3362BCERTIFICATE OF OWNERSHIP AND DEDICATION APPROVAL OF STREETS CERTIFICATION OF SURVEYACCURACY PLAT OF CORRECTION .off
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY I HEREBY CERTIFY THAT THE STREETS AND OTHER IMPROVEMENTS HAVE BEEN ' ' RESUBDIVISION OF 4i INSTALLED IN AN ACCEPTABLE MANNER ACCORDING TO THE SPECIFICATIONS OF THE I HEREBY CERTIFY THAT THE PLAN SHOWN AND DESCRIBED HEREON IS A TRUE ssA
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBYADOPT THIS PLAN OF ,gt,COA MUNICIPAUREGIONAL SUBDIVISION AND PUBLIC WORKS' STANDARDS IN AND CORRECT SURVEY TO THE ACCURACY REQUIRED BYTHEALCOA MUNICIPAU PELLISSIPPI PLACE ON THE OAK RIDGE CORRIDOR A
SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE MINIMUM BUILDING THE SUBDIVI ION SHOWN HEREON. REGIONAL PLANNING COMMISSION AND THAT THE MONUMENTS HAVE BEEN PLACED LOTS 1 THRU 4R-1 ~HDu RESTRICTION LINES, AND DEDICATE ALL STREETS, ALL ,WALKS, PARKS, AND ` AS SHOWN HEREON, TO THE SPECIFICATION OF THE SUBDIVISION REGULATIONS. ~ sTOfySCHRD L
OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS N D. Z$ rV THIS IS A CATEGORY I LAND SURVEY AND THE RATI F PRECISION 0 THE DISTRICT 12 COUNTY BLOUNT CITY ALCOA Z Lo
I ~ - J6 ` Date UNADJUSTED SURVEY IS EQUAL TO OR GR 1:10,000. TAX MAP 037C INSERT _ GROUP E PARCEL 2.00 LOT 1 or Alcroa City Engineer TAX MAP 037C INSERT _ GROUP E PARCEL 3.00 ~3
DATE I NATURE ,3 ~ LOT 2 ~ ~ CERTIFICATE OF APPROVAL OF UTILITIES CERTIFICATE OF APPROVAL FOR RECORDING DATE REGISTERED SURVEYOR TAX MAP 037C INSERT _ GROUP E PARCEL 4.00 LOT 4R S~P.~" srrE pELGSSIPPEPIACE r- Lo
I HEREBY CERTIFY THAT THE SUBDIVISION SHOWN HERE HAS BEEN FOUND TO TAX MAP 037C INSERT GROUP E PARCEL 4.01 LOT 4R-1 ONTNEOAKRIOGECORRIDOR ~ Z o0
I HEREBY CERTIFY THAT (ELECTRICAL OR WATER) COMPLY WITH THE SUBDIVISION REGULATIONS FOR ALCOA, TENNESSEE, WITH THE N0. R.L.S. # 2446 v ~ TAX MAP 037C INSERT GROUP E PARCEL 5.00 LOT 3 9e,~ o IMPROVEMENTS HAVE BEEN OR WILL BE INSTALLED IN AN EXCEPTION OF SUCH VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF CERTIFICATE OF APPROVAL OF WATER so,~ A
ACCEPTABLE MANNER AND ACCORDING TO THE SPECIFICATIONS THE PLANNING COMMISSION AND THAT IT HAS BEEN APPROVED FOR RECORDING y, o OF THE ALCOA MUNICIPAU REGIONAL SUBDIVISION AND PUBLIC IN THE OFFICE OF THE COUNTY REGISTER OF DEEDS. AND SEWERAGE SYSTEMS TOTAL ACREAGE LOT 1 505661.54 SQ FT, (11.61 ACRES) !!s0 °o 0 U~
WORKS STANDARDS IN THE SUBDIVISION SHOWN HEREON, I HEREBY CERTIFY THAT THE WATER AND SANITARY SEWER IMPROVEMENTS HAVE TOTAL ACREAGE LOT 2 49874.15 SQ FT, (1,14 ACRES) ~'2F Q X
PROVIDED THE DEVELOPER MAKES PROPER PROVISION AND PAYS /G BEEN OR WILL BE INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO 1188674.86 SOFT, (2729 ACRES THE REQUIRED FEES TO THE CITY OF ALCOA PURSUANT TO THE .DATE SECRET PLANN N THE SPECIFICATIONS OF THE ALCOA MUNICIPAU REGIONAL SUBDIVISION AND PUBLIC TOTAL ACREAGE LOT 3 ) ~p I G COMISSION WORKS STANDARDS IN THE SUBDIVISION SHOWN HEREON, PROVIDED THE DEVELOPER 73856.43 SQ FT, (1.70 ACRES) ~ ~9
RULES AND REGULATION THE CITY RTAINING TO THE MAKES PROPER PROVISION AND PAYS THE REQUIRED FEES TO THE CITY OF ALCOA TOTAL ACREAGE LOT 4R ~0~ EXTENSION OF T E I~~,~ ~d SYSTE . 97941.74 SQ FT 2.24 ACRES
CERTIFICATE OF APPROVAL OF STREET NAMES PURSUANT TO THE RULES AND REGULATIONS OF THE CIIY'S PUBLIC WORKS' TOTAL ACREAGE LOT 4R 1 , ( ) ~ ~ DEPARTMENT, AND THAT SAID SYSTEMS FULLY MEETTHE REQUIREMENTS OF THE
I HEREBY CERTIFY THAT (1) THE NAMES OF EXISTING PUBLIC ROADS SHOWN ON TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION AND ARE HEREBY 1916008.70 SQ FT, 43.98 ACRES LOCATION MAP N.T.S. DATE LOC ILITIES APPR ING GENT THIS SUBDIVISION PLAT ARE CORRECT, (2) THE NAMES OF ANY NEW ROAD, TOTAL COMBINED ACREAGE OF LOTS 1-4R1 )
WHETHER PUBLIC OR PRIVATE, DO NOT DUPLICATE ANY EXISTING NAMES AND APPROVED AS SHOWN. IN THE EVENT SANITARY SEWER IS NOT AVAILABLE, APPROVAL OWNER INFO: INDUSTRIAL DEVELOPMENT BOARD OF BLOUNT COUNTY LEGEND. SAID NAMES ARE APPROVED, AND (3) THE PROPERTY NUMBERS OF THE LOTS OF THE TENNESSEE DEPARTMENT OF ENVIRONMENT C SERV TION IS REQUIRED, 200 S. WASHINGTON ST
SHOWN ON THIS PLAT ARE IN CONFORM CE WITH E-911 SYST M. Z, ~ (J MARYVILLE, TN
~ 'a., - a ~ • a~~ ~ DATE ENGINEER! DIR 665.983.7715 DATUM: HORIZONTAL: NAD83
DATE 911 AUTHORITY PUBLIC WORKS DEPARTMENT BEARING BASE -TENNESSEE GRID NORTH VERTICAL: NAVD88
15' SANITARY SEWER EASEMENT
8031.49 SO. FEET UTILITY ESMT #5 UTILITY ESMT#13 UTILITY ESMT #16
LINE BEARING DISTANCE UTILITY ESMT #10 DETENTION EASEMENT LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
Lt N 40'0$'42" W 266.19' LINE BEARING DISTANCE LINE BEARING DISTANCE L2 N 671712" W 155.89' L26 N 66.51~17~~ W 20.00 L14 N 51'23'20" W 15.00' L66 N 26'26'32" E 309.53' L95 S 64.43~50~~ E 20.00 L107 S 65'44'17" E 10.01'
L3 S 17'21'28" W 232.41' L27 N 23 08 43 E 20.00' L48 N 39'39'04" E 25.27' L66 S 63'33'28" E 50,33' L96 S 251610 W 20.00 L108 N 89'39'04" E 86.96'
L4 N 60'04'11' W 15.37' L28 S 66:51~17~~ E 20.00 L49 S 50'20'56" E 30.00' L67 N 63'33'28" W 50.33' L97 N 64;43~50~~ W 20.00' L109 S 25'16'10" W 7,90'
L5 N 1721'28" E 217.24' L29 S 23 08 43 W 20.00 L50 S 39'39'04" W 25.00' L67 S 26'26'32" W 309.53' L98 N 251610 E 20.00' L110 S 64'43'50" E 9,09' 7
L6 N 26'24'31" E 117.04' L10 S 50'20'56° E 15.00' L68 S 26'26'32" W 290.76' UTILITY ESMT#14 L111 S 25'16'10" W 4.38' L68 N'67'OD'33" W 52,84' L112 S 89'39'04" W 93.12' L7 S 19'24'00" W 88.77 UTILITY ESMT #6 LINE BEARING DISTANCE
L69 N 790112 W 7.70' L113 N 65'44'17" W 13.54' L8 S 6T 1 T 12" E 153.98' LINE BEARING D S A C UTILITY ESMT #11 L99 N 26'2412~~ E 21.63' L114 N 25' 16' 10" E 15.00' h -
L9 S 3739'53" E 276.02' I T N E l70 N 26 2128 E 23.99' L100 S 41' 12 24 E 21.63' L3D S 63'35'54" E 20.00 LINE BEARING DISTANCE L71 S 63'38'32" E 9,87 L101 S 26'24'12" W 21.63' UTILITY ESMT#17
UTILITY ESMT#1 L31 S 26'24'06" W 20,00' L51 S 56.2539~~ E 80.00' L72 N 26'26'32" E 290.76' L102 N 41'12'24" W 21.63'
LINE BEARING DISTANCE l32 N 63'35'54" W 20,00' L52 S 33 34 21 W t 0.00
UTILITY ESMT#15 L115 N 26'2412 E 16.03' LINE BEARING DISTANCE L33 N 26'24'06" E 20,00' L53 N 56'25'39" W 80.00' L116 N 45'49 05 E 15.77' L10 S 50'20'56" E 15.00 L54 N 33'34'21" E 10.00' LINE BEARING DISTANCE L
L117 N 26'08'55" E 42.20' L11 S 39'39'04" W 10.00' L55 N 33'34'21 " E 25.00' 20' STORMWATER ESMT L103 S 64'43'50" E 20.00'
L12 N 50'20'56" W 30.00' UTILITY ESMT#7 L56 S 5525'39" E 80.00' L104 S 25'16'10" W 30.00' L118 N 1T0039~~ E 30.98'
L13 N 39'39'04" E 9.73' L57 S 33'34'21" W 25.00' LINE BEARING DISTANCE L119 N 262412 E 112.39' LINE BEARING DISTANCE L105 N 64'43'50" W 20,00' L14 S 51'23'20~~ E 15.00' L73 N 26'23'34" E 20.75' L120 S 13'55'39" W 51.87' ~T
L34 S 63'35'54" E 20.00' L74 S 79'01'12" E 32.12' L106 N 25'16'10" E 30,00' L121 S 26'40'09" W 36.54' L35 S 26'24'06" W 20,00' L75 S 67'00'33" E 150.33' L122 S 17'00'39" W 55.24'
UTILITY ESMT#2 L36 N 63'35'54" W 20,00' UTILITY ESMT#12 L76 S 51'09'19" E 81.22' L123 S 26'08'55" W 46.01'
L37 N 26'24'06" E 20,00' , „ LINE BEARING DISTANCE L77 N 51'09'19" W 75.02' L124 S 43'55 20 W 34.06'
L15 S 6721'36" W 19.55' LINE BEARING DISTANCE L78 N 6700'33" W 145.44' ~ L125 N 41'12'24" W 10.82' l 1
L16 N 22'38'24" W 20.00' L51 N 56'25 39 W 80.00 L79 N 79'01'12" W 35.53'
67'21'36" E 19.55' L55 N 33'34 21 E 25.00 L17 N UTILITY ESMT #18 h L56 S 56'25'39" E 80.00' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH LINE BEARING
L57 S 33'34'21 ° W 25.00 DISTANCE C2 20.44' 48.20 24'18'05" S 48'32'11" W 20.29 L126 S 76'32'12" E 73.52
CURVE TABLE -UTILITY ESMT #2 L127 S 72'33'49" E 143.04'
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 15'TRAVERSABLE L128 5 65'49'36" E 227.38'
C1 20.00' 5951.63' 0'11'33" S 22'38'24" E 20.00' STORMWATERACCESS L129 S 25'16'10" W 15.00' f EASEMENT#1 „ ` L130 N 65 49 36 W 226.21'
LINE BEARING DISTANCE L131 N 72'33'49" W 141.63'
L83 N 26'26'32" E 15.00' „ L132 N 76 3212 W 21.85' W L84 S 63'33'28" E 34.30' t~
L85 S 26'26'32" W 15.00' L133 N 41'12'24" W 25.94' V UTILITY ESMT #3 UTILITY ESMT #8 MONUMENT ESMT #1
L86 N 63 33 28 W 34.30 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE UTILITY ESMT # 19 h
L 5' ' 9" 00' L18 N 64'44'58" W 20.00' 38 N 6 25 3 W 1. 1 L58 S 63'35'54" E 25.00 LINE UTILITY ESMT#13 BEARING DISTANCE a
L19 N 25'15'02" E 20.00' L39 N 36'05'31" E 25.02' L59 S 26'24'06" W 20.00 L134 S 63'35'48" E 211.14 ti
L20 S 64'44'58" E 20.00' L40 S 5525'39" E 10.01' LINE BEARING DISTANCE L60 N 63'35 54 W 25.00' L87 N 58'25'02" W 20.00' L135 N 68'10'23" E 91.45' ~ ~
L21 S 25'15'02" W 20.00' L41 S 51'23'20" E 10.01 L61 N 26'24'06" E 20.00' ~ „ " L136 S 63'35'48° E a ~ L42 S 36'05'31" W 25.02' L88 N 313458 E 61.99 13.86 MONUMENTESMT#2 L137 S 26'2412 W 15.00 Q-I
L89 N 05 38 32 E 42.47 L43 N 51 23 2D W 10.01 LINE BEARING DISTANCE L90 N 23'26'30" E 19.71' L138 N 63'35'48" W 7.14' ~ UTILITY ESMT #4 ~ rr.
L62 N 26'24'12" E 25.00' L91 S 66'33'30" E 13.80' L139 S 68'10 23" W 91.45' F
LINE BEARING DISTANCE UTILITY ESMT #9 " L140 N 63'35'48" W 479.18' ~ ~ F..I h L22 S 60'05'18" E 20.00' L63 S 63'35'48" E 25.00' L92 5 23'26 30 W 20.00
LINE BEARING DISTANCE L64 S 26'24'12" W 25.00' L93 S 07'59'18" W 44.90' L141 N 51'00;58" W 35.47' a L23 S 29'54'42" W 20.00' L65 N 63'35'48" W 25.00' L94 S 31'34'58" W 61.99' L142 S 38'59 D2 W 24.88'
L24 N 60'05'18" W 20,00' L44 N 63'35'48" W 25.00' a F L143 N 41'12'24" W 15.22'
L25 N 29'54'42" E 20,00' L45 N 26'24'12" E 25.00' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ~ F L144 N 38'59~02~~ E 70.97' L46 S 63'35'48" E 25.00' C3 7.03 85.00 4 4411 S 68 55 36 E 7.02 L14 a 1_ +
5 N 48'03 21 W 6.38' L47 S 26'2412" W 25.00'
15'TRAVERSABLE L146 N 41'56'39" E 15.00' WATER QUALITY ACCESS L147 S 48'03'21" E 20.62'
EASEMENT#1 &2 L148 S 38'59'02" W 47.93'
LINE BEARING DISTANCE L149 S 51'00'58" E 33.81' L160 S 26'21'28" W 15.00' L150 S 63'35'48" E 244.67
REVI. 1161 N 63'38'32" W 506.61' L151 N 26'24'12" E 32.00'
L162 N 41'15'35" W 44.28' L152 S 63'35'48" E 15,00' -
L163 N 26'21'28" E 52.15' L153 S 26'24'12" W 32,00'
rt, L164 S 63'38'32" E 30.00' L154 S 65'44'17" E 10.01' ylhs zee crisp, Register L165 N 26'21'28" E 30,54' Blount County Tennessee I
Rec 4ae43e L166 S 63'38'32" E 15.00' Rec ~ d: I5. oo Instrument 760004 WATER QUALITY FACILITY EASEMENTS (1 THRU 4) _ f
state: o.oo L167 S 26'21'28" W 15.00' (WOFE) ~ clerk: o.oo Recorded L168 S 26'21'28" W 30.54'
ZONING INFORMATION other: 2.00 i/IS/2ois at Io:25 aM LINE BEARING DISTANCE Tota=: i7.oo in L169 N 63'38'32" W 30.00'
ZONING&SEfBACKSATTIME OF PLAT FILING RESEARCH AND Map File FII,6 Pgs 3362B-33628 L17D S 26'21'28" W 27,10' L183 S 26'26'40" W 20.00
DEVELOPMENT PARK"RDP" (LOTS1AND3)ANDOPENSPACE"OS" ~ L184 N 63'33'20„ W 20.00' (LOTS 2, 4RAND 4R-1) SHALL FOLLOWAPPROVED DEVELOPMENT L171 S 41' 15'35" E 31,27 , L185 N 26'26'40" E 20.00'
PLAN L172 S 63,38 32 E 336.71 L186 S 26'21'28" W 5.00'
L173 S 26 38 26 W 230.59 L187 N 63'38'32" W 20.00' ' GENERAL NOTES L174 N 63'33 20 W 536.03 l
L188 N 26'21'28" E 5.00' L175 N 63'33'20" W 20.00' 1. ALL UTILITY AND DRAINAGE & CONSTRUCTION ESMTS ARE AS RECORDED „ L189 N 26'21'28" E 5.00'
L176 N 63 33 20 W 22,60 ~ IN THE REGISTER'S OFFICE OF BLOUNT COUNTY, TENNESSEE OR TAKEN L190 S 63'38'32" E 20.00' ~i ~
FROM TENNESSEE DEPARTMENT OF TRANSPORTATION R.O.W. PLANS. L177 S 26'21 28 W 50,43 L191 S 26'21'28° W 20.00 THERE IS RESERVED A 10' EASEMENT FOR DRAINAGE, CONSTRUCTION L178 N 63'3832" W 15,00' L192 °
AND UTILITIES ALONG THE EXTERIOR OF ALL LOT LINES, AND GENERAL NOTES CON'T L179 N 26'21 X28" E 15,00' N 63 38 32 W 20.00'
A 5' EASEMENT FOR DRAINGAGE, CONSTRUCTION AND UTILITIES ALONG 3. IRON RODS AT ALL CORNERS UNLESS OTHERWISE INDICATED. L180 N 26'21 X28" E 50,45' L193 S 63'38'32' E 20.00' ALL INTERIOR LOT LINES „ L195 S 63'38'32" E 20.00' JOB
2. PROPERTY IS SUBJECT TO ANY AND ALL RESTRICTIONS, 4. LOTS 2, 4R, & 4R-1 RESERVED TO OPEN SPACE TO MEET' THE 5% REQUIREMENT L181 S 63.33 20„ E 593,65 L196 N 26'21'28° E 20.00'
CONDITIONS, PLANNING COMMISSION REGULATIONS, ZONING FOR LOTS 1, 3 AS PER APPROVED DEVELOPMENT PLAN. L182 N 26 38 26 E 230.54 DAT 5. LOT 4R RESERVED FOR FUTURE PARKING AREA.FOR LOT 3, L194 S 63'3832" E .146.94' L197 N 63'38'32' W 20.00' ORRIANCES, RIGHTS-OF-WAY, EASEMENTS, AND BUILDING LOT 4R SHALL REMAIN OPEN SPACE- NO BUILDINGS PERMITTED L198 S 63'3832° W .20.00' DRA - i
SETBACK REQUIREMENTS, IF ANY, AFFECTING SAID PROPERTY
ONLY THOSE FEATURES CLEARLY EVIDENT UPON THE SURFACE 6. ACCESS PROHIBITED ALONG STATE ROUTE 33 ! OLD KNOXVILLE HIGHWAY CHE
OF THE GROUND ANDIOR NOTED IN THE DEED REFERENCED FOR LOT 1. CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH HEREON ARE SHOWN. 7. 20' INGRESSIEGRESS EASEMENT REMOVED WITH RIGHT OF WAY DEDICATION
DECLARATIONS OF EASEMENTS ALONG OLD KNOXVILLE HWY C5 105.80' 67.50' 89'48'15" S 71'32'33" W 95.30' i
1. BELLSOUTH TELECOMMUNICATIONS EASEMENT - MISC BK 137, PG 107 8, LOTS 1 THRU 4R-1 ARE NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD C6 82.29' 52.50' 89'48'15" N 71'32'33" E 74.12' FEMA FLOOD MAPS 470D9C0137C AND 47009C0141C (ZONE X)
z. FUMES EASEMENT - woa 248, PG 184 C7 15.01' 118.00' 71 718" S 63'33'22" E 15.00' ~ 4
Ma File FILE P