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HomeMy WebLinkAboutMB 196_18 TR 20704 CC scale 1" = 40' CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA sheet 14 Of IT sheets _ TRACT NO 20704 BEING A SUBDIVISION OF A PORTION OF SECTION 9 d A PORTION OF SECTION 10 OF T6S, R4W S.B.B.M. COURTON 8 ASSOCIATES ��\ C) TRACT BOUNDARY NGPEfJ V EAlL»t�r EG,QL+ff ,26SBLYSv/.v Fwk7R OF / ?D D.dw/,(/,>/6E Ewf6y6'7vT -_-_-ti- /F•R/eoyw�v/IONEr✓Nc. D�icATEo ro ThE C✓rY S68.20'53'E :o 00.J/a' OF L�Y6 ELS/HOLE avEw Gars 15. '77,7,F,7f (oq.l4' l2 o G0,29' � 79,66' m 74 75 W 76 w1J'a 77 W 78 21, 79 = /0,279 S.F. d N /a,75L 5.F 7,8655.frn . 7,3885.E 8,4445.F N h �• c4 cs C3 45.40' SB6.04 15'N /64:90' 4-1Z6°12'41 C'08R=I910. �E " f= tb/1S "1 RIDGE CANYON - -IV,, NB6•04_15'E 164.90'_ -"0 1126°f 32 g R D-- 12°38'06" R_2000.00' T=221.43' L=441.07' -- C, _ - '3(p��� m 00 7-"9- d=Izb°Iz'40-R'2 N86.04'15'E /64.90' 7o.pp T-53 �ail , S %12o 3A'OD" A=2030.00' T=224.T5 L=447.46' $1i.40' C91I -- CG .19.A0' m7.SO' 1 G Cl0 � C7 8 \� 9 3 a w �h 219 218 217 �g 216 215 214 fa9g9SF u �p/3 Sf. � (g30g5.F, ib Ca723 S.G, r ' $F. 9,061 S.F. N h .9a9°39•o5"W 91d/.20' 63' 5 /. 203 204 205 a 206 N 0 9�G2G 5.F 2, 8,750 S.F ti z N /OS31 sF /o m65.F 207 z, // t0 4! O, 01 F1/9LlG bi' W 26.00' 1UTILITYY NS t._i 1 W 208 Lij N89.29'41'N 106.90' 0=45.14'19'• 0/\ /1 6OZ S.F. kJ 8'325. o RIDGE SW29'41'E 206.90' VIEW - O--- a .�� w W 19. >i pti� �3 (o 09 SB9'29'43'E 206.90' A'45'/49r?. \0- T. ?S6. E 2/.40• [ 2, �1iAD" /2,008 S.F. �✓, 'B1' r V 5\ a it• b ,(� r 185 184 183 'o.'9p''\ z la50 S.F, H 7,000 S.F. 8,268 S.F. 182 $ �\ `A✓;j� ♦+ N69aR9'4/ 304.72 F. ' 0 8,214 S. 70.00' .Y70o� as \ ✓'sca .'ems I i 1 I s6 70' 181 ✓✓aS. �� . I SEE SHEEt 15 z 9301 180 �9 LINE BEARING DISTANCE CURVE DELTA RADIUS TANGENT LENGTH 2 01 \ 1 544 17'36 E 3786' i 2.22'19' 1970.00 40.78 61.55 2 2.1001' 1970.00 37.25 74.51 � saems• ,you \ 3 0'43'30 1970.00 12.50 25.00 •�'3 >' of �4 4 5.55'13' 330.00 17.06 34.10 ' 5 iV20'21' 330.00 29.86 59.55 6 2•a6'/f- 2oW.Ao' 17.27' 74.SS" 7 1'ob'//" to7A.00 3716' 71/57' -10 s. 8 V 44'53' 2030.DO 13.25 26.50 + \ 9 1*33'02' 270.D0 3.55 7.31 / io 2V1537 271.DI 48.24 10.41 / SS "0.". 325.00 23.22 46.35 12 10.27'36' 325.00 29.75 59.33 / 13 10.27'36' 325.00 29.75 59.33 14 1118*36' 325.00 32.18 64.15 15 4:50'12" 325.00 13.73 27.44 16 14.05'07' 275.00 33.97 67.60 V 44 18'50' ' 275.00 45.64 90.45 18 52'18'29' 275.00 29.65 59.07 i9 0142'19' 325.00 2.00 4.00