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HomeMy WebLinkAbout217pg03ASSESSOR'S MAP CONTRA COSTA COUNTY,CALIF. BOOK PAGE217 3 3 1 3 3 2 1 2 3 2 3 2 SYCAMORE CRK DRAINAGE EASE. W. bank S ycamore Creek M O ST E LY. C O R. 2118 O R 274 T A S S AJ ARA CAMI N O M O ST N LY. C O R. 3. 0A c. PA R. SYCAMORE CRK "A" D R M AT T O S CT WO O D S ID E W O O D SI D E CT "A" "B" "A" PCL "B" S E T B A CK &STORM D R A IN. 25' BLDING. POR PCL "A" CTR. SEC. 35 PV T. A C C ESS & U TI LI TY EA SE. FM. 207-29 9/67 030 04 48 48 19 030 215 P.B. POR. SEC. 35, T. 1S., R. 1W., M.D.B.M. 15P.M.51- 147PM452-7-19-90 A-1996 ROLL POR TR7443 MB 382-1 3-168PM23 12-12-95 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SS E TR. 7443 8-18-97 M.B.394-49 16 17 18 19 20 36 30 12 13 09 22 23 24 25 26 27 35 34 5 0 R =1936 17 8. 6 3 5 7 92. 66 116 R =2031. 71 24 .36 35.35 R =183 40.36 R =240 10 5. 0 8 R=20 31.42 57' 8 6. 4 8 44.98 2 4 .5 6 R =240 N 6 0° 4' 2 2" W N 6 0° 4' 2 2" W R = 2 0 3 5 . 1 6 6'113 ' 12 2 116 10 5 68 0 .04 8 6. 3 2 9 1. 0 3 10 0 8 5 31.42 R=20 13 4 13 4 12 1. 3 2 10 6. 3 2 105.0 8 810 5 N2 9°5 5 '3 8 "E N2 9°5 5 '3 8 "E N 6 0° 4' 2 2" W N 6 0° 4' 2 2" W 10 1. 3 2 10 8 .0 R = 2 0 3 1. 4 2 4 5.9412 4 4 7 .0 7 R=2033.54 113. 7 5 4 5 ' 13. 19114 .89 N75°56'37"W N 6 0° 4' 2 2" W N83°37'32"E 14 6 R =2 0 0 R =15 5 10 3 .4 6 178.45 2 8 7 9 .6 4 6 8 . 5 1 1 2 9. 0 8 N75°37'13"E N 1 4 ° 2 3' 4 7 " W N 1 4 ° 2 3' 4 7 " W 45' 9 3 2 0 4 . 0 3 N 1 4 ° 2 3' 4 7 " E R=3535.29 R =4 0 16 6 .0 1 12 0 137.99 7 3 .7 3 N 7 4 ° 2 3'4 7 "W N77°26'39"E N2 3 ° 2 7 '2 3 "E N76°49'E N 1 4 ° 3 7' 1 1 " W N9°47'30"E N14°57'1"W N78°0'28"E 49.32 23.73 15.34 N19°7'22"W 25.25 130.85 2 4 5 6 . 1 9 S 7 3 ° 1 7'E N18 ° 5 3 '3 5 "E 4 5 . 0 6 2 .2 8 112 .3 0 9 3 .754.35 62. 10 66.15 N84°43'E S 66° 11' E S30°29'E 63.1 16 1.6 71.1 95.58 7 4 .4 3 N87°04'E N2 4 ° 3 1'E N44°45'E118.367 6. 0 2 147 29.81N78°15 'W 5 0 14 6 4 5. 7 5 4 4. 9 8 2 0 4 .17 S 2 9°5 6 '0 7 "W S6 1° 15' E S 2 8 °4 5 'W S6 1° 15' E 199.4 2 5 7. 2 12 1 13 0 2 6 2. 8 4 4 5. 18 N 6 0° 0 3' 5 3" W N 2 8° 3 8' 5 5" E N 68 ° 4 3' 2 2"W N 6 1° 15' W N2 2 ° 0 '10 "E 13 4 .9 1 77. 69 13 8. 3 4 12 6. 5 0 38. 54 6. 66 45.21 2 1. 1 10 0 18 5. 0 1 4. 2 6 62. 83 69. 12 R =450 R =495 8 2. 26 73.16 R=155 103.46 10 0 4 5 ' 105.0 10 5 .0 4 9 1 S N2 9°5 5 '3 8 "E N2 9°5 6'0 7 "E S6 0° 0 3' 3 3" E S6 1° 15' E S6 0° 0 4' 2 2" E S5 9° 5 9' 0 1" E N2 9 °5 5 '3 8 "E 8 6. 9 7 9 3 113 .0 9 3 8 6. 9 7 17 8. 4 10 1. 3 5 3 9 .0 0 2 7 5 6 5. 4 9 R =2064 357. 25 ( 356. 12) N2 9 °5 5 '3 8 "E S 2 9 °5 5 '3 8 "W 8 .3 5 S 2 9°55 '3 8 "W 25' Acc E AS E TI E 1"=100' PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE INFORMATION NOTE: THIS MAP WAS PREPARED FOR ASSESSMENT DELINEATED HEREON. ASSESSOR'S PARCELS OR BUILDING SITE ORDINANCES. MAY NOT COMPLY WITH LOCAL LOT SPLIT 2 5DRAIN. EASE. FROM PG 48 12/18/23 LO T LI N E R EM O V ED LLA 2 0 0 0- 0 4 68.6 5 8 1.9 9 N13 ° 5 9 '17 " E 261.7 R =40 (.224Ac) .576Ac .339Ac .254Ac .241Ac .359Ac .316Ac .323Ac .265Ac .298Ac .294Ac .241Ac .226Ac .276Ac 1.146Ac .437Ac .642Ac .56Ac .72Ac 2.283Ac .241Ac 14 5. 0 1 16 8 .8 2 2 0 4 .5 1 168.82 37 38 3.01Ac S 2 9 °5 6 '0 7 "W .407Ac 4-221P.M.27 12-7-23 12-18-70 4 4 4 4 "A" "B"48.88N44°1'11"W N82°25'38"W N 6 0° 4' 2 2" W 9 5. 5 9 N29°5 5 '3 8 "E 17 1.7 9 13 9.7 0 N2 6 °2 8 '2 2 "E N58°18'22"E N84°6'38"W 17.50 N86°55'38"W N 3 6 °3 2'2 2 "E 23.2 4 8.1 12.01 14 6. 7 3 17 1. 7 3 39 40 221 PM27 P VT. ACCE S S & UTILITY E AS E . ASSESSOR’S MAP CONTRA COSTA COUNTY,CALIF. BOOK PAGE217 3 3 1 3 3 2 12 3 2 3 2 SYCAMORE CRK DRAINAGE EASE.W. bank Sycamore Creek.81Ac. 1.146Ac. M O S T E L Y . C O R . 21 1 8 O R 2 7 4TASSAJARA C AM INO M O S T N L Y . C O R . 3.0 A c . P A R . SY C A M O R E C R K "A" 2.283Ac. .339Ac. .265Ac. .323Ac. .294Ac. .298Ac.DRMATTOSCT WOODSIDEWOODSIDE CT .276Ac. .226Ac. .241Ac. .241Ac. .241Ac. .254Ac. .316Ac. .359Ac. .84Ac. "A" "B" "A" 2.71Ac. .642Ac. PCL "B" SET B A C K &STORM DR A I N . 25’ BLD I N G . .72Ac. POR PCL "A" CTR. SEC. 35 P V T . A C C E S S & U T I L I T Y E A S E . FM. 207-29 9/67 030 04 48 48 19 030 215 P.B. POR. SEC. 35, T. 1S., R. 1W., M.D.B.M. 15P.M.51--12-18-70 147PM452-7-19-90 A-1996 ROLL POR TR7443 MB 382-1 3-168PM23 12-12-95 1 2 3 4 5 6 7 8 9 10 11 12 13 14SSE TR. 7443 8-18-97 M.B.394-49 16 17 18 19 20 36 30 12 13 04 09 32 31 22 23 24 25 26 27 35 3450R= 1 9 3 6 17 8 . 6 35792. 6 6 116R = 2 0 31. 7 1 24.3635.35R=18340.36R=2401 05 . 0 8 R=20 31.42 57 ’86.4844.9824.56R=240N6 0 ^ 4 ’ 2 2 "WN60 ^4 ’ 2 2 "WR=2035.166’113’12211610 5680.0486.32 9 1 . 0 3 10 08531.42 R=20 13413412 1 . 3 2 106 . 3 2 105.08810 5N29^55’38"EN29^55’38"EN60^4 ’ 2 2 "WN60^4’ 2 2 "W 10 1 . 3 2 108.0R=2031.4245.9412447.07R=20 33.54 11 3 . 7 5 45’13. 1 9 114.89 N75^56’ 3 7 " W N6 0 ^ 4 ’ 2 2 "W N83^37’32"E146 R=200R=155103.46178.45 2879.6468.51129.08 N75^37’13 " E N14^23’47"WN14^23’47"W45’93204.03N14^23’47"ER = 3 5 35 . 2 9 R=4 0 166.01120 137.99 73.73N74^2 3 ’ 4 7 " W N77^26’39 " E N23^27’23"EN76^49’E N14^37’11"WN9^47’30"E N14^57’1"W N78^0’28"E 49.32 23.73 15.34 N19^7’22"W 25.25 130.85 24 56.19 S73^ 1 7 ’ EN18^53’35"E45.062.28112.3093.75 4 . 3 5 62. 1 0 66.15 N84^43’E S6 6 ^ 1 1 ’ E S 3 0 ^ 2 9 ’ E S4 5 ^ E S83^36’E 48 . 5 63.1 161.6N25^18’EN57^0 8 ’ E N35^22’ES85^17’E S88^06’E 71.1 23.2 48.114 5 17 0 17.5 11.795.58 74.43N87^04’E N24^31’EN44^45’E118.3676.02 147 29.81 N78^15’ W 5014 6 45.7 544.98204.17S29^56’07"WS 6 1 ^ 1 5 ’ E S28^45’WS6 1 ^ 1 5 ’ E 199.4311257.2 12 1 13 0262.84 4 5 . 1 8 N6 0 ^ 0 3 ’53 "WN28^38 ’55 "E N6 8 ^ 4 3 ’ 2 2 " W N6 1 ^ 1 5 ’WN22^0’10"E134.9177. 6 9 1 3 8 . 3 4 1 2 6 . 5 0 38. 5 4 R= 4 1 0 6.6 6 45.21 21.110 0 1 8 5 . 0 14.2 6 62. 8 3 69. 1 2 R = 4 5 0 R = 4 9 5 82. 2 6 73.16260(TOT.)R=155 103.46 10 0 45’105.0105.0260’1 4 5 ’491SN29^55’38"EN29^56’07"EN29^56’07"WS60^03’33"E S6 1 ^ 1 5 ’ E S60^04’22 "ES59^59’01 "EN29^55’38"E86.97 9 3 113.0113.339386.97 1 7 8 . 4 10 1 . 3 5 39.0027565.49 R= 2 0 6 4 3 5 7 . 2 5 ( 3 5 6 . 1 2 )N29^55’38"ES29^55’38"W8.35S29^55’38"W25’ Acc EASETI E 1"=100’ PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE INFORMATION NOTE: THIS MAP WAS PREPARED FOR ASSESSMENT DELINEATED HEREON. ASSESSOR’S PARCELS MAY NOT COMPLY WITH LOCAL LOT SPLIT OR BUILDING SITE ORDINANCES. 2 5 U-17 .576 Ac.D R A I N . E A S E . FROM PG 48 36 01/04/10 L O T L I N E R EM O V E D L LA 2 0 0 0 - 0 468.6581.99N13^59’17"E261.7(.224 Ac.)