Laserfiche WebLink
MEAS MEASURED &ASIS OF BEARDy S MAP SAUM B AC H ek PIAZZA, INC* <br /> CURVE DATA CHART M.&P. BOOK OF MAPS AND PLATS P.M. PARCEL MAP THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF PARCEL CIVIL. ENGINEERS <br /> C / WNS DATA I&M TANGW 000 BISAM B.D.B. BASIS OF BEARINGS F'D FOUND SECTION 7, T.3 N., R.7 E., M.D.B. & M., BEARS N8746'07"K PER RECORD OF SURVEY FILED FORSURVEYORS <br /> C-9 U REFERENCE NUMBER t CENTERLINE RECORD IN BOOK 28 OF SURVEYS, PAGE 65, SAN JOAQUIN COUNTY RECORDS. of a portion of the northeast pquarter of LODI, CALIF. <br /> C-2 850' 22°55'33' 340.11' 172.36' 337.85' N13007'28'W I.N. INSTRUMENT NUMBER (R) RADIAL BEARING Section 7 T.M., R. 7E.' M.p.U.& M. SEPTEMBER, 2000 SHEET 2 of 2 SHEETS SCALE 1=120' <br /> ° ° O.R. OFFICIAL RECORD R.S. RECORD OF SURVEY ' <br /> REFE M O SET3/4" IRON ROD CAPPED AND STAMPED RCE 19638 City of Lodi, San Joaquin County, California <br /> [I] PM 20-128 ® O.R. 1133-88 O FR 3/4" IRON ROD, RCE 19638, IN MONUMENT BOX PER P.M. 21-159, UNLESS OTHERWISE NOTED <br /> ® RS 31-75 P.M. 21-159 * FD. 3/4" IRON ROD, RCE 19638 PER P.M 21-14, UNLESS OTHERWISE NOTED <br /> © PM 21-14 ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE. <br /> (SO0047'23"E 2649.73' S00047'09'E 2649.73' —__ <br /> SEC. 5 MSEC, 8 SECTION LINE---,,,, <br /> FD. 1" PIPE AT T 14 LE30iOCORNER <br /> AT SEC. CORNER <br /> SEC. 6 SEC. 7 ® "' <br /> T.3 N., R.7 E., <br /> M.D.B.& M. SCALE: 1"=120' 01°39'42'W 125.37' __-------__ . --__-- _ — <br /> C 3 _ _—------r _— ---- GUILD AVENUE _ _----- - - <br /> R,0g0 N01°39'42°W_ •---_ __ r- ---- - ----- - -__ .- <br /> �-- -733.86' <br /> 125.Ob - _ N00°39'26'W o <br /> Nr <br /> PM 21-159 <br /> C, NO1°39'42"W-57.5 <br /> GUILD - w N45°16'45 E-33.64' 40' <br /> NO2°13'13"E-40. <br /> AVENUE 40' <br /> 12 <br /> 100' _ --- -----GUILD AVENUEco <br /> 3 3 <br /> s <br /> ------- sss� PM 17-176 <br /> R= 890' ,n <br /> 1 0- 00.01'10" PARCEL 1 <br /> w I L- 0.30' I zo 4,251 AC. `�' I �' <br /> M C7 <br /> C\i Z <br /> O r E <br /> PARCEL 3, P M. 21-14 CC o <br /> a i 40' <br /> __ _ -------_---- <br /> S02013'1 3"W r <br /> v U W <br /> 437.06' <br /> PARCEL 2, P.M 21-14 (� �' C-31 <br /> w <br /> � �' Q <br /> p <br /> coco <br /> co <br /> co3 <br /> Com] CV O O 7 <br /> PARCEL 2 a <br /> C") 3.111 AC. <br /> o <br /> r- <br /> ao � w <br /> o <br /> 120.00' RS 28-65 S <br /> "' <br /> S00047'09"E NO2013'13"E 438.26' -� PM 14- 153 <br /> o I PM 16-22 <br /> co <br /> co <br /> Cn <br /> o <br /> d <br /> U <br /> z � <br /> / z <br /> � w <br /> � a <br /> z DESIGNATED PXJ"ER <br /> 3 vCl <br /> zo O.R. 3138-623 z o w <br /> W 1 z <br /> N R.S. 31-75 E o <br /> o � <br /> v <br /> �. S00031'47"E { x� o <br /> 40.05 <br /> 40' z <br /> C) <br /> C) <br /> Ed-"' --1-8-9 -- 1 1 r- <br /> .70'[Q] <br /> C� <br /> _ 1334.40' <br /> FOUND3/4" IRON ROD 1/41/4 SECTION COR - O.R. 1133-88 SET CONCRETE NAIL. _ <br /> �4 �4 � -----�---_--- 733.52' (R.S. 28-65 & MEAS. ----- <br /> - AT 1/4 SEC. CORNER _ 600.88' „------ ------- — --------- — — ---------�-- <br /> 1334.40' --.- — r -- —.—_ -- — _ 732.69'(R.S. 28-65 & MEAS.) <br /> ® _ _ CLUFF AVENUE <br /> ---- -- _ <br /> _. 1/4 SECTION LINE—.� 0.3'- __.__ <br /> SEE R.S. 31--75 \ <br /> - SOO'31'41'E 2668.80' 40' 40' SEE M&P 24-29 ©CENTER OF SEC. 7 3656-A <br /> 0035PM.DWG REFER TO TENTATIVE MAP # 00-P-006 a ___ 1�89 ft <br />