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HomeMy WebLinkAboutMap5� OWYHEE RIDGE SUBDIVISION A PLAT OF A PORTION OF GOVERNMENT LOT 4, IN SECTION 1, TOWNSHIP 3 NORTH, RANGE 3 WEST. CALDWELL, CANYON COUNTY, IDAHO 1994 - -- - 34.72 - - --- - " N (BASIS OF BEARINGS) ----NW CORNER SEC. 1 IP I r �-p0-8. - HrprYAN SUBgwSON = BOCK e^_oO2�oO8O85iO5�i©=rORaO 4 0 0 65 Ole it 0 z P 0 z 5 99 99O1 115 00 65 00 05.00 8500 8500 9, 14 N 09 30 E - 16 �a 15v 14 Ra (5R$ 12 2n ry •n O _ 0 0 2 z 0 2 0 2 _ 0 2 P Z Z nc nc �0^ Oa.Oc®c �z u+c O�o0 r.c r o0 0 < m0 nP z z z 11. a 96 99 9700 � z 67.0o z B7 Do e7.oD e7.o0 ee is • -- -- a 7447 LINE BEARING DISTANCE L1 N 00'Oi30' Of 2100 . - - L2 S 74'44'22' If 36.72 100 50 0 100 200 '•GO L3 S 74.44.22' W 4001 0 r• O: O, oO s 4 O z i SCALE IN FEET L5 nw S 23.42'' 41.45 - i BL z CK 6 P z � „ �Xu' Q'� Fo � L6 L7 N 00'07`30' W S 69'32.3O' w w 1D.70 16.72 20 t6.2e - �V L6 N DDro7'1o' Or 1/4 CDR. SEC ' L*PlAT1fD L' // L9 S OOroTJO' E 29.03 e p_ / (.h u0 s 69'52'3o' w 21.2e OWYHEE RIDGE SUBDIVISION SHEET 1 OF 2 CURVE DELTA RADIUS ARC TANGENT BEARING CHORD Cl 07'22'12' 72.00 9.26 4.54 N 0113.36' E 9.25 C2 11'06'49' 7100 11.97 7.00 S 12'46.07' IN 1194 C3 18'29'01' 100.00 32.26 16.27 N 09VT01' E 32.12 C4 90V0'00' 20.00 31.42 20.00 S 45VY30' E 26.26 C5 0538'4r 128-00 1136 6.68 S 15'22'10' IN 13.33 C6 12130'18' 128.00 27.94 14.02 S 06V739' W 27.68 C7 18'29'01' 100.00 32.25 16.27 S MGM* W 32.12 C6 w2gr ' 72.00 23.23 11.72 S 09V7'01' W 2113 C9 71'30'59' 20.00 24,96 14.40 N 54V7'01' E 23.37 CIO 90VC00' 20.00 31.42 20.00 N 4S'Or30' W 2&28 Ctt 185l'06' 4&00 32.55 16.93 S 19'33V4' E 31.23 C12 90V0'00' 20.00 31.42 20.00 S "15V30' W 28.28 C13 BIV5'3S' 20.00 28.31 17.11 N 409017- IN 26.00 C14 47V8.18' 76.00 62.53 3115 S 5776'56' E 60.78 CIS 335rI7' 75.00 45.04 2120 S 17V6'08' E 44,38 C16 9OV0'00' 48.00 75.40 48.00 N 45V7'30' W 67.08 C17 90,00,00" 20.00 31.42 moo N 45VY30' W 28.28 C18 90V0'00' 20.00 31.42 20.00 S "'52'30' w 28L26 C19 90roO'DO' 20.00 31.42 20.00 S 45VY30' E 28.20 C20 90'00'00' 2D.00 31.42 20.00 N 45V7'30' W 28.28 C21 90V0'00' 20.00 31.42 20.00 S 44'5X3W w 25.28 C22 9O'WOO* 20.00 3142 20.00 : 44SYW Of 11126 C23 90'WOO' 20.D0 31.42 20.DO S 45VY3o' E 28.28 NOTES- 1, n,i (5) fool WOO pernanmt wits nmte edit along each side of as rsor and .;d. lot Imes for public u111116% Irrigation, and drainage. The total easement width Is (to) feel. 2. TO, (10) foal rje pO,,,ment easements e.let Bong di lot linos adpcwll to public streets for public ulolleL ,itiatim. drainage. stem and street 1101, 3. Domestic .otw ib supWled by the City of Cald.ell. 4. Seem service 1a provided by the City of Caldwell 5. I"Igotian walw Is supplied by I'lonem 11190110m to the O.yhst Ridge HOffl"enwe Association fw d9trbutlon to ndividud use' - It. Lot It. Blocs 3 is designated os an WOO of common use by homeoenws in this Ridge Subdlvielm and the homeoenws of Hlckmcn unit and fulun unit of D.yhee Subdivision If they .I4at. by ma)riy vote, to join the Deyhes Ridge Hammenwe AssmWim. The mike area of Lot It, Block J is also dedicated to the purpose for montenanae of of storm watw Otmtio. and access by the City of Cold.Nl the storm walm retention deb Is granted in pwpeluily. LEGEND BRASS OR AL. CAP SECTION COR. BRASS OR AL. CAP QUARTER COR. e BRASS OR AL. CAP SIXTEENTH COR. 5/8 X 30e STEEL ROD 1/2 X 24- STEEL ROD e JA & B ENGINEERING BOOK ___ PAGE ___ DANJ BLUEMNT A SLPGLY CO, INC COrSE, IOA IO OWYHEE RIDGE SUBDIVISION A PLAT OF A PORTION OF GOVERNMENT LOT 4, IN SECTION 1, TOWNSHIP 3 NORTH, RANGE 3 WEST. CALDWELL, CANYON COUNTY, IDAHO 1994 USTICK RD. 1314.72 - S 89'29'06" W - _ - _ - _ _ _ - 1134.72 - S 89.29'CW W (BASIS OF BEARINGS) I � NW CORNER SEC, 1 I., • � 89'29.1 ' P.0 B - NIEICYAN St18pN50N J yD O_. UNPLATM 20' SEWER EASEMENT g I O I D I ' 202.99 - S 89'52'30" W I uW 1]I.IB 1 556.00 - S 89• '30" W ui f O BJ 00 7800 78-00 7B.00 7800 7&00 83.00 <I1, 3 I i 1 0 R BL CK 2 0 8 R O 1g W N 9oroo'Do' ' W 14, 40 1 R G 2 P O O 8 R O_ o ©� P % 1J1.SJ Io O A6J^!.S C` Z i 6 0. 2 i Irr ^ _z Rc I Z® P a J 2 $ W7A �' J 7&00 7&00 = 7B.00 i 78.00 C 0 m WI V) i JSN6�---------N9 2-!fC _kuffl-------_- RIOGE WAY -� N 91I•.70'E OCo < c 8.04 gig O4 = a d f I115SC h9937A"E lot i I n o c 3 I 19i1 f`I nl I 3WY`J[ponI�'a --------_%LB700 y_ --_-_- - it JDN M WAY ©ER 7.00 87C-68 _.14 7400 _4` _InCK 5 e i� r oR oR a s o aR oR d Q�0 Q�0 Qno OB m1 a O g ezeO - 2 ezoo ^ z 67.00 8za, ezoo eB u - % 99 ••_-. I� w.,o 670.13 - N 89'S230" E o 7e i2f he"2 x'E • n' UNPLATM t gS LC '%` 7000 U E1TON' ST T ---._ _ t�7.7_2 3 78.00 t0O 50 0 100 200 =GO R O` O O r n O, z SCALE iN FEET 4 ? ? BL-C z .� , K 6 = -° 0C 7s 1 N 31200 _ 7ec: W 1/4 COIL sEc i N 89<7 E lAyu r /8, B 50.4fl 85.00 55. DO 85.00 85.00 85.00 85.00 75.14 O m 3 yy, t BOCK 4 R 8; _b_O �OS. 09 Oo2O88 A 1_ 5O _o ©P O�n R O g = -o A -o 9 9&99 85 00 65 00 = 85.00 = 6500 85 og 5 00 95.14 N 894 9 'JO C R i ; ; 26 'O� Is 0 P ^Q5 9 O N ae - z z z z = e -y yg 85.00 85 OC 8500 BS.CO 85 00 85.00 75 14 G W M 12' AC N 9 1�111f C 12 N 9 EASEMENT 3 r EASEMENT � F 0' E z 100,00 I a 8 R a o N 9uw UU L , I C O� 13188 1loon( N 90 '00' C 1 O I M .. LLI ik N U OWYHEE RIDGE SUBDIVISION SHEET 1 OF 2 CURVE DELTA RADIUS ARC TANGENT BEARING CHORD Cl 07'22.12' 72.00 9.25 4.64 N 03'33'36' E 9.25 C2 11.05'49' 72.00 1397 7.00 S 12'48'07' W 13.94 C3 18.29.01' 100.00 3t26 16.27 N 0907'01' E 32.12 C4 901Wb0' 20.00 31.42 20.00 S 4507'30' E 2&28 C5 0556.4Y 128.00 1335 6.60 S 15i2'10" W 13.33 06 12wir MOO 27.94 14.02 S 0607.39' W 27.68 C7 1829'ol' 100.00 32.26 16.27 S 0907'01' W 32.12 C8 1879•o1' 7LOO 23.23 11.72 S 09Or01' W 23.13 C9 7170•SO' 20.00 24.96 14.40 N 54OY01' E 2137 C10 9o00'W 20.00 31,42 2040 N 450r3W W 2&28 C11 38.51'0f1' 4&00 32.55 16.93 S 19•JS'04' E 31.93 C12 90.00'00' 20.00 31.42 20.00 S 4452.3W W 2&28 CI3 B105'35' 20.D0 26.31 17.11 N 40.40.17' W 26.00 C14 47MB'IW 76,00 52.53 33.15 S 57.38'S6' E 60.76 C15 3J5r17' 76,00 45.04 2120 S 1706'08' E 44.36 C16 9000,00, 48.00 7&40 40.00 H 4507'30' W 67.88 C17 900000' 20.00 M.42 20.00 N 450r3o' W 2&28 Cie 90W'oo' 2000 M.42 20.00 S a452'30' W 2&28 Cie 90100'00' 20.00 31.42 20.00 S 4501`30' E 2IL25 C20 90.00'00' 2000 31.42 20.00 N 45Or3W w 28.28 C71 9000'00' 20.00 31.42 20.00 S 44.52.30' W 28.28 C22 900000' 20.00 31.42 20.00 S 44573W W 25.28 C23 9000'00' 20.00 31.42 20.00 S 4507'3W E 2&28 NOTES: 1. nw1 (5) fool side permanent aosemenf. ..let clong each .!de of owl deed and side lot lines for public utilities, Irrigation, and drainage. Me total easement width Is (10) feet. 2. Ten (10) fool side PerRlmonl edeemwts exist along all lot them adloconl to public sleets for Public utilillel, WigoOan, drainage• seer and street lights. 1 Domestic witted is supplied by the City of Caldwell. 4. Se.r srdce is prodded by the City of Wilson. 5. Irrigation salt Is supplied by Plonw Irrigollm to the Owyhee Ridge Homw.nsn Aseodallon lr distribution to Indlddud users. 6. Lot 11, Block 3 is dellgnated its on rw of common use by ho nworsn in this unit ond future units of Owyhee Ridge Subdidslon and the homeo.nrs of Nldanon Subdidsim If they deal• by moprfly wle, to join the Owyhee Ridge Momwwnre Association. The entire W000+ lot 11. IM=k 3 Is dso dedicated to the Purpose of alo,nin �is granted In Ply of vPeluH)for m the Iostonann of the etorm.ole, fete^II°n food �= E LEGEND ogo BRASS OR AL. CAP SECTION COR. I d BRASS OR AL. CAP QUARTER COR. e BRASS OR AL. CAP SIXTEENTH COR. 11NE BEARING DISTANCE L1 N O0ror30' W 22.0o 5/8 X 30 w STEEL ROD 0 L2 S 74'44'2r W 38.72 L3 S 74.4412' W 40.01 1/2 X 24- STEEL ROD L4 S 44'55.39' W 28.45 L5 S 23.42'11' W 41.45 L6 N00'07.30'W 10.70 FA B NG ENGINEERI L7 S 5912,30, W 25.72 & LB N Oo07*30' W 16.28 L9 S 000r30' E 29.03 L1O S 89'52'30' W 21.28 BOOK - - - PAGE --- 0AHO BLUEPRINT A Si1PPLir 00-. MC SC'SL 10AN0 r � `--NW CORNER SE(l 1 r„ I� r r V O B. - N.fXNAN S:l{1f1 SLAM OWYHEE RIDGE SUBDIVISION A PLAT OF A PORTION OF GOVERNMENT LOT 40 IN SECTION 1, TOWNSHIP 3 NORTH, RANGE 3 WEST, CALDWELL, CANYON COUNTY, IDAHO 1994 USTICK RD. 1314.72 - S 89'29'06_' W 1134. 72 - S 8929'06' W (BASIS OF BEARINGS) 100 50 0 100 200 300 im- SCALE IN FEET OWYHEE RIDGE SUBDIVISON SHEET 1 OF 2 CURVE OELTA RADIUS ARC TANGENT BEARING CHORD C1 0722'12' 7200 W26 4.64 N 03'3338' E 9.25 C2 1106'49' 72.00 1197 7.00 S ir4a'07' W 1194 C3 1829'011 100.00 32.26 16.27 N 0907'01' E 32.12 C4 9000001 20.00 31.42 20.00 S 45407'30' E 28.28 CS 051w43' 128.00 13.36 6.60 S 1522'101 1N 13.35 C6 1290'16' 128.00 27.94 14.02 S 060739' W 27.98 C7 18'29'01' 100.00 32.25 16.27 S 09107101' of 32.12 C6 182WOl' 72.00 2123 11.72 S 09O7*01' W 23.13 CO 71'30'59' 20.00 24.26 14.40 N 54'07'01' E 23.37 CIO 9000'001 20.00 31.42 20.00 N 45Or30' W 26.28 Clt 3851108' 4&00 3153 16.93 5 19*3SO4' E 31.93 C12 9D'00'00' 70.00 31.42 20.00 S 44'5r30' W 21L28 C13 8105'35' 20.00 26.31 17.11 N 40'40Y 7' W 26.00 C14 4708'18' 76.00 62.53 33.15 S 5778'561 E 50.78 C15 33'5717' 76.DO 45.04 2120 S 1706'OB' E 44.35 C76 9000'001 4&00 75.40 4&00 N 45'Or30' W 67.58 C17 90'00'00' 20.00 31.42 20.00 N 4507'3W W 28.25 C1n 90100'00' 20.00 31.42 MOO S 4-alrx' is 25.28 C19 9090'0°' 20.00 31.42 20.00 S 4507.30- E 28.26 C20 9000'00' 20.00 31.42 20.00 N 45'0r30' W 28.28 C21 9000'00' 20.00 31.42 20.00 S 44'52'30' W 2&28 C22 9000'Oti 20.00 31.42 20.00 S 4452'30' W 28.28 C23 9000'Or 20.00 31.42 20.00 S 45Or301 E 28.28 N07M I. fin (5) fool wide permanent eeewnents s.ht along sech aide at on row and idw lot tines for public utilities. Irrlgcllon. and drainage. line blot wosemwnl •kith Is 10) feel. 2. Ten (10) foot wide pwmanenl saswnents exist along a8 lot Mae od)acent to public $4041111 for public utilities. Irrigation. d6ahoge, se.w and street lights. 3. DomnUc water Is wilplled by the City of Caldwell. 4. Sswer service Is prodded by the City of Caldwell. S. IMgotion voter Is supplied by Pioneer Irrpoliorl to the Owyhw Ridge Homsowners ANxictlon for d4VAuliorl to Individual users. 6. Lot 11. Block 3 h designated as an area of common use by homeowners In Ihh unit cold future units of Owyhee Ridge Subdivision old the homeo nws of Hickman Subdivision If they elect. by MO)wIty wto. to ph the Owyhee Ridge Homso•nsn ANoclatim. The entire Wed of Lot 11. Black 3 Is also dedkoted to the purpose Of storm looter retention ond access by the Clty of Caldwell fw mohtwronce of the storm water /etontlon woo Is granted in perpetuity. LEGEND s I $ BRASS OR AL. CAP SECTION CDR. 00' E BRASS OR AL. CAP QUARTER COR. O BRASS OR AL. CAP SIXTEENTH COR. 11NE BEARING DISTANCE LI N 00'07,30, W 22.00 5/8 X 30' STEEL ROD o L2 S 74'44'22' W 38.72 L.3 S 74Y4'22' W 40.01 1 /2 X 24" STEEL ROD e L4 S 4455'39' W 28.45 LS S 2342'11' W 4145 L6 INDDOr3OOr0' W 10.7FA /y& E N G I N E E R I N G L7 $ 69ZY30' W 25.72 / V g L6 N O30' IN 16.28 �/�• L9 S OOOr3O' E 29.03 L10 S 69'52'30' W 21.25 BOOK ___ PAGE ,ANJ L.U�.•.! 4 --� ',C LL --. -Ain.^. Alki � OWYHE OWYHEE RIDGE SUBDIVISION SHEET RIDGE SUBDIVISON SHEET 1 OF 2 A PLAT OF A PORTION OF GOVERNMENT LOT 4, IN SECTION 1, TOWNSHIP 3 NORTH, RANGE 3 WEST. CALDWELL, CANYON COUNTY, IDAHO 1994 USTIM RD. 7314.72 - S 89'29'06' W CURVE MIA RADIUS ARC TANGENT BEARING CHORD ____-_-_-_-_-_-_-_-_-_-_-_______ 113- - S 89.29.06� W (BASIS OF BEARINGS tl '� ! u C, 0722',2• 72.00 9.26 4.54 N 03.33'36• E 9.25 ' i I Cx IIVG'49' 72-00 13.97 7.DO 5 12'48'07' W 13.94 in i30' SQxIIt E'15Eu`••- C3 1829.01• 100.00 32.26 16.27 N 09Or01• E 3212 �NW CORNER SEC. 1 / ' C4 90m•00' 20.00 31.42 20.00 S 45Or3O' E 28.29 a ApEAON I CS 05'W4]' 6.50 S 1522'10' W 13.35 is ! 1 12600 13.>0 ea's WIii '=I; g 9 C6 12.30.15 ,xaoo 27.94 1402 s oeor39' w 27.ee J992906' tsi C7 1529'01' 10aa03226 16.17 s 090Y01' w32.12 P_0 B. - N.p(uAN $UBdN5t7N O I f F rC' J �,• ' o I I �<3CB 1629.O1• 72.00 23.23 11.72 S 09OrOl• W 23.13 u u m' i I 1y V Al C9 71'30'59' 20.00 24,96 14,{0 N 54VY01' C 23.37 i N $Q12QQQ-E_ in i II I q CIO 90m'00' 20.00 31.42 20.00 N 4SOYSp W 2828 0 �ATtm 20' SEWER EASEMENT 1 a--- ----� r- � ,bI w Ctt 3831'OB' 48.00 3155 16.93 S 19'3SO4* E 31.93 $ g O $ § g3g yj C12 90m'DO' 2a00 31.42 2a00 S 4432.30• W 2828 202.99 - S 89'S7. W I I 'to a3 < C13 6105'3W 20.00 28.31 17.11 N 40'40 W W 26.00 p I kL - 1.1'r' 131.18 I 556.00 - S 89 '30� W S .g ' C14 47V818' 76.00 62.53 33.15 5 57'38'56' E 60.78 63.00 70.00 79 7&DO 78.W 78.D0 83.00 pt lb�Qi ''�. 3 '%I. " I CIS 335rt7• 76.00 45,04 2120 s 17*WOB' E 4438 I 1 js B .CK2 } iY'I a O O ' ; G,6 90V0'00• u z n $; 91 $ R I I N 90m'00' E , 48.00 75.40 48.00 N wor30• Is 67.68 I n O NB9S JG C ti - O- i O- o O 5T 4O $ R O P© R o O all c 131.SJ $ 1 n C17 90OCW 1 20.00 31.42 20.00 N 450Y30' W 2828 1. i Z I rai O o b C18 9000'00• 20.00 31.42 20.00 5 H3Y30• W 282a I Z ^ $ J ^ - po p 4 ,5 lY A EASEMENT I �m O a O 8 Hry ^' 78 78.00 z 7800 i 78.W B}00 '1 i33.14 9 N 90 'W E z C19 90m•OO" MOO 31.42 20.OD s worJ0' E 2828 m n W Iu 14 4y, q)1= . I oD Do uo 9om'oD ' V) t SSN I1506 j,'' " 2}0�--=-�----------e ;�Q� I o & 20.00 31.4x 20.00 N 4sroY3o' w 2825 �,r „ - - - - - - - - - RDOE WAY (y { I n Ro C21 90m'00' 20.00 31.42 2a00 s 4432'30' w 26.29 L2 N 9.Y3Di 2 • o OI �0. r Ge 51.+9 0500 85.W C5.0C a550 8500 .W ]5'a U 1 m - C..)' 0. I � q 1 C22 90m'00• SIAI 20.00 5 443Y]0' w O /' t ; B OCK 4 ; ; ,}, 12 I 1DD.W 20.00 'te 29 ;.� a ti S: 1, ; C2J 90m'OJ' 20.00 3fA2 20.00 s 450730' C 29is i9 r Z I!� ;t I •�w O- o O R P O g v O P mw r_L3149 ©NOTESIT' - o -1(Ire (5) fool fide DWmo ent W.emMt. edst done .oN .;de of ml .war andy z z . I ,OU 00 %99 8500 8500 BS.W 8500lot Imes la q q N 30 E 00 8514 DuWc utg10es. hi olim, and draMa e. INe fold eae.meni wldN I. I_ m z 4 < R N 90 '00' C� (10) last. Z IL ! o of j 2. To, (10) fool old. permMMl wumMl/ edit Bong Oil lot Ihw odpcenl to public L_J N8115 CL C ^ le $ 's o R $ R '14 9'. ' o $ R $ ° ; 0 3 9' OI Y r_ .!rests for public utilities, irrigation, drainage. sewer and street lights. 15 ^_ A P ©� D t2 r p " % p n p O N ' t31.99 100.UU S. Om+aetic wafer Is applied DY IM City o/ Cdd.all. ppW O $ I_ - z i - z - i i - r - = I N 90 1 -00 E O1 4. Sewer service is prodded by the City of Coldest. rI 3' IJ 1° 99 8500 BS 00 85 W 85 00 85 00 85.00 75 14 Cs.' 1 ; J S. Irrigation oole, Is supplied by Pioneer irrigation to the Drop" Ridge llom"onw. < n 115.00 i �1 _ I Aesxlatlon for 4:s4Wllon l0 lndldMd nears. OP 1+693Y • <_-----_---,__ <l`$ 1W.00 6. lot 11, Block } N de ated as M area o/ commM use by DanMwnen h lna y y, 4 I�----------- eD)liiAll G'R• WAY (<ifl"11g�� 1]2.27 N 90 100' E unit and future units sof Ow)h" Ridge SubdiviAm and the 6asn"onen of Nkemon 3 1 s © o I • . - 86 99 87. 87 W 87.00 87 00 87.00 68.14 p I Z I Subdivision II Ivey slect. by molorily wte, to ph the Oo7AM Ridge NpnMwnen ; CK 5 F $ $ Association. The Mtoe vied, Lat $I. Block 3 is also d"cated to the purpose I I I <I o O of storm Water retention and mcase by the City of Caldwell for maintenance of I er 11500 I n 'c 3 `a n ^ ;' n LL I 3 the of" water retention arse Is gronled to perpetuity. M_93i']C F o z T I I 6 9 O ry$ O p R O o I 132.87 I 100 00 ® _ P O P 'nR no Orr _ Op I Z -Z © ryp Q mP -_ -_ -_ $1 N901'°° E LEGEND C $ O° 7 a c - 2A 8700 -z 87W "z 67W ezoa ezoo 6a14 ^I 10 $ BRASS OR AL. CAP SECTION COR. ' I� 610.13 - N 8932 30' E ' i ',5x Na93Y3ot I 9 28121 e 22 9.06 - N 90TM'00' E COR. O$ O UPLATTED BRASS OR AL. CAP QUARTER 95 x ^ 74 y Ly BRASS OR AL CAP SIXTEENTH COR. i m lN4E BEARING DISTANCE sc -- ___ Qu N On7'30• W 22.ao NOSY 5/8 X 30" STEEL ROD o L2 S 7444'2Y W .78.71 I % 72 78 0C 7 SD 78.00 100 50 0 100 200 300 L3 S 74.44'22• W 400: a 1/2 X 24" STEEL ROD 3 L4 S 4435'39' W 2a45 n Z SCALE IN FEET LS S 23'42'11' W 11.45 m L6 N OOOr30• W 10.70 BL CK 6 N L7 S 8932']0 W 25.72 FA & B E N G I N E E R I N G T U N 00ro7*30w 16.2e 31- N 89'52.36 E L9 S 00'07'30• E 29.03 -W 1/4 COR SEC I UWATTM L10 S 8932'30' W 21.18 BOOK ___ PAGE ___