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o, <br />N <br />1-1N <br />al <br />3 <br />r <br />r <br />i <br />3 <br />0 <br />0 <br />00 <br />rn <br />rn <br />N <br />U <br />O <br />CL <br />THIS ANP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECWN IN CONFORANNCE WITH THE <br />REQUIREDIENTS OF THE PROFiES aWL LAND SURVEYORS ACT AT THE REQUEST OF 9" LEWNE AND ANTTHEW BRYAN <br />IN JULY, 2018. <br />LAND <br />PATRICK M. RET DATE �`� 2P �F �o <br />LS NO. 8178 <br />* LS 8178 <br />OF <br />THIS ANP HEIS BEEN EXAMINED IN ACCORLI4NCE WITH SECTION 8766 OF THE DAME -S <br />Pr,O�FiESSIO/WL LAND SURVEYOR'S ACT THIS % � DAY OF /Via�rc , 20-M. STEIN <br />COUNTY RECORDER'S STATEMENT <br />BLED THIS DAY OF L� V- , 20AT 151D". <br />IN BOOK 1'(7-9 OF LS I/ AT PAGE '2 , AT THE REIX/EST OF <br />PATRICK M. REX PX; <br />JOSEPH E. CANCAAULLA <br />COUNTY RECORDER, COUNTY OF CONTRA <br />COSTA, TE OF CALIFORNIA <br />BY 651 Term <br />TY COON COIRDER <br />RECORD OF SURVEY <br />RS N0. 4027 <br />PORTION OF LOT 14 & 15C, AMENDED OFFICIAL MAP OF <br />ARLINGTON ACRES (1 OM 20) <br />CONTR4 COSTA COUNTY, 04LIFORNIA <br />KISTER, SA V/0 & REI, INC. LAND SURVEYORS & CIVIL ENGINEERS <br />PINOLE, CALIFORNIA <br />JANUARY, 2019 SCALE.' 1 " = 40' <br />* BASIS OF BEARINGS. <br />fg �/ L& 6571 THE BEARING N 13' 16'OOE" BETWEEN TWO FOUND MONUMENTS ON THE CENTERLINE OF NORWOOD <br />BY JAMES S1D NTY 571RV£YgR �! AVENUE AS SHOWN ON BOOK 1 OM, 20 AND CR'S 160-12 & 160-13. <br />LS N0. 6571 <br />LEGEND REFERENCES <br />0 = FOUND RR SPIKE (IRON PIPE PER 160 CR 10) RI = DOC 2018-0137082 <br />(g = FOUND MONUMENT PER 160 CR 12 & 160 CR 13 R2 = BOOK 1 OM 20 <br />loo K,b/ R2 0 = SET 5/8" REBAR & CAP, L. S. No. 8178 R3 = UNRECORDED MAP BY J. LHOMMEDIEU & CO DATED DEC 14, 1926 KS&R DWG NO. C96 <br />0 = SET NAIL & TAG, L.S. No. 8178 <br />C&M = CALCULATE AND MEASURE <br />D&M = DEED & MEASURE PER REFERENCE NOTED <br />M&M = MAP & MEASURE PER R2 <br />(R) = RADIAL BEARING <br />I — — — = LOT LINE PER 1 OM 20 LINE TABLE <br />1 = CURRENT LOT /PARCEL LINE LINE BEARING DISTANCE <br />I <br />Ll N35'0236 "W 58.88 <br />L2 N.32'1 1'00"W 1.00 <br />KUEHLMANN CURVE TABLE <br />I • L3 S57'49'00 "W 3.23 <br />2015-79476 j CURVE RADIUS DELTA LENGTH L4 N58'49'451E 12.00 <br />Cl 30.00 162'25'20" 85.04 <br />L5 S32' 1100"E 30.00 <br />L6 R S 1436'20 "E 30.00 <br />�k,�1ti - LOT 14 1 L 7 N57'49 00 "E 20.87 <br />� ti �� 1 <br />FORD N N I <br />2008-248820 <br />R RJ I I COURT <br />SEE DETAIL 1 = <br />Ll DAM R l- HIGHGA7F 1 <br />/ w- Il <br />\ / � �6dI \ L5 R3 <br />\ LOT 16B 11�' �1 I \PARCEL 4 R1 // I.g I R3 <br />L - HIGHGATE <br />� i �j I _ I 1 DAM RI <br />J <br />tea+- BRADLEY �1k�1 C1 I <br />� � L5 R3 <br />2005-97584 9 • g SHINN <br />\yiLA�a+. , PARCEL 1 R 1 i 2006-150729 <br />YANIGREEWE PARCEL 4 R 1 <br />I BR7 <br />2018- IJ7082 V <br />PARCEL 1 R 1 <br />PARCEL 2 R 1 <br />LOT 15C <br />� I <br />��. RUTH g I ROAD) ' / - �\ ` PARCEL 2 R1 <br />2004 117383 I <br />Roo <br />/ \ <br />X09 \c,�, - �o <br />, <br />J �sj �•� 113.15 f�. / t <br />X8.4 ) �GHGATE ? 39i R2 <br />\ �S' I , N / - t�1 rt ROAD <br />85.00; o -00% NIGNGp` <br />'po GRAPHIC SCALE <br />/ <br />$5•j �49 0 20 40 80 DETAIL 1 NOT TO SCALE <br />� � <br />/ - ( IN FEET ) <br />1 inch = 40 ft. <br />KSR JOB j 19964 do 19980 APN. 572-181-005 <br />DWG: R-2003 <br />PAGE 1 OF 1 <br />317 1,2011 IS:bw gk [5-8 P� � <br />