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977--17 PARCEL BrJ` <br /> SEC. 9 SEC, !O ' <br /> RARr"F' DETAIL 8��p,�� SEE SHEET 6 ® o �, PARCEL B AS SHOWN IN 4600/K 29 <br /> N89°23`22"W 2425.59 N89°23'22"W 460_/! � PM PA GE 9 THE NOR TH 112 OF <br /> f NO°36 138 AE <br /> t AND <br /> 200.00 I2 PA RCEL A <br /> THE NOR THWES T //4 OF SEC T/0N 22t <br /> e r /9 SEE SHEET"4 <br /> SEC. 16 SEC. 15 N8382022"W `� ``'``, '8 DETA/L 2 TOWNSHIP / SOUTH RANGE I EAST <br /> t <br /> 1 1 �`. //T SEE SHEET 8 <br /> DETAIL ? ^! `- � '� • <br /> goo --N%IS �,� T ._%.� so .� '3. 1 kfOUIVT DIABLO BASE AND MERIDIAN <br /> ° WEST R/W LINE '4 " CONTRA COSTA COUNTY, CAL/FORN/A <br /> °/ MORGAN TERR/TORY _ 12 DATE OF SURVEY OCTOBER 1982 SCALE I" = 500' <br /> FINLEY ROAD STRUCTURE ETBACK L/NE \ 11' JOHN K. L OWES, LAND SURVEYOR <br /> s SEE SHEET 2 1/0 <br /> DETA/L 3 � '0 <br /> SUBDIVISION MS 120 - 80 <br /> SEE SHEET 8 IN <br /> � h M <br /> BASIS OF BEARINGS L EGEND <br /> } PARCEL C CALIFORNIA COORDINATE SYSTEM <br /> SEE SHEE T 6 ZONE III' CONTRA COSTA COUNTY � FD I / a/RO N PIPE f TA G L.S. 3413 <br /> 5 FD 518" R EBAR � CA P L.S. 3424 <br /> STAT/ON RJGGSoTO MST. D/ABLO SET / ' �`/RON PIPE TAG L.S, 3413 <br /> h TAKEN AS N47 57 54 W. /� <br /> p o <br /> 1160j71613 SEE SHEET 3 nSET /" REBAR � TAG L,S. 3413 <br /> Z 489 ff RECORD DATA IN 64 LSM 37 <br /> t <br /> 114 COR N88°58'51"W <br /> N <br /> 870.00 <br /> 109 N 71°53!15"W 28.14 <br /> PARCEL D //0 N40 008`58"W 160.65 � <br /> 682. 95 AC. / // N48°5755"W 68.50 <br /> !12 N43019`24"W 238.86 a <br /> !� //3 N58°3/'01"W 69-83 0 <br /> 0 114 N/5°09'49"W 192. 90 h <br /> l 15 N83°30'05"W <br /> 185.36 N <br /> 116 N54°21'3/"W 322. 77 <br /> a� TT) c j 117 N36°39'01"W 196. 92 <br /> 118 N43 045`03"W 187. 20 r� <br /> u 111.9 NICO264071"E 148.84 <br /> 12 N2°57'33"W 56.33 W <br /> �l <br /> DE TA/L 5 <br /> SEE SHEET 8 E'S,IJY 7651 OR 720 <br /> SEC. 16 SEC. 15 SEC. 15 SEC. 14 <br /> N89°34'0!"W <br /> AK <br /> 77. 83 2659.89 5 89°34'0/'E 2659.89 <br /> 1 <br /> SEC. 21 . 22 o SEC. 22 SEC, 23 <br /> If I FINLEY ROAD <br /> 4�j~ SEE SHEET 3 <br /> STRUCTURE SETBACK LINE <br /> N _ ` W <br /> r <br /> J r 2628. 75 <br /> 389°34 0! E 2663.90 <br /> DETA/L 6 <br /> SEE SHEET 8 rJ 10,552 OR 0,53 � <br /> m <br /> AP NO. 204-010-01,02 SHEET 7 OF 8 SHEETS <br />