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4483Bi ® E 0 U V) 2 a to M 0 M 0 N CID in 4 0- Lu N W' w c9 a 'Lu N 0 ti N 0 t- 3t 1/2bJt� fY/J1V Phyllis Lee Crisp, Register T POINT O �' L438 Blount County Tennessee LEGEND: QQ 1/2bR Rec #: 646921 O Rec'd: 15.00 Instrument #: 969468 State: 0.00 EIR EXISTING IRON ROD Clerk: 0.00 Recorded EiP EXISTING IRON PIPE other: 2.00 8/9/2023 at ll:lo Art NiR NEW IRON ROD LLI` r.9/ Total: 17.00 in N&D NAIL & DiSK Ow l 5 "LLER tioa�/"� Map File FILE Pgs 4483B-4483B A_ ARC LENGTH D= CENTRAL ANGLE (DELTA) �oy RB 2551 PG 763 0� R= RADIUS �� 90 AILBOX / B= CHORD BEARING N, POINT CLUSTER LOCATION / L159 C= CHORD LENGTH Ow / Ac. ACRES (PART OF COT 177) o . SF SQUARE FEET 130 WDB WARRANTY DEED BOOK ORd PHASE n 0 0.230 Am./ L�4 .10032 Sr RBRECORD BOOK ' h MRB MISC. RECORD BOOK SITE C34 v,6\ L163 PG PAGE ® POINr C89 \ V RR RAILROAD ! 131 / C35 0.174 Ac. TYP TYPICAL �,.. r.. ®✓ f �, .0 , L542 1 7594 SF R/W RIGHT-OF-WAY v CROOKED I <) .�- M.F.E. MINIMUM FLOOR ELEVA77ON / L��1 L156\ -' L166 CENTERLINE `T / C32 o I 12 A Q TREE O� Oq0 143 L144 L147 \ \ `� 73002q sF BOUNDARY LINE Gtv� L140 90 175 C31 . ` ROAD RIGHT-OF-WAY LINE PONT / L13s 88 0189 Qcq • 75070 "sF =' COON F Use - !O7 LINE t3691 SF EASEMENT LINE 87 0.t72 Ac r. 7500 SF (aE+En1>rv0 -+ rn 133 �. 7300. SF I 0.172 Ac. - _ - - - `?oy 0.f98 Ae. 750o sF - BUILDING SETBACK LINE c' 86 am sF _ _ i I t521 - ROAD. CENTERUNE / oyF`F �. ✓ `�' 211 SF - L154 C30 -... / L151 - CROOKED CREEK 85 Lf41 L145 L148 3.5' DRAINAGE L172. n / 1� 0.201 Am : .- C29 -- -E4 is `. 134 _ POINT S 1 sit 8764 SF 028 - . '- -� 0.172 Am 7500 SF ! J h'e? ��3 0.174 As L 13 L325 C [y �� 7569.SF C27F� �g0 �� L373 - U75 N i� o / C60_ ._ 135 . '3 3 ti 83 070 I - t 528 129 I ' 7is�o SF ^ M ry0- 0.228 Aa .. ,�Z C71 L403 0.229 Aa V V� �� . 9827 SF V / ^ 0 . N 106 9977 Sr 1 L5t 9 /. n, i 0.229 977 Aa 20' DRAINAGE 9977 SF EASEMENT ! , .r-•-= Lt78"- 8 / cgs C84 105 I L323 ? s L5t ' . 82 Va2 C7 a f 12 s Ac. L370 128 I j� o. 136 Ao n ' 9822 Ac. / / I 7750 SF 9 25 A C85 I o, 107 0.172`Ac. J L400 0.172 A. 7500 SF i 4,?6 C25 / -C83 7500 SF / N / C73 / C86 I i L321 L181 0. POINT a J� v 81 I / 91 M. 'n 7500 sF "3 L367 '� 127 i N �. i 137 / 0.321 Am . '3 "1 0. I 108 a 75� SF I 0.172 Am µ 0 224 Ac. r L397 i 1 J 7500 SF J 9776 SF I C24 I / 1397�7 C82 °p I 7500 e� M 1123 / C74 / R7.y M M o.1 03c. i mn ' L319 1 138 o / 92 �' 7300 SF ' L363 M 126 i ".' 0a72 A. -� N 0.39 Ac, M 109 0.197 Aa I , 7503 SF ++ 80 I 13716 Sr L393 ' I 7851. SF 8562 SF 91 1 . %3 A I C23 ) I L420 ' 30' BUILDING I C61 I 060 018 C`� L187 WATERS 1/2bR . L. 121 0 I SETBACK N (C57 i C92 i 139 i 5 L12 102 WDB 21 PG 301 L43 �4t8 L416 C88 O �7 c. I C69 C62 110 125 I JF026224 sF T ' 7.9 Lp81 c22 I. I 0.207 Ar J L2 t 93 Cal I 7 etas sFI �� f/2irr J RAINES o zo 9 \ 0,227 Ac. J rn I L278.: 0 172 N WDB 623 PG 415 s� 9e67 SF h I J �+ L267 ( h o 1 02 Am a,. 870 SF \ \ \ "� L357 L316 SF j \ J L390 ( i L 190 ye�6 I I 1 L11 S \ L413 o M a ( 111 124 I rn ( 140 j A�kTIFICATION OF THE APPROVAL OF SANITARY SEWER ) , , �' M' m 101 J %" 0.172 Aa I 0.172 Aa m 0.189P. UTILITIES 0.172 Ac. 94 a172 AQ o 750o SF 75°0 SF �I J 8221 L27s L284 78 \ -+ \ °90007 Am. Teat SF I a� I'� I LW4 L314 I J I i 171 I hereby certify that the sanitary sewer improvements have been or will be installed in an 7500 SF �s O.f78 j \ . 1 �� \ L387 Lt 93 0, 1161 �' 1 n3s sF acceptable manner and according to the specifications of the Blount . County Regional Land 115 9 0 0. J72 Ac. I ' Developments Regulations /n the Subdivision shown hereon, provided the developer makes `t , L \ L� "� ( 112 123 I Z I V rn J 141 h 159 7500 SF SELLERS P 9 P P 1D0 V 0.172 Am 0.172.Ac. M198 0.422 Ac. J proper provisions and pays the required fees to the City of Maryville pursuant to the Rules, ` J 77 \ S5 0.t72 Am J 2 Q � � ' -r � � 8 M SF -+ 3 1 I RB. 2191 PG 2224 1 Do \ °afoo86 Asf 7500 SF 41 J 75W Sir ( 7500 SF ( > �6 183s1 sF L273 0.172 Ac. R lotions, . Rates and Policies' of M Tie Water Qua# Control Department \ �n 7500 SF \ I 7 L351 L312 L287 C� �� i \ ' \ L384 Q Q n- C9 , L112 \ L405 i.0 M o L198 158 ^ 0.260 A . I `O oro I 170 m Engineer onager - a er Quality on epo n Date I o 99 W M o W �6 �64 - J 7692 SF HICKS m I o w I 118 122 J o '� J 142 p, 0.299 Am. 1 f3f0 'SF I i $1n A� o 78 \ ., to nl 0.172 AP J N 34 � � 7s� sF � N °i5 0 "sF' � . � I �' � J °e2o508i Av. � � 13010 sF � RB 2345 PG 498 CERTIFICATION OF APPROVAL OF ROAD NAMES AND ` 0 7500 SF' \ . �� a„�96 75°° sF J 1Qc I L339 L310 J I I '� PROPERTY NUMBERS E- ` \ o \ 1s1s1 sF L381 L1ss 157 �'� c54 _L270 C55 L290 911) L. 9 \ I o.2a6 Am / _ I 10 ,n _ ( HITCH ` s \ 98 50, h 114 I 12 A �5 N. ( 143 I ` c y0 �a9a9 SF XA ViER COURT w°' I 169 Certificate of Approval of Road Names and Property Numbers (E-911) 1 hereby certify that (1) 1 n M 0.172 Ac. O.t72 Am o 0.217 Am s --"',- i 0.176 Aa \ 0.172 Ac o C5 -"'--" 7648 SF the names of existingpublic roads shown on this subdivision plat are correct, 2 the names RB 2551 PG 760 75 \ I , J 7500 SF 7500 yg I I 9471 SF .13r0 (50 PUBLIC R17W) P P O � 0.194 Am C21 of any new roads, whether public or private, do not duplicate any existing . names and said , 6444 SF \ 15' DRAINAGE I . L336 008 o FASEM€NT L377 2 156 9 C45 L250 LOCATION MAP NOT TO SCALE Wain are approved, and (3) the property numbers of the lots shown on this plat are in ` 1175 DRAINAGE 0.305 Aa C44 confo once with the E-91 System. , ' LjO6 o I ( 115 o EASEMENT 7/E M 13188 SF / / L25Z - - - _ L293 DAMS \\ t c20 075 J I 7572 Ac J o o I oz2rA� 0 9 v �? / a, , I o, 168 1 \ n J M °7500 SF M 0. J7z Ac. 2 144 v tee N (e S d l 74 \ 97 ( 9888 SF G2s J 1 C46 154 v 163 1 RB 2422 PG 2740 ro 42.7' DRAINAGE h L333 L306 J EASEMENT TIE ' 6 0.269 Ac 0.265 Ae I 1 7604'SF o Signature _ a e \ 106 Ac. r ! 0.307 Ac \ l 1f720 SF 115R+` m o f065s sr � '�. � 13357 SF I L329. L205 a .,[ � I I \ ` , C19 1 0.2 77Au `D 1\4 155 i(b r. I o L248 ary � i 116 119 I o 0 0 ¢� 0.4e3 Ae. \ �'4r 2 `J C63 es7i SF 76 o Ac. J ) f0305 Sr �� �?r8 �?\ �a37 sF C47 1 L296 POOTHILLS COMMUNITY DEVELOPMENT ' 11217R �� 73 ly 37�r L330 I L304 G??, `' l2 164 1 I 1 1 s7 RB 2347 PG 2317 ` o G66 / I �� .`_L475 \ o h SURVEYORS NOTES: kOINT ` o� 0.23f Am c, 1 `� ems/ L247 0.18T Ac. 10072 sr 18 P �� 30' BUILDING L208 15' DRAINAGE C48 e125 SF j 0.174 Ao. 0 6 � EASEMENT k C�?g L478 17560 SF 1. Basis of Bearings is the State Plane Coordinate System for C78 \ '�� �P C64 / w sE1BACK: \0 117 I o _ 148 o �1 `€r c4s / L24z 1 _ g y 72 s Q 118 0 0, 0. f75 Ac. A h ll _ 0.270 Ac� Z ti O ( 0.390 Am 7S' d /� _ 30' BUILDING Tennessee as derived from Continental Aerie/ Survey contra/ ,p0lnfS \ or 7s44 SF �• L326 11756 SF Q 2 %i0-z sF J J6974 8F I CA'9 o m sEJCACK Less HATCHER 1 bR _ - W - - / F95 RG WE #100107 and #100111, as in referenced to the North American e q, 176 C65 - I 1�� �✓ F �.� sE 153 o \\ l .OR 174 147 A'F.�.r ° 20 ENT °.26o A. (STYP> M I v RB 2379 PG 395 L451 �°� COMMON Gv�_L525. Cis ` 1 Jk COMMO toss Ac SEM 11317 sF 18 I J 166 Datum Of 1983. 1 2b \ �S 0.17722 SF \ C66 L327 L4 -02 J it L463 � �4'"- ,� 0228 1f5f1 SF o 148 V G�,, 0.258 Am 0.202 Am o " ��S \ �88 �` VI Cass ` .,9/9i0'��� m 8As°F �'ry� 149 V. 02ts2o.. �s 11260 SF - I o I sale sF o 2. 1/2 new iron rods will be set of all internal lot corners. Qi� o s �atiF �9 o.1 1A� �. cf7 - . HERITAGE CR SSING_DRIVE _ 1.6' 'y"�� /. �7 it sF �0 150 0 \ 9 M - 1/zbR 1 2bR 4 _ �'oy lqa, 7500 sE \ (50' PUBLIC R/W)tS�EMEnJ�' 42i �¢s90 A�. �$�' 151 �` L234 `� C42 C43 �L 1 1/2�i� J. Front. Building setback shall be 30 feet from all street �' ti cis {I• T,, ZsW sx ' °�i sF o V_ I C4 L24 C77 1�a �t c IWERS 00 & rights -of -way and joint permanent easements, unless otherwise noted 0 q ,,olr„J NN, Am in restrictions. All other Setbacks shall be in accordance with the -I 1/2ba9s5 sR \ 020Sr Zoning Ordinances. Q) 1 �? 1 cs` v 4. Drainage and utility easements shall be 5 feet on each side of all . W -o interior lot lines and 10 feet on the inside of all exterior lot lines 25' 1/21iR and street rights of way. There shall also be 20' permanent utility easement 10 feet on each side of all water sanitary sewer lines. GILULAND `� POINT O BLOUNT COUNTY TENNESSEE CERTIFICATE OF APPROVAL AOR RECORDING I hereby certify that the subdivision plat here has been found to comply with the Subdivision • Regulations for the Blount County Planning Re ion, with theexception of such : variances, if any, as noted Regulations, /nutes of the Planning Com lesion, -an at it has been approved by that .` body recording in rce of the dfunty g/ster. ('s,�,Z3 ecre ary, Plan ng om ron e CERTIFICATION OF OWNERSHIP AND DEDICATION 1 (we) hereby certify that I am (we are) the owner(s) of the property shown and described hereon and that I we) hereby adopt this plan of. subdivision :with my (our) free consent, establish the minimum building restriction lines, and dedicate all rights -of -way, streets, alleys, walks, ease m rks, and other open spaces to public or private use as -noted Wr-e-e-Re-67 5popelffes Development, LLC.o e CERTWATION OF THE APPROVAL OF WATER UTILITIES I hereby certify that the water improvements have been Installed in an acceptable manner and . according to the specifications of. the Blount County Subdivision Regulations, except as noted hereon, or proper provisions have been made for their installation. fhg4n r anager - Water Quafla5r Control epo men t Date CERTIFICATE OF ACCURACY I hereby certify that the plan shown and described hereon is a true and correct survey to the accuracy required by the Blount County Regional Planning Commission and that the monuments hove 'been placed as shown hereon to the s ifications of the Blount County Regional Subdivision a ulat/ons. Reglefe-red Landurveyor a e CERTIFICATION OF THE ELECTRICAL UTILITY SERVICE The property Itown on this subdivision plat is within the service area of the C; ; e /4 /Gan Utility. fie following conditions) apply: Lots - are served by existing powerlines. Lots r✓ Z -.Dare/will be serviced by new powerlines as per agreement between owner of subdivision property and utility. Note: In any of the above instances, extension of the service connection is the responsibility of the individual lot owner, in accordance with the established policiesof sign 77 i of the utility company. r 2�ti✓Y-ti�j Ci o! 0 ,S(/�A4. .l Uate CERTIFICATION- OF THE APPROVAL OF STREETS This subdivision lies along an existing public County road. The. improvements related to streets have been installed ac' Ming to County specifications,• and according to the specifications of the Blount my P!fi, Wing Commission's Subdivision Regulations, except as noted hereon; or proper v ion installation. l / p 7/3// 2 S is L`'rs `38 1282 , i Lkgk 0 N 1/26R liEkITAGt ►(RBR5 W WAY z6? \' ` map '' L228 L47 C7 L27 C6 �+1 112tR _ __11.4' DRAINAGE i 0.12 c rq 3 i i 7500 SF v 62 � � lS EA3T-�7--�/' �4 0. t72 Aa p LSO TIE a258Am N 750o sF o 61 ` 53 12014 SF 0.172Ac. N % Cl L43 L40 Cl. 10 % 0.t87Am v 5. Blount County Zoning District. S (SUBURBANIZING) 1/2bR rr ` . r - -- 7500 SF ,t60 - 12 ar57 sF I •_--. WDB 659 PG 112' \ 't.> .-` ` ~``'�soz o 750720 "sF �" 5s - - - os5451 A�. A Lao 1 6. No Instruments of Record reflectingeasements, rights of way, /2bR h a154 Ac o 9 y _C79 � o ®�„_ �„ «'" � � �� v o 7554 SF h 58 �I �`� toast Sr and or ownership were furnished to the Surve or, except as shown POINT ..+ / v 0. 1; Ac. n ''57 56 0.2545Ac / P y P s�, \ v '�.- e';os sF .F 18/ Ac _J 0.200 Ac. !loss Sr 03 ► hereon. The Surveyor has made no attempt to access the public 1/26R ` a/Nr '� t5S 780 SF' '' s10, SF �A records for any easements.. Subject to any easements, regulations or 8\ 4S2 15 DRAINAGE o I C restrictions in effect at the time of this survey.- No title opinion is /2 1 �� \ SZENT y ra 1 21 R d Q3 expressed or implied C8 \ POINT L4461L450R4/NAGS L42: L39 L37 1 m j 7. The Surveyor has made no attempt to locate underground utilities �. 14 underground foundations, underground encroachments or underground lj 177 EASEMENT TIE 01 o improvements, except as shown hereon. Actual location of all COMMON ® I W `" underground utilities should be verified through Tennessee- 1- Call' Po/Nr •..--LgSg rover COME '`�. 1 CREEK (1-800- 351-1111) or the utility provider prior to any excavation or I `� P S 20" SEWER L17 I V 1 2 PLAT R� construction. 9 EASEMENT ro i 8. Located in Flood Zone 'X" areas outside of the 0.29 annual POINT Wood) and Flood Zone A (areas within the 19 annual flood, no base flood elevation determined), and .Flood Zone 'AE" (areas within the 17�'P \ i N 6o L461 I I 1 Cl L82 L79 L76 L73 L70 Cl LIM 0.2459 c. a 2 9B SF 87 0 86 0.172 Am 65 v 173 COMMON m I. 4Aa 1065E 9107 SF 0. f 0 J500 SrSF 7500 SF 0.172 Am, 7500 $F 0.282 Ao. v 1f3SF I 0 2 9070 SF L86 L84 L81 L78 L75 L72 L6� s annual flood, base flood elevations determined) , per Flood insurance Rate Map 47009CO144C, dated September 19,20OZ Base Floor RUSSELL . , POJFir R wmvEss Elevations from Letter of Map Amendment (LOMA) Determination RB 2454. PG .874 I i Document taken from Case No:. 02-04-1132A Dated. January 30, MISTING 50' INGRESS I � I + (+ R 2002. ! EGRESS & 1MLffY 'Q+?c C5 - OWNER: l= I 9. There shall be no excavation or construction of any type including l PtAiASEMENT ExJ 3 4B I I I o / EENLEAF PROPERTIES DEVELOPMENT, LLC. fences, outbuildings, sheds or structures of any type, stone surface / o O ONE CHEROKEE MILLS features, nor vegetation of any type other than grass or sod in the frets identified as drainage easements and shall be maintained as / I I I IJ z�azzlAe. / C4 / KN SOUTH GAY STREET -SUITE 1600 designed for the purpose of storm water drainage including lots 57, / / DAVIS ��� i KNOXVILLE, TN 37929 58, 60, 61, 64, 91-105, 108-129, 133-.146, 147, 149, 150, 155. The lots owners of each individual lot shall have primary responsibility / WDB 676 PG 192 I I I i2 / 127 LOTS ±50.928 AC. for maintaining the drainage easements as designed The home owners Association for Creek 'Bridge Subdivision Phase 2 shall have ,;,,/ L462 ( I 1 / CJ DISTRICT 14, BLOUNT COUNTY �� I / / / RB 2125 PG 1537 overall responsibility to maintain the drainage easements in the event they not functioning as designed. ti�o= �,, _ c7s / PORTION OF TAX MAP 48 PARCEL 27.00 are / CREEKBRIDGE SUBDIVISION. 10. The owners of each lot within the development including future TOTAL ACREAGE = 50.928 / L49 1 U / / c2 / development lot 41 (and future lots) and lots 51-172 shall have an ownershipof all common open s ace lots 173, 17 1 RESIDENTIAL LOT FOR FUTURE EXPANSION f2.0222 AC. (LOT 41) / / _.-- f I . ��eE 1.6200EM�j cf / 100' 50, 0 100' 200' undivided shared 4, 175,. 176 and 177, ansuch requiremen and stipulation shall be 121 RESIDENTIAL 'LOTS ±25.6918 AC.: (LOTS 52-172) � ---' f -' Las � � 00 noted on the final plat, shall be noted in any restrictions and . and shall be noted on each deed for lots within the 2 COMMON AREA LOTS $16.31 AC. (LOTS 174 & 177) 112 'OR covenants, 3 COMMON DETENTION LOTS t0.748 AC. (LOTS 173, 175 & 176) 6 development. ROADS f6.156 AC. .---- ..-- \ �L573 L'4 5 11. Homeowners Association documents "Declaration of Covenants, Conditions, and Restrictions for Creek Bridge Phase 2 are recorded • --' , ioo��r� �w /26 "- SURVEYOR'S CERTIFICATION: , 2bR i as: Page t "3 L' f 0� 1 CREEKBRIDGE PHASE 1 / hereby certify that this is a Cate o y y g ry survey, the ratio of Record Book . 1/ bR L424 precision of the unadjusted survey is 1: -10,600 .. or, greater as shown hereon, 12. Creek Bridge Phase 2 property owners are responsible for n t :t j PLAT REF: 3484E and this survey was done in compliance with current Tennessee Minimum maintaining all onsite Stormwater Facilities located outside of the ' ; a Standards of Practice. County Right of Way. Please refer to the previously recorded Maintenance Covenants referenced below. 3 1 � �' i�7 Z.3 SEE SHEET FS2 FOR. LINE &(� /' � UR V 7T TABLEiJ�1 • Book Page , z R.L.S. Tennessee R.L.1929 Dote t�t SINCE 1979 STERLING E N G I N E E R I N G, I N..0 LAND SURVEYING CIVIL ENGINEERING CONSULTING LAND PLANNING 1020 WILLIAM BLOUNT DRIVE MARYVILLE, TENNESSEE 37802-8401 P.O. BOX 4878 MARYVILLE, TENNESSEE 37802-4878 _ PHONE:865-984=3905 FAX: 865-981-2815 www.sterling.us.com � w Lo 0 N � Fri . (d� V III H � 00 Z Z �M 1�1 V a w • ^ w CIO Now Z AA• 'o W VJ MOM W Q :Q VJ Z w ti 2 a. J Z m a j �. a Z � 2 W Q W W W al 0 O U 0 V 000 c\o o \ ,����QHER11tij •� Cb SEEill'NQ``��� ©Copyright 2023 Sterling Engineering, Inc. All Rights' Reserved SHEET FS1 DESIGNED: SDJ DRAWN: SDC CHECKED: CMR . DATE: 01/16/2023 SCALE: 1 " = 100' DRAWING . 4702E-P2-FS PROJECT NO: SEI#4702E 91