3484BCITY.:. OF MARYVTLLE. TENNESSEE - ,
SURVEYOR S NOTES: CERTIFICATE OF APPROVAL FOR RECORDING „
f hereby certify that the subdivision plat shown hereon has been • found to cam ! 'with the subdivi ' 1. 1/2 new iron rods will be set at aU internal lot corners.. CURVE TABLE LINE TABLE Ay sron regulations forahe Maryvi Planning Region, with the exception df-such variances, if an , as noted in . _ - _ - - -
the minutes of the.Plan cam on and that it has been o y 2. Drainage and utilty easements shall be B feet on each side. of all interio No. Len. Radrus Delta Beoring Chord No. Len. Bearing 9 pproved by that body for recording fn r Ci 31.42' 20.00' 90'00'00" N85'3746 W 28.28' Lf
3.17 S49'22'14"W ..the office .of the Cou s er. lot lines and f0 feet on the inside of al! exterior lot lines and street ri hts g C2 19.58' 325.00' 3'2709" N51'39'19 E 19.58' L2 3.30' S6T00'16 E of way. There shall also be eosemenfs 5 feet on each side of al! as-built „
( ( water uti i C3 68.66' 325.00 12'06'17 N59'26'02 f 68.53' L3 25.00' N22'59'44"E I ty rues, and 7 1/2 feet on each side of as-built sewer utility C4 68.66' 325.00' 12'06'17" N7f'32'19 f 68.53' L4 25 N ' °
00 22 5944 E ecr ann mrssron a e roes. CS 68.66' 325.00' 12'O6't7" N83'38'37"E 68.53' L5 27.30' S4 24'36 E
3' C6 68.66' 325.00' 12'06'17" S84'1506"E 68.53' L6 16.91' S22'5994'W
CERTIFICATION OF OWNERSHIP AND DEDICATION 3. Front Building setback shalt be 30 feet from all street rights-of-way and C7 63.50' 325.DO' 11.11 42" S7Z'3607"E s34o' L7 32.58' s22.5s44 w f (we) hereby certify that 1 am (we are) the owner(s) of the property shown and described heredn and joint permanent easements, unless otherwise noted in restrictions. All other C8 28.80' 20.00' 82'30'19" S7?'44'35"W 26.38`
that 1 (we) hereby adopt this plan of subdivision with m our free consent, establish the minimum -Setbacks shall be rn dccordance with the Zoning Ordinances. C9 53.55' 325.00' 9'26'27° N35'1239'E 53.49' Y( )
. building restriction lines, and dedicate all rights of way, streets, alleys, walks, easements, parks, and C1D 47,24' 325.00' 8'19'41" N44'05'43"E 47.20'
other open spaces to public ar private use as noted.. 4. Located in Flood Zone X (areas outside of the 0.2% annual flood and Cif 80.96' 275.00' 16'52'04" S39'4932"W 80.67 ) Flood Zone'A (areas within the 1% annual flood, no base flood elevation 012 34.35' 20.00' 98'23'45" S1T48'23E 30.28'
(.~iC_ C13 110.07 100.00' 63'04'00" N81'2T44"E 104.60' % determined er Flood Insurance Rafe Ma
woe ) P p Communrfy Panel Number C14 " e 47009C0144C in Communrfy Number 470356 dated September 19, 2007. 10.47 20.00' 30'00,00" N34.5544 E 10.35' _ C15 9.39' 20.00' 26'5341" NO6'28'53 f 9.30'
weer 0e C16 95.42' 50.00' 10920'28" S4T42'1TW 81.58' 5. Flood information shown hereon based on FEMA Leiter Of Map Amendment Ct7 38.89' 50.00' 44'34'03" N5520'28"W 37.92'
Case Number 02-04-1132A, doted January 30th, 2002, Traci C. C18 25.43' 50.00' 29'08'21" N18'29'16'W 25.1 '
.CERTIFICATION OF THE APPROVAL OF SANITARY SEWER UTILITIES C19 ° s ~ 39.49 50.00' 45'1527" N18'4238 E 38.48
1 hereby certify that the water and sanitary sewer improvements have been or will be installed in on 6. No Instruments of ReCOrd reflectin eosemenfs ri hts of wa • ~ " " g 9 y, and/or C20 44.42 50.00' 505351 N66 47 f7 E 42.97 \ / occeptoble manner and according to the specifications of the Maryville Regional Land Developments ownership were furnished to the Surveyor, except as shown hereon. The C21 14.77 20.00' 42'18'29" S71'04'59"W 14.44'
Regulations fn the Subdivision shown hereon, provided the developer makes proper provisions and goys Surveyor has made no attempt fo access the public records for an C22 63.36' 150.00' 24'12'10" N62'O1'49 E 6 . '
y 2 89 / the requirred fees to the City of Maryville pursuant to the Rules, Regulations, Rates and Policies' of the easements. Subject to any easements, regulations or restrictions in effect at C23 62.50' 150.00' 23'52'28" N86'04'08"E 62.05'
.City of Maryville W ter Qu ity Department. the time of this survey. No title o inion is ex ressed or im tied. C24 39.24' (50.00' (4'5922" S74' / P P P 29 57 E 39.13'
C25 21.32' 150.00' 8'08'40" S62'55'56"E 21.30' ~ c26 7. The Surveyor has made no attempt to locate underground utrGtres, 36.18 150.00 134912 S515700E 36.09
,neer onager - a er ua, y on ro epa men a e ride ro rid fo n i C27 0. " u rg u u dot ons, underground encroachments or underground 29.8J' 5 00 34'0937 S7T53'57 E 29.37
improvements, except as shown hereon. Actual location of all under round C28 17.43' 20.00' 49'56'22" N70'00'34"W 16.89' CERTIFICATION_ OF THE APPROVAL -0F WATER UT/L/T/ES irfies sh' I v ' 9 c29 78.50' So.oo' 6s•57D5" s155o'36"E 70.66' /
at ou d be enr"red through Tennessee 1 CaII (1-800-351-1 f 11) or l hereby certify that the wafer improvements hove been installed in an acceptable manner and C30 127.54' 50.00' 146'08'44" N7T4742"W 95.67 the utilty provrder prior to any excavation or construction: /
' according to the specifications of the Blount County Regional Land Development Regulations in the C31 8.49 50.00' 9'4357" N00'08'38'S 8.48' y . ~
Subdivision shown hereon. C32 17.49' 20.00' 50'0695" 520'02'46"E 16.94' 8. Basis of Bearings is the State Plane Coordinate S stem for Tennessee as , / y C33 38.23 100.00 215408 S56'03'12 f 37.99'
~r c/ derived from Continental Aerial Survey contra! points #100107 and #100111, C34 28,25' 20.00' 83'48'16" N71'0536"E 26.71' /
onager, o oun oun i, is nc a as in referenced to the North American -0atum of 1983. Elevations shown C35 45,08' 32500' 756'53" S33'09 55"W 45.05' hereon are reference to the National Geodetic ~erficaf Datum of 1929. C36 63.08' 32500' 11'0713" /
S42'4158 W 62.98' C37 72.47 27500' 15'0558" N40'42'35"E 7226' CERTIFICATION OF STORMWATER UTILITIES x
9. Numbers in arentheses `are ties to / 1 hereby certify that stormwater improvements including all drainage structures and appurtenances as P easements. All sanitary sewer and C38 34.96' 20.00' 100'0951" Ni6'55'20"W 30.68' storm drainage easements are centered on the as-built locatrons of the C39 31.42' 20.00' 90'00'01" S04'22'14'E 28.28' 6
shown hereon have been installed in on occeptoble manner and accoMing to the spec cations of the / ' Maryville Regional P/anning'Commission, Subdivision Regulations, Land Development and Public Worka aPPurtenances. ~F
_ / Stands"sand otderadop ed documents.
c / _ ~
~~C ~ - / I ~ ~ wa er gmeer , ngrneer a e
- _
STORMWATER' NOT ' E. CERTIFICATION OF THE .APPROVAL OF ELECTRIC UTILITIES
!:hereby certify #hat the electrical improvements have been or wiH be installed in an acceptable manner / Any stormwater faalities located 0o- the subject -and according fo the specificaBons of the,Alcoa Regional Land Developments Regulations in the DRAINAGE EAS
property shall be the perpetual marntenonce obligation / EMENT Subdivision shown hereon, provided the developer-makes proper provr'sions and pays the required fees to , RB 2186 PG 427
the C; of Alcoa ursuant to the Rules and re Motions of the c; of the Property Owners Association without recourse fo ' ty p g ty pertaining to extension of electrical 'the. City of Maryville or Blount. County.. /
s ~ -
/ /
onager, nco epa men a e ' /
CERTIFICATE OF ACCURACY DAMS rT~ -
1 hereb cerff that the Ian shown and described hereon is a true and correc ~IIB 656 PG 899 / y fy p t survey. to the . \
/ - accuracy required by the Maryville Regional Planning Commission and that the monuments have been / i
place s wn hereon to the specifications of 'the Maryville Regional. Subdivision Regulations. / ~
~~oh ,Q, o~~~ /
egrs Bred on Surveyor e ~ , ~ P ~ a 2 .
~ q~\ /2"N!R Q NSF N'4G CERTIFICATION OF HIGHWAY DEPARTMENT - ~ ~ o MF 4
P v NT / ~ „ \ .'This subdivision lies along an existing County road. The Improvements related fo streets have been N22 59 44 E \ ~l
installed according to County specifrcation; and according to the specification of the 71.86' \ / „ \
N30'12 09 W Plannin Commission's ' i ' • • , g Subdwsron Regulations, except os noted hereon; or properprovrs,ons hove been / ~ ~ 40.13 \
mode .for th ' nstahatio i \ S22'59 44 W
25 / 12.63 \ -
/ oo .9807 SF ~ 2 \ 1~ sr ~ a e h' s ~ S6' ~ 1
_ 1 / A~ ~ ~ti \~o S3, g 1. ~ 4p / / ~ ~ ~ ,
CERTIFICATION OF APPROVAL OF ROAD NAMES AND PROPERTY / ~ o°'' ~ti ~2'• ~ \IS' A=302.70' T
- NUMBERS E-911, / 24 F ~ \ R-275.00 / 1 „ ~ 1
l hereby certify that (1) the names of exfstfn ublic roads shown on this subdivision -fat are correct / +'S~ ~ \ 1 2"N1R D=63°04 00 9 P P Q 0.190 Ac. 0 2V \ / , 0 / / o s• i.
2) the names of on new roads whether ublic or ovate do not du !;cote on exstin names ~ / ti C38 ~ \ - ( y P P P Y 9 ,and s. / SR 8293 SF ~ 0.264 Ac. B-N81 2744 ~ _ 1 / ~ / \ (3) he property numbers of the Pots shown on this plat are fn conformance with the E 911 System. Fq / 5 11482 SF _ ' i
s / ~ C 287.65 ~ / S
r na ure ~ s ~ v ~ l• F. S s / / O 1 " ~
9 a e c~ ~ O/ / sr / 6 h o ~ 23 0 9 C37 SEWER ~ ~i~9~ / 0 R 'li• 15 8 F s 2 ~ 0.188 Ac. ~ ~ EASEMENT 2 ,
T ~ s .8209 SF F / ` ~ \ ~S, s -
~ j aR, o .0.164 Ac. / / e / ` ~ a C~ ANT
/ ~ o~ ho sR ~ ti% ~ 35 M \ - ~ 1 7146 SF/ w s,
0 / o• ~F ~ 0.2 - 22 F o ~ 22 Ac. o ~ ,•,.,,C6 C5 / o s / s / Fti N~
_ / 0.187 Ac, 1~ A~ a / o ,o. C 1 o s T 9668 SF ~N / s 8125 SF F/ h~ ~ / / R'' N•-'----
~s fi~ ~ 28 1 ~ ~ RA, o „ 1~DB .679 PG 584 ~ ' P 'S / °o a ~ 3 ~ ~ o'
be ~ ~ 0 0.162 Ac. ~ o / •3 0~ o ,~1 ~ ~ o F ° o s~ / o, / 1 • ;5 k. 0.269 Ac. o o R
s 5 1 66 SF/ 'S 5 34 ~ 1 ^ ^ 0.187 Ac. • - h 11720 SF 0 2 6 0 ~1 0.167 Ac. , - - 8143 SF rn • ~ / 21 0 ~ w ~ ~
~~c b~c 6,`'a+.,, ~ / g~ G ~ s 7280 SF ~ ~ • cn ~.S - s s / ~ 0.277 Ac. 1 0 ~ / Q ~ , ,
- ws ~ ~ 12070 SF ~ 1`' ~ g~ ,•y g. ~ ~ ~ ~o / ~ / ~ ti h 1 s 5 / 8
~ o ~ I o Q F ~ 1 0.163 Ac. / 1 ~ / ao,. 1 ' C17 2. F o C30 ~ s ~ o~ 16 ~ 0.325 ~ s ~ / g / a s /
s , 7113 SF / ~ / l 5 33 A . ~ / ~ 5 14159
g o , 'h o, o / ~ 0.164 Ac. 0 0 e, I e R ~ ~ / A• ~ L5 p~ NSF N'~G ~ ~ , a+., , s 7147 SF 1 r ! ct s,o~ ,
~ _ P '~F F ~ F . / ~ 00 ~ 6'ry 6~ 3 S tip k ~ h
30 C36 1 9 ~ , 0 38 6 ' Qo~s \ / ~ R ~ o \ R a 1 0.16 1 / ' S0 0.207 Ac. / / ~ ~ 5 AC. RS , 3 , A• ~
C3 ~ 9007 SF / 32 s' F sR `~s 7198 SF/ C15 ° ° Bu~LD~NC '03 - ~ ~ / h 0'~ 0. s / C14 SBA F
\ / C32 CK 9 / 0.162 Ac. C29 ~ / ~ c~. OR, 0 / C19 I (lYP }
5 ~ / / s 7066 SF ~ / ~ ~ ~S \ 33 ,~y 5 / 39 0 / _ ~ o \ ~ ~ 0.164 Ac. 6
~ a \ /20 35 0'~ F h 9 ~ 556 Ac. \.2 1 / 201 Ac. , of
~ ~ \ ~ S 3' C34 / C11 / a~,., & 7123 SF / , C20 0, , ~P~' / 24237 SF q ~ s~ p ~ F ti sA oR ~21 , 0 8771 SF o~ g i
h ~ ~ -MIN. FFE , 27 s s ~ o ~ s s ~ ~ ~ , g ~ ti Q- ss 6 ~ ~sF cry F / 0.198 Ac. A. - + a h' ~ s.,
/ 890.26. ~ F ~ ',s ~ 5 ~ MFR ~ ~ ~ ~ oo h F ~ \ \ ~ ~ ~ NT 8620 SF , g a'.. ~ •h / / -
o - c / c12 ~ ~ 40 / ~ 1y/ a / 10 / \ ~ o e, F ~ / \ ~ \ 19 o' •o 0.219 Ac ~ , , s 0.169 Ac.
APPROXIMATE ~0 0.428 AC. C25 S ~ / + ~ ~ O. z \ a. 5 9550 SF 7367 SF cEMERI(NE or- / o\~NF 18638 SF ~ \ . ~ . ~ o / 1`'' /
CROOKED CREEK <'O \ Ss ` ~ 0 Dcg / / 0 ~ 00 _ aF M1N. FFE ~ oo' h/ s ` - - r tip' ~ / •o a+., o•
q s. ~ Ss~, LNG s>. 42 ~ o• 0 / \ , s , 3 11 F 890.44 ~s L6 00 ~F oo ~ ~ 3 / F F 1s' r s \ / / / 0.172 Ac. ii t-_
25 WITNESS / k ~ ~ S\ (S , C ~ i / F ~ / •oo~ 0 0 - o / s 7500 SF
1 2"NIR ' \ 2 \ p ~ 0 ~ / .•y5 0 , sy~ ~ / oe RT / o. / h ~ lid ~ ~ o
S 'o ti g. POINT \ ,+,g1 ws ~ ~ 0 ~ , / 12 F ill
~ e~ 25 WITNESS , ~ ~ ~ ~ Eqs s~FR 0.172 Ac. iVDB t ~e 4J, 1 /2 NIR _ ~5 p0 1 B \ ss MN 1 y `~2 0 ~ 2j\ FMFNT s 7500 SF
y ~ jo F s c22 ~ ~ 1 „ k a 0.450 Ac. / 0.443 Ac. /
TO ~ 1 5 ti \ \ 0.333 Ac. C24 ~ ~ o , SPENCI N ,A - 19611 SF 19292 SF ~ o A. o $p \ C23 ° ~ 0
~ ~ ,A , MIN. FFE , a 14484 SF \ ~ •o s3 PLAT , ti M1N, FFE ~ , \ ~ o. 1 s Oq ~ •21 d ~ 25 WITNESS h MIN. FFE ~ F i
a O •2 „ 890.64 0 ~ _ cS G 1\.~ 8~ ~ 1 2 NI 0 890.81 ~ 0 - - - 13 6 / R s. ~ s ~ \ 890.96 15 N ~~'3\ 5/ s .a ~ ~ ~ 0.213 Ac.
~ ~L' ti ~ a N ~ , 0.281 Ac. o g~ 35'WITNESS ~ ^ ~ 12224 SF ~ cr 9294 SF
~T \ N . 14 N A3 1 /2 NI ~ h MIN. FFE a N 0 'o 0
o ~ ~ 99, ~ N \ o .290 Ac. ,o. ~ ' N 891.12 ~ 12614 SF 1 `1.8.6 ' / s. 30'WITNE~ ~ \ ° ro ~ ~ 1 2 EIR
0 8 „ ro ^ ~ti' / 1 1/2 NIR ss \ \ o MIN. FFE ~ ~ ~ POINT ..---35-68.... ~ v~ 891.26
- CROOKS 3o wlrNESS EE- 1 2 NIR " 0 CR ~ 40 {MESS
K N8 0 / 1 NI ,
~ ~ ~ 2 0 5 ! hereb certi t a w 478 47 1 F oNf X 5 6 Y fY h t thrs rs c . N O5,` Loop ~ q~ ~9 ti' precision of the unad usted st
BELT s z°NE ra ~1 ~ ~ 011r \ A w. .n n ~ S 7n ti and thrs s~rvav wns dnna in ,
A•• C _ rG 2 146 Standards of Practice. ..r. r..v ....r. vvrrvn. ,..,,nvvwv nm ur„u,n OUlLUIIYV JCICHf.fS L1IYC "ractice. - - - EASEMENT LINE y co
N \ ~u 5'ITNESS , 1/2WEIR c Q rc~' POINT ABBOTT DATE: 4/19/16 ROAD CENTERLINE 60' 30' 0 60' 120' Z
flWR 173 PG 29 0 Ni ABBOT
0 IkX ~P WDB 586 O PG 903 Tennessee R.L.S. 19 9 -mmmmm SCALE: 60'
n C 43"q