3471B SURVEYOR'S NOTES: N 1. 1/2" new iron rods will be set of alt infernal lot corners.
2. Drainage and utility easements shall be 5 feet on each side of all inferior lot lines and 10 feet on the inside of all exterior lot lines and street rights of way.
LEGEND: OPT There shall also be easements 7.5 feet on each side of all as-built water utility PIKE
1PF IRON PIN FOUND ~ lines, 10 feet on each side of as-built sewer utility lines and 10 feet on each SEKJIEI~k~~ ~ side of as built storm sewer lines. N
IPS IRON PIN SET oR~> 3. Front Building setback shall be 25 feet from a!I street right-of-way and
e~ Ac. ACRES ti joint permanent easements, unless otherwise noted in restrictions and 10 feet '9HpR 2 side setback. Building setback along Amerine Road and Amerine Station Road ~9 M
C CURVE NUMBER ` shall be 40 feet. All other Setbacks shall be in accordance with the citys ~Rv~ Zoning Ordinances or as declared by the Maryville Regional Planning Commission. ~ ,~RO~
L .LINE NUMBER 4. All common areas within this plot are private and to be maintained by the ~qW~B P~r`~\a
SF SQUARE FEET lps ` l~' Amerine Station Homeowners Association without recourse. RDp~, 5. No Instruments of Record reflecting easements, rights of way, and/or = ~R~.
WDB WARRANTY DEED BOOK ~ ~ ~ ownership were furnished to the Surveyor, except as shown hereon. The Surveyor ~
~ PG .PAGE ~ g has made no attempt to access the public records for any easements. Subject O to any easements, regulations or restrictions in effect of the time of this survey. z SITE ~
R/W RIGHT-OF-WAY pp 6. The Surveyor has made no attempt to locate underground utilities, O underground foundations, underground encroachments or underground ~
/ ' SE SEWER EASEMENT / \ ` T / \ improvements, except as shown hereon. Actual location of all underground C7
/ DE DRAINAGE EASEMEN / \ utilities should be verified through Tennessee 1 Cal! (1-800-351-1111) or the z utility provider prior to any excavation or construction. I-
,pS WE WATERLINE EASEMENT / ~ ~ ` \ 7 Located in Flood Zone 'X" (areas determined fo be outside the 0.2% chance
3 / / ~6 CENTERLINE / ~3b ` ~ F~, ANDREA ~ ~ ~ ~ ~ tiF flood plain) according to Flood Insurance Rofe Map 47009C0143C, Community Number 470356, dated September 19, 2007. Not to Scale
LANE ~O~P / - X39 \ / BOUNDARY LINE 0 / SAB, 090 8. Finished floor efevofion for Lots 18, 66 and 68 shall be of least one foot above the detention basin berm at the culvert box. ~ ~ ~ /e rfl~
} `b2 ~ ~ ` 1~SS, ROAD RIGHT-OF-WAY LfNE ti~~ °9F 9. Minimum floor efevofion shall be 1004.0 for lots 66, 82 & 87 1~ ~L
/ ~ PREVIOUS PARCEL LINE ~1 ~ , 5~ r 1 \s~ 10. No alteration of the detention ponds shown hereon is permitted without prior \ review and approval from the City of Moryville's Storm Wafer department.
37 v / 0 9 / N 36 ~ - - - - - - - BUILDING SETBACK LINE ~ .A~~ ti ~ ~ \9C~ 11. Lot 67 is non-buildable tot and it's a detention basin and drainage
s2 ~ / / /s i1,o39 sF ~ \ •op. - ROAD CENTERLINE ~ 9 / sF 1 \ ~ easement. \ 12. Approved variance for tot 39 , the existing house is located inside the 40' CURUE TABLE:
r , 8,059 SF ~ ~ r 1 l • 38 >>3 Sl• 0• 35 ~ ~ CONCRETE CURB '~j ~ / 1 \ setback. Lot 39 is non conforming lot.
2 . Il 6,203 SF • d X / ~ 1 I A ~ ~ e ~ o \ FENCE LINE 13. Amerine Station Road is 0.986 acres (42,937 SF). C CHORD BEARING CHARD ARC RADIUS TANGENT ~ C1 N05°33'W 42,08' 46,64' 3000` 29,52' \ 14. 'A property owners association with duties to maintain and repair common
~ ~ ~ \ areas including but not limited to drainage or detention facilities for storm water C2 S88°00`W 4008' 4390' 3000` 2693' will be provided for restrictive covenants recorded by the developer of this C3 S44°57`W 18,85' 1885' 474,89` 9,43'
C3`~.---~3G oo• ~ S 7 588'35'E ~2 ~ . G 34 ~ \ 6? SS . ~ ~ srj. 1 ! ( ~Q3 , .o , 00 ~ . 65 , ~0 ~ o / ?p, 1 1 CSMMCN A \ ~ ~ property. A copy of such restrictive covenants shall be approved in advance 6y
119.72' ~p 6,202 SF ow ~ \ 1F ,~d \ / F 1 0 1 REa L79. . _ . _ . _ . - - • 4pR ~ ~ oo' 33 ~ ~ •DQ, \1 1 0- I 153,239 5 \ the city. The restrictive covenants as approved shall be recorded in the Blount C4 S03°10`E 36,56' 4100` 25,00' 26,79' ~ County Register of Deeds office and o copy thereof with recording information C5 S54°31'E 3424' 34.27` 225,00' 17,17'
P ~ B ~ \ 67 >S / r ~1 (3.518 ACRES) R ~ ~ shall be provided to the Cify Planning Office within five (5) days of the C6 N85°51'E 28,87' 30,77' 25,00' 17,68'
LBO \ 6,208 S o Tp I \ ~ recordation of the plat by the Developer. Such restictives shall not be amended ~ ~'p5 as they relate fo the detention facility without the written approval of the Cify C7 N81°42 E 51,66 54,29" 50,00'
~F'' 39 ~ ~ o ~ Tq( e9j. 1 1 / ~/ST ~~a 1 C30 32 6? - 19 ~ I I ~ Planning Office." C8 S14°45'E 79,28' 91,54' 50,00' ~ ~ i5. The purpose of the corrected plat is to stamp with surveyor stamp ;nstead C9 S61°17'W 40,03` 41,19' 50,00;
/ OS . , ~ \ ,Op. .o \ I I/ ~ ~ 6,212 SF ` v? , / >u' 12,618 SF ~ I 1 / . / ~ of the engineering stomp. C10 N77°00 W 31,09 31,62 50,00
8 0 , . ~ C32 SAS ,3 ,O 31 Sig 6? ~ / ~ dp• n ! I POND #1 / / ABU ~ 16. This plat has been recorded in file: 34078. C11 N53°51'W 48,18' 48,24` 275,00' 24,18'
~.I ~ 18,,63 SF /i / 41 / / ~ ~ 6,20$ SF a, ` ~°0 / I 1 2CC 39,376 SF / ~ ~ - ~ titi C12 S87°29'W 34,53' 38,12` 25.00' 2387' v~~~ 4~~~ C13 S03°Ol'E 36,47' 40,87' 25,00' 26,65'
oe € SEE NOTE 12 / 6 \ ~ ` 1 / 0 eo u, / 40 6,820 SF / /a 0 ~ B2 ,~0 0 \ >t6>, 20 Cq1 I L52 (0.904 ACRES] / , Cl4 S54°i7'E 73,46' 73,53' 475,00' 36,84'
+ ~I ^ ~ ~ ~v ~ 6,209 SF h > ~ SS , / / ~ `~0 e a tiro' 7,036 SF ~ ~ 6 ' . ~ ~ •33• B / 14,828 SF g .00`~~ rrTY nF MARYVtLLE. TENNESSEE C15 S58°47'E 1,30' 1,30' 475,00' 0,65'
, ~ ~ o ~ ^ vti1~o ~ 42 ~Op,,~ ~ (>p oo' P9 6 A9F eb 1.53 \ / , -
i 105.96' L9 s ~ / 2~ x..67 ~ 2p0~. ~ / V o / 0 25.0 , 4 7.155 6,328 SF v ~ ~ ~ : pp, o ~ ~OI ~ 1 J7.88' a , a 110.00' -m.... q L l o \ 6 e 89.10' 77.32 9~ o \ 6A N 6?10 SF p v ? $ 50~ N8236'W /
0o I / 39.3 / 14.22' .o^ h. 4 ...\SS~~f<p6 S6S c, . A)'T pjp 0~ / 8236E--~- , ~ i, .,r A5 1.33_N$g'03' 9, ,~0 3 Qp \S3, \3y, ~ o°• 28 6 DT £F h. u ~ 18 / ~
( \F\ ` s?. ` o ~ ? pp, . 9( ppN / n h w ~ w PGA' ,0& A{yNy o ~ / 96 6,300 SF .c~ o ~'8 Op• , ~ 0 21 ~ w ~ g r 0/ A5 B,QOp a 0.b d' r3 .3~,. 1 0 `c-4~ 6,208 5F A \ S? 9> ~ s ~ rn ~ / 7,055 SF ~ ~ 5~ S
e K OR o 1 ~y C92 ~ ,o h' O~ 0 3 •0 . 12,174 SF p N1N i o SEE NOTE 8 ~ ~ ~ , o /Vf~l ;n ~ l,~ ~ "i ~O 44 ~Q' s~' OS 00~ 27 ~ 1/>t, A N i• o o ( j ° ~p 0 o ~6' \ J
o ~ C ~ c^ 64 ! ~ 1 4, ` SS6, AG F p \ 62 ~ 1 ~ 1 S82'36' , Z ~ 123.52' N / 1".> ° z r N ' ps I 1 ' 0'` oo ~ S3 B<i 9'1' op, / 6,204 SF ° ~ 0 6?? E '"''-181.45' ~ ° ' ~„--N8 • / ~ ,~P`' ~r i 4 ~ a,
a ,z ~ o I , 0• , l t 63 ~ \ 6,300 SF .o h' `s4 ,S c o~' ? 3 t ~ w 2 36 W ; ~o o 0 / w 1 ti0 n, r rn, .o . 45 ~ p WF o' 26 b S . i Iw r, 1~ n ~ 0 10063 SF ~ J "~llp, 6 ~ ` O ~6 ~ •.O g. SA 22 1 iN.' w r I.r------~ 17 / p~. 1 ~s
~ Q = ~ rN 1 6,912 SF ~ , •pa 0 ?p / `L ~ 05. 0 1 w Ao I ° 0 1"? I o \ 6,300 SF •w o ~ . ~.0' 6,959 SF 25 .o'` F N t it ~ i~ i~
o N 65 ro r C28 h 62 1~ ~ o h 46 \ ~ ati >>55, 9,346 SF I ^ r, ~ 8,864 SF _ _ ~ o ° A ! .o \6,~ 6p r. ,moo ~9\ ~ \ tih ~ I z° I r7 1 ~ 62.45' + ~ .a L75 ~ , .pp, ~ .pp, ~ ~ ~ . 7,694 SF a ?p Mr ~ 50.00'
° ~ l 16,245 SF - ' _ 6,615 SF ~ NS , 6,300 SF , 6~p . '?,1, ~ ~ o ~ 3 ~ \ r ~ . 582'3 ' o SI2'1 , ° t ~¢9, o ~ 8S ~ oo \ 0 853, 24 9 r al 212.45' -•-_.~NB . 6E _ 1
e~ 3 ~ 9 0 61 lY .o 9`sq a 2 36 W o _ ~ F 2 h• ^ h 47 pp M u~ m'o ~ \ 0 ~ ~ N 124 ~ V ° ° ~~0 , 6\p (96 ~ \ 8,436 SF •ob r ~ I ~ ui ~ A'~ i
o ~ > 8 `6~?p, 6,615 Sr •00 ~ ~ ~ 5~ SA, ~r ~ e ~ ` 4' . 0 \ 6 300 SF , o° S I ~ 1 S z OR o \ ~ h. ~ a.~ J 6 1
o ~ ~ h• 60 ~ \ ~ 48 ~ ' CERTIFICATE OF ACCURACY .e ypR ,moo o 63 spy 9 ? / ay' ' / 13,935 SF p _t
\ , e~ 10,354 SF u 63 h PD •Op. 'p ~ ~ \ ~ g9S, Sf~'/ b ;r~ 1$26 , ~ p`~ !hereby certify that the plan shown and described he \ ~ O ® 1 (SEE NOTE 8 &9) \ ~ ~0 6,615 SF o \ ~ 6,300 SF ~ ~4 C~ C \ Cp ~ 23 ~ oe/ h~ ~x. ! e ~ 2 ~ accuracy required by the Maryvill Regional Planning C
y h' .O D ~ v C]6 O ,y> ~O ~ 9 6j \ , 'V ,,1 q~ N pla e s shown hereo o pecifications of the I \ e ~ \ B \ ` 11 F AZ ~ h 114 ,
r , ~ o ` E 59 .0 3~,p, 6p pp ~ 49 ~ C ,899 S OZ~ V 3W a ti~ , ~rC18 0 ~ .Jpp, \ \ %~4' ,~o \ c'8 C6y ~ 15 ~ w e i 5 ~ 6;615 $F 6,300 SF ~ b z~
\ ~ 5 .O h' \ / 4 - e Land S e ~ Dote 0o N ~5 ,~~5 ~ Cll wry. op ~ ~ ~ ~o \ ~ ~ B / red y ~ ~ 67 ^ ~ ~ N / . ~ 9,115 Sf fJ i
00 ° ~NfJ' ~ ~ ~ oh' S8 .0 63,p ,6Qp , ~ 50 \ A9• ~8• / b~ ~ h ~ ,y~ 1?p 0~ 9s ~ , .o o ~ ~ / ~ ~ S 'A S> > o~ •A° o •~3' ti' PPRDVAL OF f 17,463 5F (5` , ~pp• oo ~ \ ~ , s v9` ; /v / ~ A~ A ~ CERTIFICATION OF A
I ~ \ ~ 6,615 SF h. ,y~ 6,297 SF ~ 0 6 ~9• Sj. ° 5 , w.~/ b N ~ ° •.,m (SEE NOTE t 1) o h 68 ~ ~ S . ;moo \ ~ ~ 5 ~ S>, F y^~ a 14 S9• , , NUMBERS (E-911)
h " 1 ry' p0 S8 ~ ~ 57 .o B3 SOp , ~ 1 •4, ~ > F 1' , / 40 'stin ublic ~ A `v 69 ~ S3. ~ ~ .Q D g ~ \ ~ Cot '1 , , 1Y /hereby certify that (1J the names of exi g p I Ll 6,360 SF ~ ~ ¢S f ~0 • ~ \ 6 552 SF `d O 'p4 ~ > ~ / 'Q ~ 7,994 SF p,~ correct 2 the names of an new roads, whether pu \ 6 1 F Y
a - -I- POND # _ ~ 7815 SF / 851, \ ~ 0 ,6 5 S oo ho ~ ~ > h • ~ 2 A ~ / ~ N h. 56 l ~ ~ 0 , . / o 9 h / 6 ~ ~0 S 9 52 . 9 • names, and (3) the pro tubers f the lots she h SS . •8/, ti / J ' .S3. h~ ,,o ~ 2 ~ > s/ti ~ ~ h0 ~ •o , _
L13 0 6 ~ h• / Op y, F .0 6 . / ~ ~ a 5 0 1 E 9l1 System. - ~ A2, .o ti /co SS (9\NS . ? ~ o ~ c-~ ~ o , i /y5• Lh ! s l~~ oe SF ~ 70 ~ / 653, , \ oo ~ 6,l pp, 6,617 SF 0 ®.ApB ~ 7,093 SF ~ ~ , yv6. / ~
e , o~ OS 7,598 SF /4, ~ ~ h ti' ' ~ , '1, y , 0 13 !y A Io 0 0~ 8? l' (8 "i^ sd y>s SS h ~9 ~ / 5 Signorare
0 1S, h 6 0 ~ 71 p0' T Aj oh h° 9A S , > > / ~ y ~ oe\ ~ ~r. y (s0' BEST ~ ~ : 0?' ,~g "ti' S3 '3' '0`~0 ' •'/o° 06 6,839 SF j' /
~ o /a / o ~ 6,987 SF 5 ~ ?p, I ~ ~ e A/' sue, / ~ 7,011 sF ' . ' , / 5 s97 SF > ~ ' ° ~ p°/o~P ORMWATER U ~ .,0 68 s li !q ' / / 12 s ~,.r ~ CERTIFICATION OF ST
e / > ~ eon ^ ~~B , / .o ~.0 7 `~Op. c ~ NF ' ~ a ~ > , 0/ ! ' y' s o' SE 8 C8j 2 ~Aj C? ~ h~ tiA9, / ~ !y v ~ O~°,.f~ 1 hereby certify that stormwoter improvements includia e p ~ \ p 3 p 1 y 1 ~ ~ 6,794 SF A shown hereon hove been installed in an acce table rr
a C3 - 6 \ 6,516 SF .c~ h ~ 54 ?6 1L g op o> ~ ~rf.,, ♦ ♦ ~ / I'7 ' 6 C h ~ 'cifr the Maryville Regional Planning Commission, Subdivisioi
~ I A O 0 C ~ ' ' ~ ~ D Pu c Works Sfondar and Cher ado ted docun ® 5 ~ ~ (83 28 6 ~ ~ 73 '~D' ~ ~'A ?S F / o` 'l`OO.o°~~`; ~ ~b 11 ~'A. ~ ° ~~y. ~ and P 'S1 , L1 - - N 1p ~ C68 (jS 6,622 S , A~ ;r , . ,>~h b~'
/ o ~ 0 1 ~Q4 Ag , 6,458 Sf ~ ho C ~ ~ , . 6751 SF y' `09 ~
♦ ~J1' ~ e'er o of 81 p 6 .O Off' C \ 'LA ~S9 i ~ > ~ •Cr' 'hf Sto ter Engineer ity Engineer ♦ o l ~ b - ~~p, ti 74 19 9' 0>' p° 06 tP~ c6'
r s 221 sF ~ ~Q 6• > •o , ti UAL , E, / ~ ~ ~ yo SA.. ~ o . / yps, y~. CERTIFICATION OF THE APPRO / ♦ 0~ \ 13,855 SF ~ K' (8g 6,355 SF 4, 9 S e > 10 > , 1 hereb certif that the streets and other improveme
`ti \ ~i ~ S 1 0 ~ \ 0 75 S>- A , ~ C86 > y y ~ / ~ ✓ a~ ~9 S?>~ Jy?, ~h~, 80 •o , (8 ~ 6 0 s? F , >DS9S>,~~ ~ 6713 SF ~ S
• 9~ `69S 6F O '`O O ? 2p~ ? / '60' ~ '9>• F @~ '/0 >0 ' / accept b!e manner and according to the specification. `A \ \ 8 h ~ r 0 6 / ~ • ~ 44 F ' b ivisi shown hereon. ♦ ~ ~ 6,355 SF 6,2 $ ~ A ~ $ , ~ •?8, Regu ions in the su
/ ♦ / ' ~ o .'y ~ ~ ~ /b / 0 /S ♦ / + , G9 C h' ,O~ 5 AA ~0• ry , 9 >rs. J I
/ ♦ L~---~-" e ` app' ~ 6 ~ ' is 6 679 SF / ille City Engineer BOUNDAR + 6,355 SF o ~t,
/ n ~ ` ~o• F 4p' ti 78 \ 7 998 5F ~ > ~,P . ° ( oS / ,
~ ° Q p~/ D \ ~ ` ~ T~. 6 ` lA tiQ rg9 10' 4'sr S O° ti♦a b . 0 } i 5C q `:Op, 6,355 SF ~ p6 9 ~T6~ l ~O
+ ~ \ o P 3 8 \ \ e n o N , ~ o , ~ 0 'b ~ / ~ ' t ~ 0 e ~~~sf` hd' ~ S • o`~' 8f ~ ' O F /
S ♦ \ tip ~ , ~ C6 NS ~.s2 , 77 . / %y9 6,646 S ~ \ c ~ \8 0 .0
~ , ~ ~ \ ~ ~ .A2,~30,5 8,048 SF ~ 5 r' 7 ~p6. ~9 v ♦ 1 RFLOOD ~ ~3A c p~ S.AO > \ ~i
V~ e° tt 1 \ 15C yFA<.... FRINGE C7 `:J' S56. ~'S F'l'ip 1 ti>h^~ ~ 0• ♦ S , O / ~ . 6,612 SF , p•
O ♦ ~S, \ ~ r°` \ dv ` 63 G~, b'p C 6 Qt ~Ah p0 e\0 '1'
F . Q~... \ 87 ~ ti ,p 94, fl 6 yA• / o OWNER DEVELOPER: ♦ / ?y ' o AD' N 83 !p ` \ D F ~ >R 6j 0~ / lv \ S ~ ` 31A6 ~ `C6y ctz 5~~ ~ PRIMOS LAND COMPANY, LLC ~
~ ~ e,•~A". •,q * ~ \~gq 117,105 SF t^ ~ 8,969 SF 84 C ~,P 6,579 SF SS - ~ i-' FF \Dk 2.688 ACRES 88.gp. o ~o s ~ , . po ATTN: JOSH SANDERSON
SEE NOTE 9 ~ 6534 SF ~ P>, Q ~ . ~`1d , do \ ( ) Ns • ~ ' ~ ~ ~ ~R - ~ ti o° 4909 BALL STREET
° o♦ o~op \ 92~D' ~4'0"~' ~ ~ ~~o% 5 psi \ sr`~c' 9df e p♦ v \ o ~ 85 > ~ cw; KNOXVILLE, TN. 37931
\ ~ SO 6J , S~ / 6,545 SF ~ d~ ,r v `v po ~ 4> > ~ PHONE: (865) 694-7756
~ ysp. S6' NS . 8,294 SF / % , oo D,I dy SDO06~, spy \ ~ y~. 3~ s , ° yQ~ ,~oo_' ~ ~ FAX: (865) 693-9699 -Yi t
ss ~ 9, ~ r 4 > b ~ F \ N5619 ~ 6 b°%/ ~ 87 LOTS - ±2.614 Ac. COMMON AREA AVAILABLE i
\ 86 ~dfY ' ~b / ~ 6511 SF ~r cry' u' ~ ~ \ oy p \ ~ o ~ ~ LOT 67 -NON-BUILDABLE LOT (DRAINAGE EASEMENT).
11:210 SF > , A , 'S ~ fy ,o
` \ t • > ~ i 3 c b~,. ~ COMMON AREA 1.966 Ac. Re uired L5 > d ( q ) ~ ~ q \ ~ SMALL LAKE 3.518 Ac. ~y ~ r~ 3 ~ , COMMON AREA INCLUDING ( )
'~p~ ~ 1~' \ ~G \ J I~ ,/•i Vb~ i~p >0 6,478 SF ' .o \
~ G so, s . s ° ti s po ~ ±26.81 Ac. (TOTAL AREA) r
,d ~ l , ,o \ ;yb ~ DISTRICT 9, BLOUNT COUNTY ~ \ S~pg., li~,~ti , 0 6,444 SF ~ \ i
/ WDB 179 PG 249 WDB 332 PG 359 V' is ~ S°• °9a \ , ~q ' yh D?
~ o o, ' P WDB 332 PG 361, WDB 355 PG 499 Ph llis {y J ~ 6ph ~ b2 5 tip ? „app..` X01 Y
~ TAX MAP 058 D B PARCEL 16.00 $1°,~ ~ Ez ~ > ~ 6>j r° Rec 503931 1d ~ "1 II ~p`~~ y' C~• Rec'd: 15.Oi P 1
'~l % ~h`°1k 1 ~ , , r , state: O.Oi ° 1 60 Clerk: 0.01 ~ , d 80 40 0 80 other:
eT ~e9 ~h~•> 5~ ~ \I~ I . 1,,815 SF Total: 1~.o .'4
f ~ \ Abp \l9 '~PQ Ma] N ~ I~ ~i~ . ~ Ati"' ; ~ ~ uunnluiu/ 1 = 80
S > ~ I ~ '~9a 5 AL I R sob , `'66,11 \ \~p~~ P~ j' `~yF6 ~ SF ~ o~ 9 ~ ~ ANO S /
/ ~ I I c R 3~ ' I hereb certify that thls Is a Category ~ survey, the ratio of 3>~ ^>s . ~ x~ rL y ~-r ~
°DS' I ~ r ~ ~ ~ = recision of the unad'usted surve is 1: 10.000 as shown hereon, w ti°° _ P 1 y
• ~ ~ and this survey was done in compliance with current Tennessee Minimum _
p° a i Standards of Pra •ce.
A>p = co 6 ~ ~ ~ F \ MNER /A)O\ r ~
Fp ~ Q / o % F ti /k~l lJQ
/ ° NF ~a Tennessee R.L.S. 230 Date 'iii>~ SS E E N IIp1~
/'/iiIIIIIIIIIfIIfIIIiI
'li r
LOU ~ JtSti 3J G (1CC UC ~ COPYRIGHT 2016
T DESIGNED APPROVED ( SCALE
SOUTHLAND ENGINEERING CONSULTANTS, LLC WAR - _ - ~ CORRECTED FINAL PLAT FOR ASS-03-01-16-FP
- HORIZONTAL: 1 80' GENERAL CIVIL & LAND SURVEYORS ENGINEER ~ AMERINE STATION SUBDIVSION
4909 BALL ROAD ~ KNOXVILLE, TENNESSEE 37931 DRAWN ON AMERINE ROAD SHEET 1
PHONE: (865) 694-7756 i--- FAX. (865) 693-9699 WAR DATE CLT MAP 58 D B PARCEL 16.00 OF
E-MAIL: wr9hebi@sen9aonsultants.com I - ! - I ~1 11-16-16 Added notes 15, 16 surveyor stamp ! 03-01-2016 wwwsouthlandengineeringusa.com CHECKED DISTRICT 9, BLOUNT COUNTY, TENNESSEE 1 SHEET
WAR N0.1 DATE ! REVISION A2), rl CITY OF MARYVILLE, TENNESSEE
Map File FILE Page 3471B