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BASIS OF BEARINGS LEGEND <br />THE 'JNE BETWEEN FOUND RAILROAD SPIKES ON THE CENTERUNE OF DEL'A ROAD BEARING IS BASED SET STANDARD CONTRA COSTA COUNTY <br />FROM NVERSING 'HE CONTRA COSTA COUNTY M01UMENT RECORD SHEETS 'POINTS 50 dI 78" TAKEN @ STREET MONUMENT STAMPED —S. 5.398 <br />AS N 89'18'44W BASED ON THE CALIFORNIA COORDINATE SYSTEM ZONE IN (CCS 27) FOUND STANDARD CONTRA COSTA COUNTY ST. REET <br />MONUMENT STAMPED L.S. 5399 AS PER 425 M 42 <br />SEE SHEET 5 6 FOUND MONUMENT AS NOTED <br />—I------------------------ <br />-1 <br />FOUND RAILROAD SPIKE AS SHOWN <br />MARTINEZ <br />99-133253 k r P.5,1;7 PRIVATE STORM DRAIN EASFMEN—, <br />I (T) TOTAL <br />(M —M} MONUMEN, TO MONUMENT <br />LINE TABLE <br />LINE <br />BEARING <br />LENGTH <br />L <br />N89'34'1 4"W <br />50.32' <br />L2 <br />N53*21'20'W <br />14,74' <br />L3 <br />N73*36'07*E <br />56.72' <br />L4 <br />NOO'31 *4.6"E <br />33,88' <br />LS <br />NOO*39'18"E <br />19,36' <br />L6 E <br />N89'28'1 4"W <br />112.17' <br />L7 <br />NO3'06'1 1 E <br />9.53' <br />SUBDIVISION 8391 <br />PARCEL A & B OF SUBDIVISION 7689 <br />AS SHOWN IN MAP BOOK 425 PAGE 42 <br />FILED OCTOBER 23, 2000 <br />CITY OF OAKLEY <br />CONTRA COSTA COUNTY, CALIFORNIA <br />0 0 — i L ( ) RECORD INFORMATION PER MARSH CREEK R/w DATE: DECEMBER 2000 SCALE 1'=100' <br />AdALICOAT ',AVENUE PER ED 461-4452 — — — — — — — — <br />Ll 05) 104, BELLECCI & ASSOCIATES, INC. <br />— — — — -- I , 14 97 RECORD INFORMATON PER 68 PM 25 <br />RIGHT CW 1 0 589'2� CONCORD, CA <br />C'AAZr7UCkfT TO TWC* 60 61 14- < > RECORD INFORMATiON PER 37 LSM 20 <br />110, 00 ! <br />OAKLEY WATER DISTRICT ///// RELINQUISHMENT OF ABUTTERS RIGHTS OF ACCESS I <br />PER 11679 OR 381 PRIVATE ACCESS PROHIBITED I <br />WIRTH 59 62 SUBDIVISION 7589 -j <br />F� <br />DO (n <br />8817', OR 426 71 6,3 <br />95 94 93 92 1 91 1 ;20'42 *W go <br />n <br />- - - - - - - 1 0 63 '7�' <br />I.P. I R f 166. 010' 51 <br />FOUND 1 -1/2" 460.97' 69 <br />C -2, <br />58 N 99 9" 14 70 <br />NO TAG PER 68 PM <br />it - - - - - - <br />----I I I A A 74 1 <br />CURVE <br />TABLE <br />-CURVEU <br />DELTA <br />RADIUS <br />LENGTH <br />C 1 <br />11.15'07- <br />680.00- <br />133.54' <br />C2 <br />09'01'06' <br />228.00' <br />35.89' <br />C 3 <br />50-34'35- <br />10.00' <br />8.83' <br />C4 <br />1 53-35'58" <br />45.00' <br />42.10- <br />o <br />25 a I rm 31 1 <br />TAYLOR CIO 66 67 68 69 70 71 72 73 1 <br />J 00-00 <br />REBAR TAGGED �Z' 40\ ;P7 0 :�' �p C) <br />111" OR 390 57 56 65 75 FOUND 5/8 ;%1 <br />------ L.S.' 3251 PER 99 PM 21 SUBDIVISION 7689 <br />76 SEE! DETAIL C SHEET 7 <br />DOUGLAS ROAD DOUGLAS ROAD I ---- ---------------------- -A ;r 0, <br />0 - — - — - — - 0, 2\ .\` <br />I t 1 39 \ 0'o <br />--T — :��IL (R <br />------- 77 34 33 70:' <br />! 10' P.S.D.E It It \N 89 <br />55 54 53 1z I I �� I ", " 38 '37 136 135 �566' 0,J <br />52 51 50 49 48 47 46 45 44 43 42 41 1 1 1 N <br />PAINTER 15 78 R=427,00' 110 <br />17146 OR 25 — :PARCEL B <br />i <br />IIa <br />rlp P vz;i M99-28'141W 441 <br />79 <br />29 <br />28 30 31 32 33 34 35 36 37 38 <br />GRANADOI 39 40 <br />— , Lj -r� -aa—I. <br />6136 OR 377-1 -'S-H- SHE f :zz- <br />1 10' P.S.D.E. - <br />I <br />S� <br />(N 85"54'41' W) <br />5,66-5J49 t(R) <br />112 6.00' <br />N01'06'117 <br />-------- t -- <br />FULLER COURT <br />81 1 <br />; <br />2P, <br />I <br />- e — <br />1 1 3 <br />S� <br />(N 85"54'41' W) <br />5,66-5J49 t(R) <br />112 6.00' <br />N01'06'117 <br />-------- t -- <br />FULLER COURT <br />81 1 <br />; <br />2P, <br />I <br />- e — <br />1 1 3 <br />62.70' <br />KOCH <br />101 <br />99-177606 <br />26 <br />82 <br />114 <br />--- io-. -00-, <br />2 <br />21 <br />20 <br />19 <br />18 <br />17 <br />16 <br />15 <br />14 <br />i <br />100 <br />99 <br />98 <br />97 <br />96 <br />95 <br />94 <br />115 <br />15865-T'49E 7X' <br />�(N 96*544J' #) <br />MARTINEZ <br />' 25 <br />24 <br />83 <br />15198 OR 855 <br />10' P.S.D.E, t-d <br />2 <br />84 <br />FOUND 5/8" REBAR TAGGED <br />116 <br />ESGUISELL <br />: 1 <br />3 <br />4 <br />5 <br />6 <br />7 <br />10 <br />11 <br />L.S. 3251 PER 68 PM 25 <br />/ 1 <br />�3 6 <br />87188 <br />89 <br />90 <br />93 <br />117 <br />98-154102 1 <br />1 <br />i <br />12 <br />85 <br />26 05 7JO 00 y <br />- - - - - - <br />__ -__- <br />IRW-Pt XR) I <br />118 <br />HILL AVENUE: <br />--------------- <br />HTLY A VENC -------- <br />114. t7' I <br />HILL AVENUE <br />- - - - - -= - I — 205 17 110.172 1 <br />L - - - - - - - w "I-' — <br />-��Jff S H EE­�. -4 SEE DETAIL 8 TL FOUND 1/2- REBAR TAGGED C) 589724'13�' 41,7.22' IV8615-? 1 4 'w <br />FOUND 1/2* 1 P NO FOUND 1- I.P. NO �AG PER TC� .9 17.011' <br />PM 25 SHEET 7 FOUND 1-1/4" I.P. NO 120 co 42 LSM 3 m L.S. 3014 PER 42 LSM 43 (N86-544J V) <br />TAG PER 68 m 1 0 TAG PER 68 PM 25 <br />La V L9 <br />SEE DETAIL A I GOOD SHEPHERD ia� ' <br />I In 1 co SEE DETAIL D SHEET 7 PARCEL A <br />n I LUTHERAN HOME PARCEL A I u It 1 1 , N0100"'Ll 102.0g, <br />I LIJ I - <br />SHEET 7 or 0 0 "Q1 2.20 Ac <br />I 'c's 1 99-0059449 1 5 PM 47 <br />PROVENCIO <br />to 1 �4 '1,7 <br />0 1 5 1" 1 r- I --j 620 50'y'j w) <br />97 205980 Z' 00 CQ U , ii I I t cq I (54rff <br />w I I CL 3: U) I I >- f IN89'19'X <br />:Z 00 co 1 20' RIGHT OF WAY TO: I 0� - <br />I w 1 1 j< CQ <br />u m A 8 CARRIE M. DOYLE FOR ROAD L v <br />I PURPOSES PER 735 OR 60 c:I N89 59 59 14 61684 " I <br />30' RIGHT OF WAY EASEMENT TO THE <br />OAKLEY WATER DISTRICT PER 11679 OR 381 PARCEL A r PARCEL H <br />FOUND RAILROAD SPIKE CONTRA COSTA COUNTY FOUND 5/8- REBAR TAGGED NO2'79'051E 23 PM 1 19 FOUND 2' IRON PIPE Q. <br />35 31 EAST END COORDINATE POINT #78 L.S. 3014 PER 42 LSM 43 14106' NO TAG PER 23 PM 19 <br />/vo -00,117- <br />S8978"30 1F 295,', 9.9' SEE DETAIL 8 SHEET 6 31 32 <br />1799. 6j, I — I E <br />S,99*7938�- 2649_94' -S� TAKEN HERE <br />At89*11244'w 5701 — — — — — — — — — — —- <br />I 1 6 <br />A.P.N. OJ3 -140-024 & OJJ-070-004 <br />(f— FOUND RAILROAD SPIKE CONTRA COSTA <br />BASIS Of - 99RINCS DEL TA ROAD COUNTY EAST END COORDINATE POINT 150 <br />SHEET J OF 7 <br />