~ 1~ f hereby certify thaf the streets on ~0 ~ `9S>'F C) ` "o o c' 0~' ?pp`'~. ~ /S ?6p. ~ s9,, F , ~ • y 6,713 SF S b ~ ~ c ~ / ~ ~ ~ . ~ 6,355 SF ory ~ 6,244 SF h~ h ~ ~.4 ~ ,~o ~ 6~ accep le manner and according i \ /~S o° / ~ ~ C,°' o p y \ ah~ o,'? , ® i /6 by 9 / 00 Reg ati ns in the subdi ision h i t I ~ ~ / WEiIAND ~ . a ~ ~ .8 `~QD' Q7~, , ~ !j / 6 J i 80UNDAR ~ \ •0 6,355 SF o ~ - ~ ~ Y \ $ ~ 6,679 SF / r h y \ o ille i n meer i ./h°' F . ~ ~o• 40' oti 78~~` ' \ 7 98 SF 6 , o° yoS nN 9 0 g C , ~0 6 , a, o~ ~ l o I y~ 8 a• y S o h _ ,spa G e 3 5 ~ ° .Op 6,355 SF b B dp ( 6y 0^~.. ~ \ ~ , ~ \ ° N .S F 3 8 .S a \n!`i \ gat h ~ ~ ory. ~ y\ ~ ~ `tio \ t ~ C6\ N ..sz o 77 q, ,o0 6,646 SF / \8 ~ A a , , ,~.,,,i 9 S , 00' ~ / , 0 \ . , ~ d ~ a 0 9 d /A a 0~ / 0 r ~ ~ r, 4 v F, `~J .A2,o lys 8,048 SF~1 5 tip' / 7 tiyo, ~,4 b A TODD ~ t c / h a. J / / b \ v e d~ 1 \ 140 ~F a p ~ ~ a FFINCE ' C7 SS8 ~ls F'Yi tii ~a ' o ~i ~ yu f' S • o C { , 6612 SF ~ p c / ` J C~ ~ Q• ~ o ~ SS, ~ u ' \ ,~v o 6, j i Liby 'P,0 C . 6 ~ ia"~ , rOp ! 7p p i a® / 2y;. Ap. ~ ~ ^ 8 ~JQ, ~ ~F , , 6 tip. / o OWNER DEVELOPER: R P° ' m ~ ~ ~ \ S o ° z ^ 3 o Jj o~ `C5 Cl2 4~~ 6yi 0"~ R, A°° ~ ,n~\ ~ 117 F mr ~ A 9 G; 1? s ~ ~p b• `Ba 'tD5 S 8969 SF o\B Pc' ti 6,579 SF ~ (ss-~, o~ PRIMOS LAND COMPANY, LLC FFp \p~ 2.688 ACRES 'O 88.80, o 00 84 0, CS. J@ 'o y ~ ATTN: JO o SH SANDERSON 'tip \ (SEE NOTE 9) N , ~ 6,534 5F ~ o ~ P`i, 4 ~~o ~ ~O ~ z. A~ ,v ~o° \ 6924• ,w , ~ , o ~ ~ tiQ,' o° \ `d9 4909 BALL STREET Sp 63 h` 85 5~ , 4~ ~ KNOXVILLE, TN. 37931 y ~S \ ~h~ ~ •op• ~ ~ 6,545 SF ~ 9~~ °~r~ Sa 8 \ NS. 8,294 SF ~ ~ , o0 os PHONE: (865) 694-7756 S 6p oS. \ h0 ~1 BS , / ~ 'S• \ •6 , s O,. sooss~s, ~i \ ~ ~ y~. 3~ s ~ ~ , ° y~ ~ oo., ~ \ FAX: - ,i 9 4 s 865 693 9699 ~ ( ~ F ~ ~ s ~ ~ \ NS . s 4~d , i 86 ~ ~ ~ ~6 ~ ~ ~ 87 LOTS - (2.614 Ac, COMMON AREA AVAILA \ ~ , 6,511 SF r ~ BLE E 11,210 sF .a°~`` , ~°.p, \ LOT 67 -NON-BUILDABLE LOT DRAINAGE EAS e h ti / ` \ \ \ L5 btiti ~ ~~h 5~ ~ ~a 3 poi 6~p ~ 90~ fl 5 ~ , , ~ COMMON AREA (1.966 Ac. Required ~ \ , b~ , 6,418 SF ~ \ OMMON AREA INCLUDING SMALL LAKE (3.518 Ac. ti \ o o .o ~ d ~ °'As, \ 5' , ° 2 yA6s• oo f'26.81 Ac. (TOTAL AREA) ~ ~ b y 6~? as y6~ d l m a \ :5 ~ DISTRICT 9 BLOUNT COUNTY 6' ~ ~ Shy . ~'L' 6,444 SF \ ' OB 179 PG 249 WDB 332, PG 359 ~ O oS \ o ~ a1. ~ 0 ~ ?o , ~ ~ .~z h• y~ ~ oo;-,~°~~' WDB 332 PG 361, WDB 355 PG 499 .A c2 ~ , 5 , ~ a~ TAX MAP 058 D B PARCEL 16.00 ~ ~ a i 0 , , o . , , \ 14,875 sF 80 40 0 80 160 e:~ e9 ~h soh \ ~1 \ ( cPp ~a6 G 5~ \9y ~A i v I \ \ a`~ Illllllllll/ 1t ,NSF ~ 1 0~ I 'dq ~ ~ REO \Bi r1 ~ xv~ Fro ~s • l x ,y ~ I hereb certif that this is a Cate or surve p. 1 ~ ~ ~ 2 , _ y y q y C~ y, the ratio of S °s' ° ~ r recision of the unad' ~ ~ \\o ~ = p dusted survey is 1: 10,000 as shown hereon, ' ac ~ u~ and this survey was done in tom liance with current Tennessee Minimum °o ~ p , - Standards of Practic . Ajp ~lP eeMMERGE F \ \ p / OF ~~5 Tenn ssee R.L.S. TEN ilipl 2306 Date ~i~iiqunlnnnuli ~ o r - Iv/.,! 1J W JV JL L8ao s8e35'E 122.02' COPYRIGHT 2016 ! DESIGNED O L0 N88-35'W _ 118,37' ,,,_80, SOUTHLAND ENGINEERING CONSULTANTS, LLC _ APPROVED _ _ _ . SCALE WAR E GENERAL CIVIL & LAND SURVEYORS ENGINEER . FINAL PLAT FOR 4909 BALL ROAD HORIZONTAL. 1"= 80 AMERINE STATION SUBDIVSION ASS-03-01-16-FP KNOXVILLE TENNESSEE 37931 - I (DRAWN ~ f PHONE: 694-7756 (865) WAR _ FAX: (865) 693-9699 I ( DATE ON AMERINE ROAD SHEEP 1 E-MAIL: wrghebi@sengconsultants.com ` CLT MAP 58 D B PARCEL 16.00 OF www.southlandengineeringuso.com i I CHECKED 03_01-2016 DISTRICT 9, BLOUNT COUNTY, TENNESSEE 1 SHEET WAR ( NO. DATE REVISION ; APPR. CITY OF MARYVILLE, TENNESSEE AR06I