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Home My WebLink About034pg09ASSESSOR’S MAP CONTRA COSTA COUNTY,CALIF. BOOK PAGE34 9 A 2A A A 22 2 11 1 120’R/W185.00 1320 3 3 0 145.00 3 1 5 . 0 N 0 ^ 5 6 ’ 4 5 " E 3 1 5 . 0 6 6 0 185.0 EAST 3 1 5 . 0 N 0 ^ 5 6 ’ 4 5 " E 3 1 5 . 0 185.00145.00 3 0 2 0 2 0 N 1/4 COR. SEC. 36 "A" 1.337Ac. R / W 26 "B" F T . 4 0 NO R T H 1320 330 29 6 6 0 330 AVE. 29 660 WEST S O U T H 6 6 0 8 2 5 EAST 660 1/2 M/Rs BELOW 500’ 10.0Ac. TR. 7667 M.B. 364-24 11-25-92 20.16AC. 090 LAUREL NW COR SEC 36 1262.48 2 0 22 . 5 2 0 22 . 5 A V E . 08 03 22 14 EAST 175 175 1 0 0 1 0 0 410.0 N O R T H 8 2 5 5 1 0 . 2 5 4 9 3 . 2 2 N 0 ^ 2 3 ’ 2 0 " E N 0 ^ 2 3 ’ 2 0 " E 300.0 O ’ H A R A "A" 4.80Ac. EAST 3 3 0 436.0 140 239.71 1262.48 N89^36’40"W N1^0’24"W 161.41 2 7 6 4 3 4 . 9 4 228.47 2 5 5 . 5 6 87.71 N89^13’56"W N89^13’56"W N89^30’47"W N 0 ^ 4 6 ’ 4 " E 9’ 40 15 20 LT 1 "B" 1 7 8 . 5 8 N 0 ^ 5 5 ’ 3 8 " E POR. "C" 2 5 ’ A C C E S S E S M T . N89^50’24"W 262.56144.97 R=400 R=400 111.51 33.46 21 N 0 ^ 2 3 ’ 2 0 " E N 0 ^ 5 9 ’ 2 8 " W ( N 0 ^ 2 3 ’ 2 0 " E ) 10 ’ I R R I G . "D"23 20 9 8 . 0 9 8 . 0 232 20 01 .50Ac. .50Ac. 204.5 22 . 5 07 22 . 5 .39Ac. 10 090 104-26 TR 775835 PB 2- A-1997 ROLL 1"=200’ N89^3’7"W 20’ 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. 382.32N89^18’40"W 3 5 7 . 9 0 S 0 ^ 5 5 ’ 4 " W 348.67N89^18’40"W 40 6.125Ac 6 4 9 . 4 8 12.10 7PM20 32PM48 1/31/69 2 0 411.54 563.82 S86^11’8"WS80^37’18"W 89.35S86^11’8"W 142.84 7 2 5 5 5 0 . 9 8 S22^31’38"W 46.44 S0^23’20"W 32.49 S45^42’32"W 25.46 23.14Ac. 10 1/30/08 4 SEC 36 T2N R2E MDBMPOR NW 1/ 1- 3/27/4 40.0 3 1 8 . 0 3 N89^18’40"W (N89^50’24"W) N 0 ^ 5 5 ’ 0 4 " E 35.19 N 0 ^ 4 1 ’ 2 0 " E 3 5 7 . 9 0 232.0 N 0 ^ 4 1 ’ 2 0 " E N 0 ^ 4 1 ’ 2 0 " E N89^18’40"W N89^18’40"W 3.0Ac TO PG 10 (3.12Ac) GRAPEVINE LANE 1/2 Int M/R to W. HONEGGER et al 59 TR 8734 MB 504-20 5/25/07 4.56Ac .93Ac TO PG 29 TR 8734 MB 386-18 4/24/96