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104 <br /> BAU M EACH a PIAZZA, INC. 323 W. Elm St. <br /> CIVIL ENGINEERS 0 SURVEYORS Lodi, CA 95240 <br /> SEE DETAIL "B" <br /> www.bpengineers.net 209.368.6618 <br /> / ANGLE POINT Q <br /> S89'30'29"E PROPERTY LINE 02 c, c <br /> �, I 3952.68' 589'31'59"E SFN 1/4 SEC. LINE <br /> S88'18 44"E ► 80.02' ® '?° <br /> 1455.05' 1454.93' 4 ) <br /> 1150.01' 1037.16' y 997.90 762.47' 1323.59' „ <br /> 3947.54 � „ FD. 1 IRON <br /> FD. 5/8" I. ROD FD. 1 IRON PIPE <br /> / PIPE <br /> / AT 1/4 COR o2 <br /> PARCEL 6 I ► 1.6' S. <br /> CR <br /> U'D41 .4 Acf co <br /> � r' � moo. <br /> FENCE 2' W. LINE <br /> o � -- 1 ` � = <br /> EAST OF OF E. 1/2 _ <br /> CORNER PARCEL 4 o o N89°04'36"W s 475.89' z` --80' <br /> OF SW 1/4 <br /> LINE <br /> 45.9 Act GROSS � � _ - - .��� \ � A <br /> / / , 1 OF W. 1/2 c a <br /> N32030'55"W PARCEL 1 PARCEL 3 - 0.4 Acf ROAD R W �,� �s ��'� OF SW 1/4 ► z <br /> 242.33 ,i 4 . AC ,PC <br /> � ��• \ �� �;� w <br /> 41 .5 Acf ..� 40.4 Acf CQ <br /> o c '30 EASEMENT in 1/4 <br /> o / DOC. #2009-091898 a / FD. 1" IRON <br /> N23°15 23"W co ^, f r� 1/4 SEC. LINE <br /> \ 283.54' c o o ) ` pDs 'moo. �70°24'05 v ► .9 SEC. COR PIPE 4 <br /> .� N78 40 43"W S ��6 `s& \ -� / 120.43' 1.6 S. <br /> I <br /> co / \ 448.33 80.02' <br /> co <br /> / ��°` I 132 .59 131.46 <br /> w <br /> co / _ MEAN HIGH WATER MARK \ N�51s, 'o3 ► "' <br /> l � <br /> I `' CR <br /> cc <br /> z co <br /> L!On2'49"E <br /> 386.25 , p _(R) S88011'3011E <br /> \ \ N85 6'39"W c ► <br /> `140.28 c ► <br /> N55'05'47"W � --� �. � " o�- � E. LINE ► <br /> \ � � ► NOT <br /> `. N27°08'36"W 170.51 / <br /> o _ - N65°42'23"W C \ / RIPARIAN SETBACK LINE DESIGNATED REMAINDER �� OF W. 1/2 ► TANGENT <br /> \ 321.01 S32°4123"W / 158 37 137.09' `. SEE NOTE 6, SHEET 2 / OF SW 1/4C�i ► <br /> 205.21 / 272 7 59„�.4-31 15 ` _ N8353 25'-- N89030'00"W <br /> 2.31' 500°036 2"W/ <br /> SET W.C. 5.00 <br /> 1 S57°1012"W NORTH OF CORNER / PARCEL 5 P <br /> 283.71' / <br /> N06.31'32"W' I / AFD. 3/4" I. ROD ��',9�, , \ 55.9 Acf GROSS • / R=959.76' <br /> 197.71' / / N79'43'E 1.55, 9\ � - o A=22007'04 Act <br /> ROAD R W o SEE DETAIL "A55.5 Ac± NET <br /> "--� <br /> / ACCESS EASEMENT 89'17 08 e)p f <br /> X587'14 34"W / SEE DETAIL ON SHEET 1 264.00 " 1 v� <br /> / RIPARIAN SETBACK LINE ® FD 3/4 1. ROD I i <br /> FD. 3/4' I. ROD 3 148.7 j . / o o_ _ .` w <br /> ,.,.0,10_FA.S'I' / SEE NOTE 6, SHEET 2 co �� 19'10 E�500 �, <br /> L MEAN HIGH WATER MARK O o o Q (�I�ISTURBFjD) S�4° o / <br /> P c . N� <br /> -� <br /> PARCEL 2 o � 15 \�'o / <br /> 44.9 Acf GROSS � w � 0 1 \ SEC. 10 SEC. it ¢30 <br /> SFN - 0 9 t o c z I T.4, R.6E., M.D.B.&M. <br /> AC ROAD R W o rn �"`FD. 2" IRON PIPE 6 <br /> SEC. SET MON. 30.00 ®-•- � z��-' 1 � o N00002'207E N89024'52"W 0 <br /> LINE FROM SEC. LINE 44. C 20' 30 1 1. , g; 30.00' 99.13' I / -17.87' <br /> - - � 20 30 EC. LINE do // <br /> 1900,73' 264.00' 896.83' 883.17' <br /> 20' N89'17'08"W 3944.73' <br /> 1780.00' FD. NAIL AT SEC. COR cv N89°24 52"W <br /> 1/4 1/4 COR <br /> JAHANT RD. SEC. 15 SEC. 14 <br /> / <br /> co <br /> C <br /> z <br /> Ll / <br /> ROADWAY EASEMENT / <br /> N. LINE <br /> D.N. 2006-155772 / <br /> OF SW 1/4 1/41/4 COR PARCEL MAP FD. 2" IRON PIPE© <br /> i �WEST LINE OF LOWER SACRAMENTO <br /> OF A PORTION OF S E CTI O N S 10 & 11 O.R. 199-269 <br /> FENCE COR. <br /> 4.0' N AND 0.4' E 20.50' T.4 N•,R.6 E., M.�.B.& M., O.R. 199-270 <br /> S.J.Co. DEPT. OF PUBLIC WORKS <br /> • San Joaquin County, California �zDRAWING #5108 <br /> S88'18'44"E S89030'29"E 3952.68' March, 2009 Scale: 1"=300' <br /> „ „ <br /> ANGLE POINT PROPERTY DETAIL A <br /> W. LINE <br /> 5.14' �-S LINE 2 Sheet 3 OF 3 NO SCALE <br /> OF E 1/2 <br /> OF SW 1/4 <br /> DETAIL "B" <br /> NO SCALE <br /> S:\Projects\2006\06096\dwg\06096_PM.dwg 12/16/10 3:21pm-JELSON-XREFS: 06096_tent.dwg 24X36_BP_EXHIBIT.dwg 18X26_FM-RS-PM.dwg 06096_HC.dwg ACAD-06096-Civil3D2000.dwg 06096 JPEG.dwg 4109 -A <br />