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1=7 r <br /> B AU M B ACH 8c PIAZZA , INC . <br /> CIVIL ENGINEERS <br /> SURVEYORS <br /> LODI, CALIF. <br /> BASIS OF BEARINGS: LEGEND: REFERENCES: 9', `I <br /> THE NORTH LINE OF THE NW 1/4 • MONUMENT FOUND AS NOTED1C7M.&P. 4-11 <br /> OF SECTION 22, N 89°37'00" W ( ] DENOTES DATA PER M.&P. 4-11 0 RS 24-112 <br /> i <br /> PER M. & P. 4-11 0 SET 3/4" x LENGTH IRON ROD CAPPED AND STAMPED (IRS 33-35 RECORD OF SURVEY <br /> R.C.E. 19638 UNLESS OTHERWISE NOTED <br /> I.N. INSTRUMENT NUMBER <br /> M.&P. MAPS AND PLATS OF LOTS 6 & 7 OF THE "PERLEY TRACT" <br /> RS RECORD OF SURVEY <br /> Fd. FOUND <br /> R.R. - RAILROAD IN THE NW 1 /4 OF SEC. 22, T.4N, R.6E, M.D.B.&M., <br /> COR. CORNIER SAN JOAQUIN COUNTY, CALIFORNIA <br /> NOTES: B.O.B. BASIS OF BEARINGS <br /> ACRES <br /> 1. ALL RECORDS ARE SAN JOAQUIN COUNTY RECORDS, VOLUME OR 1300K NUMBER AO MONUMENT BOX FOUND AS NOTED ENGINEER'S STATEMENT: <br /> PRECEDES PAGE NUMBER. <br /> 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND <br /> 3. FOUND MONUMENTS ARE NOT OF RECORD AND ARE UNTAGGED UNLESS OTHERWISE NOTED. <br /> SURVEYORS' ACT AT THE REQUEST OF MATTHEW PERMAN <br /> 1N JUNE, 2002. <br /> <5i711 T .. . <br /> DATEDT 11th DAY P7MBER, 2002. <br /> T Y-PIAllA/ K.C.E. 468 <br /> GISTRATION EXPIRATION DATE: 9/30/05 ,., ` <br /> - '4ti <br /> Cf <br /> Fd. EMPTY MONUMENT BOX WITH <br /> 2 STRADDLERS AT SEC. COR. <br /> ' COUNTY SURVEYORS STATEMENT: <br /> THIS MAP HAS BEEN EXAMINED 1N ACCORDANCE WITH SECTION 8766 OF THE <br /> T.4N <br /> R.6 E, .D.B.CX LAND SURVEYORS ACT THIS _QDAY OF SI�TxM$6�Q ,2002• <br /> PELTIER ROAD 2' STRADDLERS AT 1/4Fd. EMPTY NSEC�CORTO �o. �l�a�0 <br /> SEC. 1 � SEC. 15 SECTION LINE <br /> R. FL1NN, R.C.E. 23341 �— gao�05 <br /> " COUNTY SURVEYOR <br /> N 8937'00" W (B.O.B.) 2631.23 [2630.4'1 <br /> �, REGISTRATION EXPIRATION DATE: 12/31/05 ! �1� ,G� �Fn,G�; <br /> 817.35' [817.1'] 500.16'[500'1 500.16 [500'] 813.56 [813.3 �, �.�� L <br /> • --- – ----- -- — ---C <br /> 500.15' 500.15 <br /> SEC. 21 _ SEC. 2 N 89°37'00" w RECORDER'S STATEMENT: <br /> "PERLEY TRACT" ]/4 SECTION LINE <br /> © M. & P. 4-11 40' <br /> FILED THIS DAY OF 2002 , ATM. IN BOOK <br /> Q OF SURVEYS, AT PAGE AT THE REQUEST OF <br /> LOT 6 LOT 7 <br /> r-1 TERRY PIAllA. <br /> 20' <br /> 20' co F e FEE: <br /> -MA " .Umax <br /> CD w BY:� • lw <br /> 12.87± AC GROSS 12.83± AC GROSS a, GARY W. <br /> / FR EMAN DE UTY R CORDER <br /> o �? 0.46± AC IN ROAD R W -�6t AC 1N ROAD R/W <br /> - 1.5'± Fd. VERY BADLY ASSESSOR-RECORDER-COUNTY CLERK <br /> 0.06 12,41 t AC NET 12.37E AC NET <br /> BENT IRON ROD <br /> w to <br /> © Fd. 3/4" LROD <br /> W q co TAGGED L97079 <br /> Q co <br /> .� `„ w <br /> M �aD F <br /> y co b U_' 9 <br /> V4 C\2 CD c- <br /> u� <br /> Fd. 3/4" ].ROD <br /> I.N. 98156508 TAGGED RCE 19638 35 <br /> C:) <br /> N 89° 59' 32" E CQ <br /> C> <br /> o499.80' TADDEI ROAD 499.80' <br /> CQ L <br /> U <br /> 841.25' [841.6'] <br /> 798.08' 499.79' [500] 499.79' [500'] <br /> Fd. R.R. SPIKE O (N 89°59'40" EM) N 89°59'32" E 2638.91' [EAST 2640] <br /> 1 0 <br /> REFER: D.D. SHEET 12 1� <br /> A-3760 <br /> S:\PROJECTS\2002\0234\dwg\0234RS.dwg 9/11/2002 9:22:49 AM PDT <br />