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do <br /> CURVE DATA <br /> LOT RADIUS DELTA LENGTH TANGENT CHORD CH. BEARING BAU M BACH 8 PIAZZA, INC, <br /> C-1 430.00' 15°30'00" 116.33' 58.52' 1 15.97' N71°10'00"W CIVIL ENGINEERS <br /> C-2 370.00' 9°07'28" 58.92' 29.52' 58.86' S67058'44"E SURVEYORS <br /> C-3 20.00' 98°12'32" 34.28' 23.09' 30.24' N58021 '1 CE LOD15, CALIFORNIA <br /> C-4 370.008009'00" 52.63' 26.36' 52.59' S67029'30"E <br /> C-5 20.00' 101°58'00" 35.59' 24.68' 31 .08 N57927'00"E <br /> C-6 370.00' 1 0°58'28" 6.29' 1 3.15' 6.29' S72-03'1 4"E RECORD OF of <br /> A Portion of the North Half <br /> • FD 3/4 IRON ROD PER Q of Section 34, T.4 N.,R.6 E., M.D.B.& M., <br /> S.F.N. S.F.N. .F.N. „ <br /> N89 27 00 E 123.00 S88006'00"E 82.50' /� <br /> - S88°06'00"E 4 ' <br /> 3.50' _ San Joaquin County, California <br /> 1 <br /> S.F.N. 10' P.U.E.T� \13 <br /> ,2,5 .r.W... .N .:.� <br /> _7 <br /> 30.25' » <br /> - - - - - - - - - - - - - - - - - - - - - '�- - - - - - "- - 10 P.U.E.O ► r� , <br /> �- _ _ May, 200 ( Scale. 1 20 <br /> Sheet 1 of 1 <br /> cn(0 <br /> I <br /> I � I <br /> o N <br /> of � <br /> PARCEL C BASIS OF BEARINGS: <br /> PM 6-37 `�1 THE BASIS OF BEARINGS FOR THIS SURVEY z <br /> I S R EY IS THE WEST LINE OF <br /> I I CHESTNUT STREET AS SHOWN ON P.M. 6-37 AS S 06028' W. <br /> o I S.F.N. <br /> S88006' " S.F.N. 1 <br /> 0o E 101 .59 ^ SURVEYORS STATEMENT: <br /> PARCEL A PARCEL 3 cn 91 .03' M <br /> o I PJP.l <br /> "16-37 ''1. 6-37 o I 10.56' THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> 00 I v I I DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND <br /> 0o I I I o 3 SURVEYORS ACT AT THE REQUEST OF DAVID MILLMAN IN APRIL 2007. <br /> 01 <br /> I o I p <br /> C o `oN,L LAND s <br /> I OLD R/W I IV- DATED THIS 18TH DAY OF MAY, 2007. cool-CO G� <br /> r-5' P.U.E. 1� J I 0) 4 <br /> a� 0 <br /> Lo I DN.2:0;02-.093446 0 I - JOSHUA COOK ELSON, LS 7889 Exp. 231/07 <br /> I v I I N DN. 87:072/ 7 * 'k <br /> I ° LICENSE EXPIRATION DATE: 12/31/07 <br /> PARCEL D I o SEE NOTE 3 OF CAI.\F�� <br /> „ I o COUNTY SURVEYORS� STATEMENT: <br /> 1 I <br /> FD 3/4 PIPE PER 41c; o <br /> °' THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> rm 3p �1 LAND SURVEYORS' ACT THIS���DAY OF .70 LY , 20� <br /> I*-5' P.U.E. 1� I pL LAN <br /> ®� 0 <br /> so, �a <br /> S.F.N. <br /> L <br /> o 8,430, THOMAS R. FLINN, R.C.E. 23341 <br /> pp J' COUNTY V <br /> o SUR EYOR �a_, ISI®.4440 <br /> • 16 d, W REGISTRATION EXPIRATION DATE: 12/31/07 ' Expires <br /> _ Icry I 9-30-� <br /> A <br /> 3' n o <br /> �O IcS' <br /> RECORDERS STATEMENT: 'gr <br /> 1 S.F.N. �o� o� 1 FD 3,/4 IRON ROD F pF`�p,lw <br /> c^ .500.18 N 6 3 4 6E FILED THIS DAY OF 200,�, A <br /> , O .�L T„ M. IN BOOK <br /> � T <br /> i I <br /> OF SURVEYS, AT PAGE �a5 , AT THE REQUEST OF <br /> �0 �•6 ?� L=6.29' ' FID 1 2" IRON PIPE E'' JOSHUA COOK ELSON. <br /> •00' 3 C, C-6 �,�h 2.38'/N24017'E � <br /> 4 S.F.N. SEE NOTE 5 W <br /> �V.� h S8 � g � � FEE: $ • <br /> 8 •^� 9� 5 <br /> �o A? C,2 �5� \� <br /> UOLA&A 0 FA#eLfvft&MBY: .00 <br /> Q R=20.0 G I GARY W. AN EPUTY RECORDER <br /> ^w <br /> FD 1 10 IRON PIN ASSESSOR-RECORDER -COUNTY CLERK <br /> � MN <br /> 1 .16' s20°26'w <br /> SEE NOTE 5 LEND: REFERENCE <br /> °cy <br /> S.F.N. SEARCHED, FOUND NOTHING 1 P.M. 6-37 <br /> D.N. DOCUMENT NUMBER <br /> P.M. PARCEL MAr <br /> REF. REFERENCE Doc 0: 2007-138586 <br /> B.O.B. BASIS OF BEARINGS 7/31/07 3:04 PM <br /> Page: 1 of 1 Fee: $7.00 <br /> (M) MEASURED DISTANCE Sany,'W. Freeuinman Recorders <br /> PRC POINT OF REVERSE CURVATURE Paid By: SHOWN ON DOCUMENT <br /> BC BEGIN CURVE ��� � ����������� �111111111 IN <br /> R/W RIGHT OF WAY <br /> SCALE: 1"=20' (R) RADIAL BEARING <br /> NOTES: SET 3/4" X 30" IRON ROD CAPPED AND <br /> STAMPED LS 7889, UNLESS OTHERWISE <br /> 1. ALL RECORDS ARE SAN JOAQUIN COUNTY RECORDS, VOLUME NOTED. <br /> � <br /> NUMBER PRECEDES PAGE NUMBER. FD. MONUMENT, PER P.M. 6-37, UNTAGGED,2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. <br /> 3. ROADWAY ABANDONMENT PER D.N. 87072157. <br /> 4. NORTHEAST CORNER OF PARCEL C AND SOUTHWEST CORNER OF <br /> PARCEL A OF P.M. 6-37 FOUND IN GOOD CONDITION AND <br /> ACCEPTED AS CONTROL FOR SURVEY. <br /> 5. PROPERTY OWNER HAS STATED HE SET THESE POINTS. SHOWN <br /> S:\PROJECTS\2007\07031\dwg\07031_RS.dwg 07/17/07 1:56pm-EGREENLEE-XREFS: 18X26_FM-RS-PM-P.dwg FOR REFERENCE ONLY. D.D. SHEET 12A <br /> GNP <br />