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Avalon ParkCERTIFICATE OF DEDICATION STATE OF GEORGIA COUNTY OF FAYETTE The owner of land shown on this plat acknowledges that this plat was made from an actual survey, and for value received, the sufficiency of which is hereby acknowledged, does hereby convey in fee simple to the City of Peachtree City, Georgia, and further dedicates to the use of the public forever all streets, and rights-of-way, alleys cart paths, watercourses, drains, easements, greenbelts and public places shown, except those easements designated on this plat as other utility company easements, and except those streets specifically designated on this plat as private streets. AVALON In consideration of the approval of this final plat and other valuable considerations, the owners do hereby agree to hold the City of Peachtree City, Georgia, harmless for a five (5) year period from any and all monetary liabilities which may arise from any and all clains, damages, of demands arising on account of the design and construction of public improvemts of tl;e property shown herein, to include but not limited to, the roads, streets, fills, embankments, ditches, cross drains, culverts and bridges within the proposed right-of-way shown, resulting from any and all causes other than by an act of the City of Peachtree City, Georgia. And further, the owner warrants that he owns fee simple title to the property shown hereon and agrees that the City of Peachtree City shall not be liable to the undersigned or sub- sequent owners in title for a period of five (5) years for any claims of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains extension, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers and any other matter whatsoever on private property. Any and all monetary liability occuring under this paragraph shall be the liability of the owner, I futher warrant that I have the right to convey said land according to this plat and do hereby bind myself and the owners subsequent in title to defend the convenants and a-'reements set out FINAL PLAT 09 ,PARK SUBDIVISION o In witness whereof, I have hereunto set by hand and affixed my seal this A'S of S'f�� 19 `-� _J% Y : �.� i J ' 0► �,,,3. r MAINTENANCE GUARANTEE: The undersigned, its successors and assigns, hereby 'warrants and guarantees to the City of Peachtree City the full and complete maintenance of a certain improvement known as AVALON PARK and more particularly shown in Plat Hook , Pages , of the Fayette County Records. This warranty and guarantee is made in accordance with the Peachtree City Land Development Ordinance. This guarantee includes not only paving but also all other appurtenant structures and amenities lying within the right-of-way of said road and in the greenbelt including but not limited to all curbing, drainage pipes, culverts, catch basins, drainage ditches, bike paths and pedestrian paths. Utilities owned and operated by a governmental body or public utility company shall be the responsibility of said governmental body or public utility company and not the developer. The developer shall correct and repair or cause to be corrected and repaired all damages to said improvements resulting from any cause whatsoever. In the event the developer fails to correct any damages within thirty (30) days after written notice there6f, the said damages may be corrected by the city and all costs and charges billed to and paid by the developer; but this remedy shall not limit the city, and it shall also have any remedies avail- able to it as approved by law. The terms of this Agreement shall be for a period of two (2) years begin- ning on the date of written acceptance of said improvements by the city as evidenced by the final plat approval of said completed improvements. After the termination of said two (2) year period the city shall be responsible to the citizens of Peachtree City for the maintenance of said improvements as provided by law. No roadway and associated right-of-way shall be accepted by the city for maintenance unless it scores 90 of above on the city's asphalt pavement rating form. Provided, however, any damages which occurred prior to the end of said two (2) year period and which still are unrepaired at the termination of said period shall remain the responsibility of the developer (written notice of said damages must be given prior to the time the two (2) year period ends). IN wiTNESS WHEREOF, the developer has caused this Agreement to be executed by its duly authorized officers this day of _ , , W I� Jof By: Title: ao N M M U ferson a 0 cc 0. s W consultant W W FAYETTE CO m I [nil IStDrOCk � •.ca Ca,�... aftK(r Girl evens Forest � r'• • Estates ''=~ f • � �.�., So,sa«.xa , a, t,... .,^ 1 , no:; iriilittl2�t�,-•o �... e Fauns ..,• G%tnkt • � 1 PK rtjtbn o —� rw:Lj � ter+♦ Han04 .,�. Fetlock Meado' d crr' •<<.. i1. w S� %♦j.,, X41.• x•) � • K n eve k� % er d y11ir� ale J1 n Ic rrM,_ . - d1le 'rove 1 > VICINITY MAP (N.T.S.) ITEM SOUARE FEET ACRES LOTS(NUMBERP 48 STREETS, GREENBELT, OTHER(Specity), 2,186,726 263,528 A n A 711 TOTALS, 2,854,965 GEORGIA, FAYETTE COIJkrf Filed and Recorded this 14TH day of FEB. , 19 95 4, — Bock 26 , Fa ve 13 consulting engineers • surveyors ! planners P.O. BOX 2627 487-9805 GEORGIA PEACHTREE CITY 30269 487-9220 50.200 6.050 9.290 65,540 5/8" REBAR SET AT ALL PROPERTY CORNERS. I RECEIVr- FEB 15 1995 OFFICE OF CITY PLAWirR PEACHTREF CITY, GEORGIA PREPARED FOR: HAYES DEVELOPMENT CORP. lis COMMERCE DRIVE, SUITE J FAYETTEVILLE? GEORGIA 30214 PHONE9(404) 719-0900 APPROVED BY THE DEPT. OF HEALTH, FAYETTE CO., GA. DATE, SIGNED, 'I'IIIS PLAT HAS BEEN It ; VIEWL•'D 13Y A ItEPIt ESL'N'i'A'1'IVH OF '111E FAYI"1"FE COUNTY HEAL'I'l1 1)EPAIt'lM11"N'I' AND BASED ON PEItCULA'1'lQN TEST 1tLSUL'1S, LAY OF `1'I1E LAND, SOIL INI'ORMATION) LTC, '111IS LAND APPEARS SUITABLE FOR '1'1I : INS'I'ALLA'1'ION OF SEP'FIC TANKS AND DRAIN FIELDS, 11OWEVEIt, EACII LOT WILL IIAVE '1'0 BE INSPECTED '1'0 DE'TE'RMINE STYLE OF IIOUSI_, LOCA'CIUN OF IIOUSI', ETC. BEFORE A FINAL PE11MI-1' CAN BE ISSUED. Lr7jVlltUrjItillir11'AL IIEALTII SPEQIALLS'1' FINAL SURVEYORS CER11FICATE It is hereby certified that this plat is true and correct and was prepared from an actual survey of the property made by ine or under my supervision; that all monuments shown hereon actually exist or are marked as "future" and their location, size type, and material are correct y shown: Thi lat conforurj to all requirements of Georgia Plat Act. j .�.. Registered Land Surveyor, No. Date 1 e Z!5 raj j FINAL PLAT APPROVAL This plat complies with the Zoning Regulations, the Land Development Ordinance and all other regulations governing the land development for the City of Peachtree City. City Engineer Date C.it Tanner Date a or/Ci y Manager Date Ci C erk Date STATE OF GEORGIA The conveyance of streets and rights-of-way and public dedications shown on this plat are hereby accepted by the City of Peachtree City, Georgia. This the day of 19 THE CITY OF.PPEACHTREE CITY, GEORIGA By: i d'I't- Alayo Attest: ity 'erk Notary Public Cud LL A-­Y� d-� ZONED, R-43 SETBACKS, FRONT 50', SIDE 15' & REAR 30' F.F.E. LOTS 15-19 MUST BE: AT LEAST 829. 100 -YR. FLOOD ELEVATION IN THAT AREA IS 826. f LAND LOT: 63 $ 66 DATE: 1-25-95 DISTRICT: 7TH REV: COUNTY: FAYETTE REF: 50 SCALE: I p=100' JOB NO: 871118 ' SHEET I OF4 35 Q WV n I 36 ca Z ' LU W a so t 2�4 2g- 37 38 m M S,�•��-48 39 o w F in z � ao ' 48 24t N It - 0 z 1. 056 AC. , �' ss os- N72.21, 66 63 B#I 2 47 Cr 7. 36 4 0 z 5D. 001,i . 018 AC. 0171 ,�. �, 23 Q ^� �- 00 S88' 28' 4 4' E s 50. 00' 46 y �, z °r 7.36' 0100 �� 1. 033 AC. CD Hw#2 .0� ,ti . �v C w.9 fo 9 41 s Cr CD to 45 ' s 1. 021 AC. rye y f tS,� 24 OJ ! .093 AC. 1.064 AC. :�2 `'A rso ` �5 1. 089 AC. v �`� s��s • °o- 44 50- �s ` c,� so 13 o i. 002 AC. w v CO �~ r 42cc n r ref L i. 005 AC. ,� 6 `1, 43 w o ��h �'� <3 9 EASEMENT 12 �9� 115. 31' '� r 9� 1. 030 AC. �. �A ,s��, f-6- (rYP.) o_ 8i. i8 � Ln L 001 AC. °9 Q ,� I. 00i AC. o� ti rr0 C B #4 c,A. �O 00C 16 73 Ln 03 C-, 4' (ns o CI1 i ' --j L 042 AC. L~ j t �� /► C 2 CB45 98. 99' 53. 98' 176. 59' _; �, 1. 000 AC. a N 99' .38' 46' 'N C' 0 ! 01 3 \ !! m 20' DRAINAGE EASEMENT S18' i 2' 52' E a 12 i \ --a 43.93' o°j n'" 21' A' / h �' \ 1. 212 AC. o / �21A•�9 s ��o ss�s - 8 f- F L 157 AC 9w toe e NIF %;t THE EQUITABLE W434 w o 1. 050 AC. M 1. 094 AC. �, y Co o 5 `G, cn , O 1 N N `� �� Cu O _, L 008 AC. o 06 1. 044 AC. � y o_ \ `_ % 11W#6 C01 i» o C) (n --' 51.46' 218.40' 264.07' 158.98' 225.17' 230.14' \ 76.86' Hw#21 N 99'50'52, w �� TE COUNTY NOTE: THE CITY OF PEACHTREE CITY NIF Gc :lA, F�1 ET RETA I NS A 20' EASEMENT (10' BOTH S I DE Red��� %?rrtd�J this 14 r}{ d?Y ��UDDLESTON OF PIPING OR PROPERTY LINE) FON THE of FEB. 1 4 i 3 0 P_ E,� PURPOSE OF INGRESS, EGRESS, S REPAIR OF �k 25 , F2 �? _ 14 DRAINAGE STRUCTURES OR TO MAINTAIN POSITIVE DRAINAGE. CA' ' i PREPARED FOR:r _ a je ferson consulting �! ,� LAND LO -r: $� DATE: i -25 95 engineers surveyors planner HAVES DEVELOPMENT CORP. ac0"nsultalawits P.O. BOX 2627 PEACH CITY 115 COMMERCE DRIVE, SU I TE J DISTRICT: �� REV: r FAYETTEVILLE GEORGIA 30214 W 4s1-980. GEORGIA 30269 487-9220 ATTEN RANDY HAVES COUNTY: ' FLY E_f_lE_______. LU PHONE (404)-719-0900 ►, _ SCALE. 1 - 100, JOB NO: 871118 SHEET 2 OF 4 SHEET 3 OF 4 NIF rAAY A N r c•7 c•7 Nle fersuam&n Q x 0 cc nsultants, W - W consulting engineers surveyors 0 !manners P.O. BOX 2627 PEACH FREE CI TY 487-9805 GEORGIA 30269 487-9220 PREPARED FOR: HAYES DEVELOPMENT CORP. 1 t S COMMERCE DRIVE, SUITE J FAYETTEVILLE, GEORGIA 30214 ATTEN RANDY HAYES PHONE (404)-719-0900 r� CURVE DATA Curve _+ Radius DOIta Length Tangent Chord/Brg C1 N89' 55' 45' E 39' 37' 03' 345. 73' 372. 07' 338.88' 397. at'° , 537 41 39 rl 28. 48 0 84'42'34' 87. 93' 591. 38' 364. 67' 538. 97' N88-47-02. 4E C3 ---- - S 14 ° 02' 10' W 45. 35' 20 58. 77' 29. 48' 58. 67' N52 -02-28.4E tiso, i. 003 AC. 76,52' 43' 402. 54' 238. 11' 373. 01' N19-12-49. BE C5 250. 00' 3914' 38' RETENTION AREA 28, 100 S. F. F 167. 91' 28 32 WEIR #10100 YR. FLOOD PLAIN LIMITS PER 543° 49' 5i' E 69. 3i' 07 � 21 -�_. - _ N.F.I.P. FLOODWAY PANEL NUMBERS 174. 43' 334. 99' N28-22-09. 7W _ 130432-0080 3 130432-0090 S45° 00' 00' E 56. 67' o 1.00i AC. � S87'31'06iE� Hw#19 316. 19' S5i-23-05. 6E z iW#12 98.90' 4.3. 16' 183. 89' 92. 4i' 183, 43' S83-35-10. 7E C9 2250. 00' 25' 30 , 109. 15' 55. 46' Si0° 18' i 7' E 55.90' N32 -0-4-i6. 5W CIO 350. 00' W55' 46' 103. 42' 24.60'20' 103. 04' N45-00-25. 7E Cil. �10223•�� ORA I "� EASEMENTNAGE 19 v; , f 157. 23' Si. 31' 27 _ = �, ry rs _e#II i. 266 AC. CITY GREENBELT 335,354 S. F. 3 - --20 ORA 1 NAGE EASEMENT q �, 39. 17' S5i-30-09. iE n o 22 i9'47'03' 146.75' 74. ii' L 061 AC. "13 icr- 425. 00' 18'48'521 tD Cl 11 U 70. 41' t - S83-20-06. 6E �•�j 26 '� ��I '' � 18 f li z 138. 41' 2 Sao' 30' 43Lo ''� 137. 80' 1.2 i 5 AC. C114 425. 00' 250.02' ,I 164. 44' 83. 26' 163. 42' N57-30-48. 8E 11 225. 00' 20' i9' 40' 79. 83' 40. 34' 79. 4i' S34-24-55. IE C116 275. 00' 11 N1'3 120. 07' 61. 01' 23 25 ,� CCB#9 C117 9 d ii' ti 1.030 AC.co#lo li UTILITY 11 53. 78' S52-02-28. 4'W m • EASEMENT 23110'331 iii. 46' 66. 64' 13.96' (TYP.) 1. 271 AC. 0119 225. 00' 34135'081 135. 82' 70. 05' 133. 76' N42-38-29. 7W 0. 25. 00' 66' 10' 59' CB*824 329.5A 27. 30' � Q 50. 00' 32945'561 <r 44. 05' 66. it' S05 -i4-43. 9W C122 50. 00' • o� �� � G �G 's 16 `� a ; v 65. 60' ti`s ca# t NQ1� i. 000 AC. � 53. 68' 29. 75' 51. 14' S31-06-36. 8W C124 0, 24015' i6' 21. 17' 10. 74' 13 1. 022 AC. N 4 3C N 989'38'46'E 200.00 C125 275. 00' 40 t, �o 56. 53' 28. 36' NOTE, F.F.E. LOTS 15-19 MUST -YR. ;o p�� �o C126 275. 00' 24' BE AT LEAST 829. 100 `� cf22 �Z� S47 -48-22.6E FLOOD ELEVATION IN THAT IS 826. ���ti���� •�► 28' 54. 12' AREA ro 920-53-00. IN t5 325. 00' 28857' 12 164. 27' �, 1. 006 AC. NCu N01-37-59. 9E Ct29 325. 00' 6922' CL p Cn o la. It, 1.033 AC. Si6-02-09. 2E N "J 25. 00' 70931' 42' F 17. 68' 28. 87' N16 -02-i9. 2E s� 50. 00' U0107' 21' 96. 10' 263.01 116. 6' 215.20' - Ci32 hOTE : THE CITY OF PEACHTREE CITY 81'38' N '39938' 46' w 71. 24' 43. 19' BETA I NS A 20' EASEMENT (10' BOTH S I DE N80-21-44. 2E C133 50. 00' WWII' OF PIPING OR PROPERTY LINE) FOR THE 51. 29' NIF ( GEORGIA, W'ETTE C01jNT'r S t O- 09- 33. 7W PURPOSE OF INGRESS, EGRESS, & REPAIR OF 275. 00' THE EQUITABLE H' -d a�iIJ Record?d (r,;S 14T1� day DRA I NAGE STRUCTURES OR TO MAINTAIN POSITIVE DRA I NAGE. 25. 10' 49. 98' of C ,19 .�. . 4 45 P E,1 275. 00' 66927'022 ;=2a 15 , _lam -0,, a r k A N r c•7 c•7 Nle fersuam&n Q x 0 cc nsultants, W - W consulting engineers surveyors 0 !manners P.O. BOX 2627 PEACH FREE CI TY 487-9805 GEORGIA 30269 487-9220 PREPARED FOR: HAYES DEVELOPMENT CORP. 1 t S COMMERCE DRIVE, SUITE J FAYETTEVILLE, GEORGIA 30214 ATTEN RANDY HAYES PHONE (404)-719-0900 r� CURVE DATA Curve _+ Radius DOIta Length Tangent Chord/Brg C1 502 00' 39' 37' 03' 345. 73' 180. 10' 338.88' N68-40-12. 2W C2 400. 00' 84'42'34' 87. 93' 591. 38' 364. 67' 538. 97' N88-47-02. 4E C3 300.00' 1 V 13' 26' 58. 77' 29. 48' 58. 67' N52 -02-28.4E C4 300. 00' 76,52' 43' 402. 54' 238. 11' 373. 01' N19-12-49. BE C5 250. 00' 3914' 38' 171. 23' 89. 13' 167. 91' 921-31-00.514 C6 600. 00' 32'25'10' 30. 54' 339. 50' 174. 43' 334. 99' N28-22-09. 7W 07 250. 00' 78'27" 02' 342. 31' 204.08' 316. 19' S5i-23-05. 6E C8 750. 00' 14'02'52' 4.3. 16' 183. 89' 92. 4i' 183, 43' S83-35-10. 7E C9 2250. 00' 25' 00' 51' 109. 15' 55. 46' 108. 29' N32 -0-4-i6. 5W CIO 350. 00' W55' 46' 103. 42' 52. 09" 103. 04' N45-00-25. 7E Cil. 250. 00' 36'02' 02' 157. 23' Si. 31' 154. 65' N4i-55-02. 8W PROPER FY LINE CURVE DATA Curve Radius Delta Length Tangent Chord/Brg f Ci00 475. 00' 201158' 28' 173. 88' 87. 93' 172. 92' N77-59-29. BW C10i 475. 00' 18138'351 154. 56' 77. 97' 153. 88' S58-iO-58. 2E C102 275. 00' 39' 14' 38' 188. 36' 98. 04' 184. 70' 921-31-00. 5'd C103 25. 00' 48' 11' 23' 21. 03' 11. la' 20. 41' N25-59-23. IE C104 50. 00' 62' 50' l8' 54. 84' 30. 54' 52. 13' N18-39-55. 3E Ci05 50. 00' 73' 226' 36' 64. 09' 37. 30' 59. 79' S49 -28-3i. 6E CiC6 50. 00' 81'35'421 71. 21' 4.3. 16' 65. 34' N53-00-19. 4E C107 50. 00' 58130'091 51. 05' 28. 00' 48. 36' N17-02-36. 5W Cloa 25. 00' 48'11'231 21. 03' 11. Ia' 20. 41' N22 -ii -59. 8'W C109 225. 00' 39' 14' 38' 154. It' 80. 22' 151. 12' 921-3i-00. 5W Clio 425. 00' 5' 16' 57' 39. 18' i9. 61' 39. 17' S5i-30-09. iE Ciii 425.00' i9'47'03' 146.75' 74. ii' 146.02' S64-02-09. iE C112 425. 00' 18'48'521 139. 56' 70. 41' 138. 93' S83-20-06. 6E C113 425. 00' 18' 39' 35' 138. 41' 69. 82' 137. 80' 577-55-39. 9W C114 425. 00' 22910'071 164. 44' 83. 26' 163. 42' N57-30-48. 8E C1i5 225. 00' 20' i9' 40' 79. 83' 40. 34' 79. 4i' S34-24-55. IE C116 275. 00' 25100'571 120. 07' 61. 01' 119. 12' N32-04-16. 5W C117 275. 00' ii' 13' 26' 53. 87' 27. 02' 53. 78' S52-02-28. 4'W Clio 325. 00' 23110'331 iii. 46' 66. 64' 130. 57' 546-03-55. OW 0119 225. 00' 34135'081 135. 82' 70. 05' 133. 76' N42-38-29. 7W C120 25. 00' 66' 10' 59' 2a. 88' 16. 29' 27. 30' N13-32-12. 4E Cl21 50. 00' 32945'561 72. 23' 44. 05' 66. it' S05 -i4-43. 9W C122 50. 00' 81' 59' 46' 7i. 56' 43. 46' 65. 60' S77-08-07. 3E Ci23 50. 00' 61'30'461 53. 68' 29. 75' 51. 14' S31-06-36. 8W C124 50. 00' 24015' i6' 21. 17' 10. 74' 21. 01' Nli-46-23. 9W C125 275. 00' ill 46' 40' 56. 53' 28. 36' 56. 43' 529-41-21. 6E C126 275. 00' 24' 15' 22' 116. 42' 59. 10' 115. 55' S47 -48-22.6E C127 325. 00' 9132' 28' 54. 12' 27. 12' 54. 06' 920-53-00. IN C128 325. 00' 28857' 33' 164. 27' 83. 93' 162. 52' N01-37-59. 9E Ct29 325. 00' 6922' 45' 36. i9' la. It, 36. 17' Si6-02-09. 2E C130 25. 00' 70931' 42' 30. 77' 17. 68' 28. 87' N16 -02-i9. 2E C1.31 50. 00' U0107' 21' 96. 10' 1i. 57' 81. 93' NO3-45-30. 2'W Ci32 50. 00' 81'38' l0' 71. 24' 43. 19' 65. 37' N80-21-44. 2E C133 50. 00' WWII' 51. 29' 28. 16' 49. 07' S t O- 09- 33. 7W C134 275. 00' 10'25'41' 50. 05' 25. 10' 49. 98' Si4-00-4i. IE C135 275. 00' 66927'022 318. 94' 180. 13' 301. 36' 924-25-40. 5W C136 325. 00' it' 13' 26' 63. 67' 31. 94' 63. 56' N52-02-28. 4E C137 575. 00' IV 14' i7' 112. 78' 56. 57' 112. 60' 938-57-36. 6E Ct38 575. 00' 0615'201 193. 24' 97. 54' 192. 33' N23-42-43. 2W C139 575. 00' 1'55' 34' 19. 33' 9. 67' 19. 33' 313-07-21. 3E C140 275. 00' 19' 09' lO' 91. 93' 46. 40' 91. 50' N21-44-09. 3W C14l 375. 00' 15145'421 103. i6' 51. 91' 102. 84' N45-35-27. 6E C142 25. 00' 47106'251 20. 55' l0. 90' 19. 98' N61-15-49. 2E 0143 50. 00' 59'31'201 51. 94' 28. 59' 49. 64' S55-03-22. 1W Ct44 50. 00' 76104'10' 66. 38' 39. it' 6i. 61' N12-44-22. 8W C145 50.00' 81957'34' 71.52' 43.43' 65.58' N88-14-45. 3E 0146 50. 00' 58143't61 51. 32' 28. l8' 49. 09' S17-51-50. 3W C141 25. 00' 49136' i9' 21. 64' 11. 55' 22 97' N13-15-51. 9E Ci48 325. 00' t5924'171 37. 38' 43. 96' 87. 12' N45-46-iO. IE Ci49 275. 00' 35013' 27' 169. 06' 87. 30' 166. 41' S59-21-22. 4E Ci50 275. 00' t3138' .31' 65. 48' 32. 89' 65. 32' S83-47-21. 4E C 15 i 725. 00' 10' 02' 55' 127. 15' 63. 74' 126. 99' S85-35-09. IE N52 52 725. 00' 3' 59' 57' 50. 60' 25. 31' 50. 59' 378-33-43. OE C153 25, 00' 48' 11' 23' 21. 03' 11. to, 20. 41' N52-28-03. IW C i 54 50. 00' 60120' 39' 52. 66' 29. 07' 50. 26' S58 -32-4f. 3E C155 50. 00' 73915'031 63. 92' 37. 17' 59. 66' N54-39-27. 5E C156 50. 00' 71' 24' 04' 67. 55' 40. 06' 62. 53' 920-40-06. 2E C157 _50. 00' 65922' 59' 57. 06' 32. 09' 54. 01' S87-56-22. 2W C158 25.00' 48111'23' 21.03' ii. i8' 20. 41' N79-20-34. OE C159 775. 00' 0151'192 11. 57' 5. 78' 11. 57' 976-59-24. 2E C160 775. 00' l i' 07' 34' 150. 50' 75. 49' 150. 26' N82-58-50. 9W Ci6t 715. 00' 2003'592 27. 95' 1.3. 98' 27. 95' N89-34-37, 3W C162 225. 00' 78127'021 308. 07' 183. 67' 284. 57' S5i-23-05. 6E C163 625. 00' 3115' i5' 35. 50' 17. 75' 35. 49' N13-47-12. IW C164 625. 00' 16'02' 49' 175. 05' 88. 10' 174. 47' 923-26-14. 4E C165 625. 00' 13107'061 143. 10' 1i. 86' 142. 79' S38-01-12. OE Ci66 375.00' 29128'48' 192.95' 98.66' 190.82' N61 -W-09. 4E Ci67 375. 00' 43102' 38' 281. 72' 147. 88' 275. 14' S82-34-07. 5E C168 375. 00' 12l i i' 08' 79. 75' 40. 03' 79. 60' S54 -57-i4. 5E C169 525.00' 2138'55' 24.27' 12.14' 24.27' S50 -ii -08.2E Ci70 525. 00' 17' 52' 12' 163. 74' 82. 54' 163. 08' S60-26-41. 6E Cl71 525. 00' i9' 05' 56' 175. 00' 88. 32' 174. 19' N78-55-45. 6W C172 1649. 76' 2151'320 82. 32" 41. Ill 82. 3i' S02 -57-3i. OW C173 1699. 76' 2151'331 84. 82' 42. 42' 84. 81' S02-57-30. 6W C174 1920. 00' 4' 20' 13' 145. 33' 72. 70' 145. 30' S00-38-48. 4E C175 1920. 00' 6035'241 220. 8.3' 110. 54, 220. 71' N06-06-36. BW C176 1920.00' 4134'55' 153.55' 76.81' 153. 5i' Sit -41-46. 6E Ct77 1970.00' 15'09'04' 520.94' 262.00' 519.42' N06 -03-i4. OW LAND LOT: Fr. I DATE: '-25-95 DISTRICT: 7-t h I REV: COUNTY: r A V [:'r -r c 1 REF: SCALE: 1 = too JOB NO : f SHEET 4 OF 4 G d U Y a a U 0 uc a LU cc x w su x LU a