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39 <br /> NOTES: <br /> 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK FD 3/4" Pipe <br /> BAU M BACH 8c PIAZZA, INC. 323 W. Elm St. <br /> OR VOLUME PRECEDES PAGE. S62046'E, 0.13' <br /> NOTED. CIVIL ENGINEERS • SURVEYORS Lodi, CA 9524 <br /> 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE from Center of <br /> www.bpengineers.net 209.368.661 <br /> 3. COURSES FROM D.N. 2002-031586 ROTATED COUNTER CLOCKWISESection (3) <br /> 00003'09" TO MATCH BASIS OF BEARINGS. Q <br /> 4. COURSES FROM (3) ROTATED CLOCKWISE 00052'36" TO MATCH N 89°59'33" E 2668.63' RECORD OF SURVEY <br /> FD RR Spike (1) BEN N DORF 661.60 (M)(1) ROAD 11 <br /> BASIS OF BEARINGS. t 273.60 M 1 of Lots 25, 26, 27, and 28 of SMALL FARMS <br /> S. NOT INCLUDED IN I.N. 97058056 DUE TO ERROR OF OMMISSION. 0.20 South of <br /> SEE HISTORICAL DEED REFERENCES NOTED. Lot Corner N FD RR Spike {1) ( )( ) aportion <br /> 6. SET NAIL AND WASHER STAMPED "ELSON Ls 7889" AT GROUND N 388.00' (M)(1) 265.00' IMPROVEMENT TRA "DIVISION P11, in the southeast <br /> LEVEL IN NORTH SIDE OF TREE. 25.20'(M)(1) x <br /> M 25.50 25.20 <br /> - - - - - - - - - - - '° � 25.20' 1 D.N. 20/0-12151/ quarter of Section .14, T.4 N . ,R.7 E., M . D.B.& M ., <br /> N { ) - SEE DETAIL "B" <br /> / I v a' San Joaquin County, California <br /> �A 0 N o1" = 100' <br /> M January, 2013 Scale . <br /> SHED I N c�i PARCEL "A'• � cv M� D.N. 2004-1x2274 <br /> Pjkil 5-113 1 �--SEE DETAIL "A" <br /> 1 � �, _ Sheet 1 of 1 <br /> 0.6 in S89059'46"WI o <br /> 14 40.00'{M)(1) 0 BASIS OF BEARINGS: <br /> REFERENCES 1 I I N M �--�•- o N <br /> 1 I I O THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SOUTHEAST QUARTER OF <br /> (1) P.M. 5 113 N zoo..*) �� M SECTION 14 T.4 N. R.7 E. M.D.B.&M., SHOWN ON P.M. 5-113 AS N 00008100"E. <br /> (2) M &P 6-46 <br /> P.M. 22-143 I I ° I o N `� D.N. 2°04-182273 SURVEYOR'S STATEMENT: <br /> (3) -may FENCE 0.5 WEST N _ o <br /> (4) R.S. 23-81 <br /> 0 o See Note <br /> (5) P.M. 2-121 I a, I I o FENCE 4' SOUTH THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> �"� I o N DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> (6) R.S. 12-214 I I v� S 23°45' W '-' LAND SURVEYORS' ACT AT THE REQUEST OF FRED COE IN AUGUST 2012. <br /> (7) P.M. 10-98 o I 1 cv 348.00'(M)(1) x r 265.00 - <br /> N I ^ 0.3 5 R_ --x---x-x-x-x-x-x-x- x-x <br /> (8) P.M. 20-154 1 I I M 285.00 <br /> I I ,..., N 89°59'46" E I 661.90' � Q) ` 20�3 ��` LAND <br /> I I DAY OF ♦ 0 <br /> 40.10 DATED THIS O � P C 0,� sG <br /> LOT LINE S 00°11'09" W I FENCE 2' WEST G <br /> 0.30 20 N U_ CIO u' <br /> FENCE 0.4' NORTH <br /> SEE DETAIL "C" C>C:> <br /> o <br /> M a�' No. L 7889 Z <br /> -- - - - - - - - - - -- � ♦ I / N P� Exp. 12/31/13 <br /> / ` _ - - - - - - - - - - _ � ao _ T-4 HUACOOKELSON, LS7889 <br /> / "All <br /> - f LICENSE EXPIRATION DATE: 12/31/13 <br /> DETAIL A M l O t � M .. F OF cA�.\F° <br /> I scale: 1"=20° ^' v 0 COUNTY SURVEYOR'S STATEMENT: <br /> r\ M <br /> 00 <br /> THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> N FD RR Spike (1) 1 /000 ♦ ,d LAND SURVEYORS' ACT THIS / T� DAY OF /gpiCZ/G . 20a <br /> 273.60' 1 / � � � o I.N. 82072.359 o M <br /> in 00 <br /> 00M0388.00' 8.60' -265.00' 11 <br /> or' l � X7058058 Recorded JOOI <br /> N O.R. 1943-205 (Recorded 1957) . THOMAS M. GAU,/R.C.E. <br /> . 26994 , ✓ O <br /> r' I o <br /> oSURVEYOR , ! rr, <br /> , <br /> � <br /> N N I I •-� o �-+ COUNTY SURVEYOR . <br /> 1 NN N II I FENCE 0.6' 1fn <br /> Z REGISTRATION EXPIRATION DATE: 3/31/15 ` ` <br /> WEST I •• _ '� <br /> II III I I rx-x-x-x-x-x-x_ <br /> � <br /> _ RECORDER'S STATE <br /> MENT: <br /> N 89°59'55" E 662.20'T <br /> br$ y <br /> ao <br /> � o o FILED THIS _DAY rF 20�AT 9,34 . IN <br /> a4h • <br /> x I o LOT LINE BOOK SURVEYS AT PAGES AT THE REQUEST <br /> I I !- Io <br /> -x-x-x-x-x-x-x L-x-x-x x-x- 0 20 w OF JOSHUA COOK ELSON. 3 rx <br /> 1 FENCE AT 11 0.20 -�- 1 u _ <br /> - o <br /> PROPERTY I1 LOT LINE FENCE 2' --.T 1 �+ u) oo <br /> ` LINE I I WEST I I FENCE 0.5' EAST FENCE 4' SOUTH o O FEE: <br /> FENCE 0.4' IN 89°59'55" E 285.00' o <br /> WEST I i� I I - -- ---------- _ BY: <br /> � N FENCE 2' NORTH cD z J <br /> / �"� FENCE 3 SOUTH /'° d• _VSs+���IT <br /> ` / Q t J 6 W EN ETH W. KE E QEPUTY <br /> � R aR R <br /> 0000 - - - - - - - - -` FENCE AT M ASSESSOR-RE ER -COUNTY CLERK <br /> DETAIL "B" DETAIL "C" S 89037'21" E 377.23' PROPERTY SECTION LINE LEGEND: <br /> Scale: 1"=20' Scale: 1"=20' S 00°11'09" W LINE B.O.B. BASIS OF BEARINGS O SET 3/4" X 30" IRON ROD CAPPED AND STAMPED <br /> 50.00', SEE FENCE 1.6' WEST FD FOUND "BAUMBACH &PIAZZA ELSON PLS 7889", UNLESS <br /> Doc N: 2013-060996 <br /> r 05/08/2013 09:36:46 AM NOTE 5 SEC. SECTION OTHERWISE NOTED. <br /> TJAHANT ROAD Page: 1 of 1 Fee: $10.00 I.N. INSTRUMENT NUMBER • FD. 3/4" IRON ROD WITH BRASS TAG ATTACHED, <br /> Kenneth W Blakemore M. & P. MAPS AND PLATS STAMPED "R.C.E. 19638" (1), UNLESS OTHERWISE <br /> Pan Joaquin County Recorders O.R. OFFICIAL RECORDS NOTED. <br /> Paid By: SHOWN ON DOCUMENT � FD. SAN JOAQUIN BOLT AND WASHER IN MONUMENT BOX <br /> p ti ' _ P.M. PARCEL MAP <br /> 'IIIJ �` +I �'iti� 1l III °0 OTHERWISE NOTED. <br /> o� In R.S. RECORD OF SURVEY (1), UNLESS <br /> o o LOT LINE k6 <br /> o` O Ln M 0 M SURVEY METHOD: <br /> to <br /> LU °1 I• D.N. 2002-031586' (Recorded 2002) The iron rod found at the Center of Sec. by Baumbach (4) no longer existed by the time <br /> J o <br /> � o � O.R. 3300-510 (Recorded 1989) _ °1 Piazza prepared (1). However Baumbach's field notes contain ties to fence corners for <br /> o ,a. � M that rod so Piazza was able to accurately relocate the rod's former location. Those fence <br /> N corners no longer exist. Since the location of that rod cannot be determined with <br /> C t acceptable accuracy and using the point used by Baumbach would not conform to more <br /> BENNDORF ROAD7 <br /> 00 T. f/ l\�' r�' recent surveys, I believe the proper method is to use Shoup's location (3). I do so and <br /> SITE 111 r� �l establish a new point for intersection of Tretheway and Benndorf Roads by single <br /> proportion. <br /> The bolt and washer marking the intersection of Benndorf and Elliott Roads per (1), (5) <br /> PELTIER ROAD <br /> FENCE 1.9' WEST &(6) no longer existed by the time of(7) and had been replaced by a railroad spike <br /> S 00011,091, W which has been replaced by a County bolt and washer on (8). I use the current bolt and <br /> 40.00' j e C. l fl :J e e J J washer for this survey. <br /> FD 1" IRON ROD AT <br /> For lot corners along Benndorf Road I follow the footsteps of the previous surveyors. <br /> -A I373.74 SECTION CORNER IN { )Dunlap6 found monuments at lot corners per the plat distances (not prorated) and <br /> �• -� • <br /> 1/4 Section ' �.-- - 662.81' 662.76' 1 661.6 2) -�� MONUMENT BOX(1) continued that method. When Piazza followed (1) he used the same method as his <br /> Corner (1)�' PELTIER d' 89059-41" E 2676.90'(2676.66' 1 ( ROAD r.. �. ..� ,,, �, predecessors to establish the Northwest corner of Lot 28. I accept the work of the <br /> VICINITY MAPS ( ) J J e C C. <br /> /l previous surveyors. <br /> eC. <br /> NOT TO SCALE 4176-A <br /> S:\Projects\2012\12038\dwg\12038_HC.dwg 04/10/13 2:27pm-JELSON-XREFS: 18X26_FM-RS-PM.dwg D.D. SHEET 10 <br />