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HomeMy WebLinkAboutMB 196_10 TR 20704 ,�o a scale 1" = 40', CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE 'OF CALIFORNIA sheet 6 Of17 sheets TRACT N0. 20704 BEING A SUBDIVISION OF A PORTION OF SECTION 9 d A PORTION OF SECTION 10 OP T6S, R4W, S.B.B.M. COURTON 81 ASSOCIATES 639 i1 �;��D7 -A-70 CC 38°IB'34' TRACT BOUNDARY SCENIC RIDGE DRIVE 35a gyj/9� N67°24'49"E 00.03' q 1lT21'56'E244.18' •3 opi mm pRly 8,39�5i� p00 5 1"13 . ?,3[{.?0 0° Z k '/OSUMMERHILL �i i ,: 000.00 ,W C9°21'S8"g 272,11 - Oq 42 677'89 ,Fi •E1j •. / 05 9 p a EMSE�HENT 1� h� Hi N0-.I.1z 14, p:/044�%,c!_-i�i'?a --�N B9'2/S8 E 271/0' by 4 2 D SLLY°E E/::gbNr fAR _ 62.L9' CZ A=4°CW'99" R,/044.00' ll/ LAN NS 4p'- AND 7"37.fb' Lc 74.30 8:y°g8'25" i7� 'S 7Y l/,G9 0 5.F, I)MIA)MOAM6.5 PORR05F$ I R=/04 Gy 25 j7•�. 00 OOER LOTS /5,/6, `�' L "�`� L-8�.55 g/.p7, o�" /`+4/9 I ro '(� q< c� 42, 'wO/CArEO 7vTHE c ¢ n d a �, c/ry cAxE F15�NL1QE. t 8 13 Wj 14 �'�r 15 " 6B. �`' - 4 ., w I� �w �_ (Rl G Jr s$. F w e 16 w 0 8,193 S.F. of /0,3093.F. �B _�_ W 2 8,149 3.F Z h 9,754 5.F z 17 18 0�- - d'21.3 87.48, ` N WILLOW R-1000,0O, T-!9 8,0445.E A l 975.00' 1/E�� � y 117 T=186.'5 C=3(08.59' •I �/�/ •..J W o. / p Ld w e b 3l°2 S.F Io,248 S.F ^^f 2 O L�81 _ ��0 l�70• `�\ -�9/./O' 7,083 S.F. J\27 'f, w 64.36• ` 74.So (°747 S.F. 2 6 \ \ ^ � 7 (n,0 3 l 5.F � JR r:: s 6p'•9 s 25 �. W 35 $ A?I .7, 6'E y^ lo,/5-1 5.F 7731 5.F F 34 35 h� G 363.02, A ., i 7339 5.F !op ^+ 7,855 5.F = 36 06, 7,75) S.F. E 6p,2 S>7• /377e 2 cr3 H v 37 tip' 10' ,^O d-3,27,3 C/4 b 7,59/ S.F uw 38 C R`zq '7-73 h -moo C/5 0 ;: l 0) =2` `0`=2gNYON zb C-/46 71 y 7,450 5.F i:>: / 4 7 O7�'F 76 6O d` 27' 0o I rye C' 66 STq T E 79a W o y J44. ^ 39 5.6, p.0 w A'2370. ��__ J' �o _ T•71. - ORS oo- cn �• V LINE BEARING DISTANCE l 4S " 1 N48.27'O6'E 19.85 / / \`� Ld 2 S51.20'48'E 20.49 / / ,�• `` Ld 3 511°4B'57'w 21.00 "i' / 0 F ,�, 4 N79°51'25"E 25,51 5 5E6156'05 W 10.00 SEE SHEET 7 / 1 ::. / s>3. ,�•F +3 ` CURVE DELTA RADIUS TANGENT LENGTH __. 1 2-56:51' 300.00 7.72 15.43 / 2 D•5248' 1044.00 8.02 16.03 / 3 3158.ID. 1025.00 35.52 71.01 - 4 9°41'16" 1044.00 68.47' 174,.52' 5 340'19: 1025.00 32.86 65.69 6 1014.11 7 3.58'f0' 1025.00 35.52 71.01 8 4•01'41' 1025.00 36.D5 72.06 9 3.23'02' 1025.00 30.28 60.54 f0 76.42'53' 47.11 31.19 12.93 11 60.32'42' 47.00 27.43 49.67 12 0.40'15' 1025.00 6.D0 12.00 13 0113'23" 2430.00 4.73 9.46 14 1*26'18' 2430.00 30.50 61.D0 15 1.25'18' 2430.00 30.50 61.00 16 0.21'13' 2430.00 7.50 15.00 17 4.28'40' 975.00 38.12 76.20 18 41 W 34' 975.00 36.12 72.20 19 5.00'53' 975.00 42A9 85.34 20 4.40'r' 975.00 39.82 79.60 21 1.19'01' 975.D0 11.21 22.41