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i <br /> SEC. SEC. <br /> 33 28 S 28 00'33' E SEC. SE <br /> _ 28 21 <br /> S 0 32'48' W 2478.68' . . <br /> \' <br /> 592- <br /> 32 <br /> \\ O <br /> € O¢ ` , '�•� soh �h Q' <br /> � cs, <br /> 15P.G. E. R/1►f <br /> 3080 O.R. 381 <br /> PART 3 �. G <br /> N1 <br /> G Al. <br /> Y <br /> �lb <br /> � A <br /> a, <br /> 80P.G. E. R/W <br /> J * 1�1 334 0.R. 114 <br /> Q Q`L 337 Q.R. 1 ` <br /> 323 Q-R, 197 <br /> �• lI PARCEL 2 O <br /> LO 0. 40' P.G.* E. 9/w --� 'ii, 1s4.�472> ACRES �° � L E Gi E N D <br /> 317 O.R. 351 E` + ► <br /> i 317 Q.R. 355 ��y'� {(( <br /> i 317 0.R. 383 i , 1 <br /> ` --+- - - -mow BOUNDARY LINE <br /> EXISTING tor LINE 'i �� - - PROPOSED LOT LINE <br /> ,___- ..ATO 6E AfJJUSTED EXISTING LOT LINE TO BE ADJUSTED <br /> �� ------------ <br /> ` 2• <br /> 4, EASEMENT LINE <br /> Or`r� a q , `� 1� •• <br /> �� SECTION LINE / 1/4 SECTION LINE <br /> "� $ 16' WATER LINE ESwNT. <br /> ` IN FAVOR OF U.S.A. <br /> `10 <br /> �� (669. 12 ) DATA TO BE SUPERC£DED <br /> .� � � <br /> V ? 1528 0.R. 179 �i R=1142.00' Q. RADIAL BEARING <br /> t ( <br /> <b `N 0 1$'25' E 1450.35' _�R�~ � !� `� L=198.24' �V <br /> S 88 35007* E 582-64' <br /> PROPOSED L 0 T LINE ------ N 2 06'16 W <br /> 1/ ^ <br /> Ib/ CLPOLE LINE ESYT. <br /> I . , o <br /> f �i� 3176 O.R. 372 ~' a PARCEL 1 _� _ ""�-�""' `r "' ''-_ ,�srERiYLINE <br /> 1 PARIXI A, 9 PM 78 PARCEL A. 9 AM 78 <br /> '• cy gC114 <br /> °Qrd "� <br /> 23. 1785% ACRES ,� PARCEL A_ <br /> 5 89 41 '19" E z <br /> CPP re; COOD <br /> 9 AM 713 / <br /> R=1074.00'— s 89 41 '35' E CF) j <br /> PARCEL 2 <br /> =82 145 1 SEC. SEC, t z iJ <br /> 33 ' 2$ 1 <br /> � ! � -14$.98` � SEC,. SEC. <br /> 78.35' 1377.78' • _ _ _ 28 21 <br /> s 0 18 25' W , 1705.08'— r.P,a�.� _- , <br /> - <br /> PATT_ERS_.ON PASS, ROAD <br /> R=925.00' PARM r <br /> __------ <br /> SEC. SEC,D=31 37'02" 101 .39'-- '� ` R=535.00' -~-l£ST£RLYLAEPAPACEL P SEE L£TAJL 'A" 27 22 <br /> L=510.99' © D-4 17'48" -92-136368 R�5.W-- <br /> N p 1651 E <br /> r r x.--40.12 D=89 57'46" <br /> I <br /> 15.19" 39.94' L=102.06' <br /> w N 6 19'03" E �� N 4 36' 130 E <br /> 95.83'' I <br /> N 0 18'25" E `�`_' R=535.00'n <br /> 2 D=4 17'48" <br /> U L=40.12' <br /> Cn <br /> S�UT1 aY L114E <br /> _ PARLLA, 9AY7d ADJUSTMENT <br /> 1 <br /> LOT EIDE <br /> --- P.O.C. <br /> 1. PROJECT DESCRIPTION: ADJUSTMENT OF EXISTING LOT LINE BETWEEN ASSESSOR'S PARCELS s 0 18'25' w ;�SC1IrWAS7'ERLY C1p1P14E'R BEING ALL OF THE EAST ONE—HALF OF SECTION 28, T.2 S. , R.4 E. , M.D.M. <br /> 209-090-031 AND 209-090-033. 148'95' �; PARCEL A. S PW 78 LYING NORTHEAST OF THE CALIFORNIA AQUADUCT, SOUTHWEST OF THE <br /> N DELTA MENDOTA CANAL , AND WEST OF PATTERSON PASS ROAD <br /> z. <br /> UTILITIES AND >cAILITIES: <br /> WATER: C 1 TY OF TRACY WS TERL Y L ME PARCEL 1 i EXCEPTING THEREFROM PARCEL A OF THAT CERTAIN PARCEL MAP <br /> �1 1 <br /> SEWAGE DIAL: CITY OF TRACY 9z-1 --' +4 RECORDED IN BOOK 9 OF PARCEL MAPS PAGE 78, SAN JOAQUIN COUNTY RECORDS <br /> STORM DRA I NAGE: COUNTY OF SAN JOAQU I N ~--- 3.21 ' / n <br /> ELECTRICAL: PACIFIC GAS A ELECTRIC CO.HO � N 89 39'21' w SCALE . P�T300 ' JUNE 1997 <br /> TELEPNE-, PACIFIC BELL QE TA I L A <br /> 3. ASSESSOR'S PARCELS: 209--090-031 ABD 209-D90-033 wl To <br /> rju TENTATIVE MAP KiER & WRIGHT <br /> 4. OWNER: TRACY INDUSTRIAL PARTNERS CIVIL ENGINEERS & SURVEYORS, INC- <br /> 46750 FREMONT BOULEVARD, SUITE 201G �]• 97 - 3 t <br /> FRE141ONT, CA 9a5313 AppIICBtlOi1 $� 5884 Wass Las PosEtas Baulrvard, Suite 34 <br /> (514) 659-1900 Received BY Wil"` On Pleasanton, Ca111orn1a 94588 <br /> JOB NO. 95586 SHEET 1 OF 1 SHEET <br /> Z:\DRAW\95586LLA.DK JUNE D4, 1997 9:03 M <br />