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r <br /> PARCEL. MAP <br /> SUBDIVISION M. S. 18-3 -79 <br /> 1 16 BEING A PORTION OF THE SE 1/4 OF THE NE 1 /4 <br /> AND A PORTION OF THE NE 114 OF THE SE 1/4 OF BASIS OF BEARING <br /> SECTION 22, AND A PORTION OF THE SW 1/4 OF <br /> =20 THE NW 1/4 , SECTION 23 T1 S R1W , M.D.B. & M, THE BASIS OF BEARING IS A CONTRA COSTA COUNTY <br /> VICINITY MAP CONTRA COSTA COUNTY CALIFORNIA . PRECISE TRAVERSE OF BLACKHAWK ROAD CONTROL <br /> POINT BH — 29 TO BH — 28 TAKEN AS <br /> Z� 1p CALLI CRESPI NORTH 58 014'10" WEST, AS SHOWN HEREON , BEARINGS <br /> A r SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM <br /> cps p DeBolt Civil Engineering ZONE I I I , <br /> �CZ <br /> Danville, California 94526 <br /> SITE � ,ABLp SCE7 APRIL 1980 SCALE 1 20' <br /> LEGEND. e��o <br /> • FD, I .P. (RCE 22485) ATHENIAN DETAI L <br /> O SET 3/4" I . P, (RCE 22485) SCHOOL <br /> O FD, 2" I . P. WITH COUNTY TAG SUB 4937 2 ______� „ <br /> �) PO[NT OF NO SCALE <br /> 111.111 <br /> ABUTTER'S- RIGHTS RELINQUISHED" BEGINNING N 20 35 36 E281' <br /> DANVILLE , CALIFORNIA. I111DN°IES T EAID & LOliao,s <br /> (9372 OR 783) ��! �` _i 12.84' <br /> 5' PRIVATE ACCESS �. q , •' — ® N ,2O° 35'36 E <br /> UTILITY EASEMENT 5 PVT. <br /> 310.34, TOTAL 39 50, ACCESS & <br /> N 20 35 36 E 297. 53 <br /> -- '•r UTILITY ESMT� � <br /> 81.70' �— s <br /> 4 ' 60.35 --!fib 15_5.48' �`, L N 20°35'36' <br /> 2 142.05' 4l ---i t ------ <br /> - 'n <br /> L0 r <br /> °> \r c� / �` cep �.> ° p5 .10 <br /> 76 A <br /> 0 EASEMENT DIMENSIONS <br /> BEARING DISTANCE <br /> Q N 1 N 7101114.0" W 17.03' <br /> ® �7 22 N 18°48' 20" E 25.00 <br /> Z 0. N 20-3536- E 16. 1q, <br /> �n N D O cps (4 N 69°24124°' W5. 0 ' <br /> qT <br /> PARCEL 13" PA RC E L `A' -� ° ° `� <br /> -- O > <br /> o <br /> t3� ' <br /> O CID <br /> LOT 22 v —� <br /> rn O z <br /> ` o <br /> 0 �G '> Q <br /> z -,o-,o _ N <br /> r- CD a <br /> N <br /> r o p <br /> rn o o O <br /> Z t,J D (nN-70 <br /> r <br /> C� 73 <br /> V 80 u <br /> 07 13.55' W ) 4- <br /> F� p° �` '< 133 1 60.78; <br /> a, 14 2.00 18 2.29 �,.r 30.12 30.66 BH 29 <br /> N 19051' 50 " E 324.29; N 190 51 ' 5aE �`'� TAKEN HF-RE <br /> 3 54.41 TOTAL <br /> N 58°14'10 W <br /> 664.31 ' M . TO M. <br /> LOT 24 r T 25 L.(JT 26 <br /> BASIS OF BEARING) <br /> .. ' <br /> ( 2'20 N' 4711 (06H 28 <br /> PARCEL NO. 215-020-002 JOB NO. 79223 SHEET 2 OF 2 ; <br />