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r <br /> 3 <br /> N37027'00"E MATCH LINE SEE SHEET 2 <br /> 139.50 <br /> BAU M BACH &�N PIAZZA, I NC., ,_ . - .106��� ��`�• ���o I 323 W. Elm St. <br /> CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240 <br /> 59"E • 61 <br /> Q� °05 00 E S62°48 4, <br /> 0 N 0, `� <br /> go www.bpengineers.net 209.368.68 <br /> � X53 1 4.31 � I <br /> /•1800 � . . � oo� II <br /> �6� S42054'001 °' FD 3 47 I. I Thu y 2s X10:19:03 PDT 2009 <br /> / 189.36+ / , ROD I Page: 1 of 2 Fee: $11.00 RECORD OF SURVEY <br /> PARCEL 3 N49°28 W 0.88 I Kenneth W Blakemore <br /> San Joaquin County Recorders <br /> D.N. 2006-150280 ' Paid <br /> II`By: SHOWN ON DOCUMENTFD 1-1/4" IRON PIPE 82.8± ACRES pill <br /> A Portion of Sect* <br /> 13 & 14� <br /> 60.00+ <br /> ACCESS AND <br /> UTILITY EASEMENT \ TA N E. , M.D B.& Mel <br /> PARCEL 2 � N42°00'00"W FD " O.R. 3095-304 � <br /> D.N. 2006-141612 ( ,o0 176.11' ON PIPE San Joaquin County, California <br /> / oho _� � <br /> 48.8± ACRES o JANUARY, 2009 Scale: 1 '$ _ 300' <br /> co "� 5� <br /> N46°40'W 1.55' <br /> pp � ��ti MOT 0.27' <br /> NO3°03 03"W / �`' Sheet 1 of 2 <br /> 333.06 _ T. 4 N., R. 8 E., M.D.B. & M. <br /> a p <br /> r` <br /> Z � <br /> SEC. 11 SEC. 12 BASIS OF BEARINGS:, `� <br /> LLj S31°12'09"E � �1 �� THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF STATE <br /> 0.3T SEC. 14 SEC. 13 �°�� HIGHWAY ROUTE NO. 12, AS SHOWN ON RS 36-68 AS N68035'30"E . <br /> O <br /> c 1%, o S.F.N. AT SEC. COR. <br /> L115 D 05 `, SURVEYOR'S STATEMENT: <br /> FD 3/4" IRON ROD / 1 SEE DETAIL C ` THIS MAP A CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> Q N34°54'W 6.19' �-s.-J �} DIRECTION 1N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND <br /> SURVEYORS' ACT AT THE REQUEST OF EDWARD CRAIG IN SEPTEMBER, LA <br /> ER, 2005 <br /> N. <br /> z A 5g ��`�� i DATED THIS DAY OF �4-`� , 20 U . 5� C00LAJ s <br /> �'- L_24 N.T.S. rya l��s ° 07E 546.65' ifstile <br /> 0��5��P FN�l <br /> Q L-21 l\ N83 00 2 ,`� •off, •:. � : � ` o 0 0 <br /> (� N�1N"� �'6' JOS UA OOK ELSON, L.S. 7,889 No. � 7,889 Z <br /> 3 S6� �-- °-� S42°00'5I)"E o LICENSE EXPIRATION DATE: 12 31 09 * Exp. 12/31/09 <br /> o L-22 <br /> o �� L-20 575°14'027E 135.27 �� `i s�q�� <br /> ►�, � PARCEL 1 �4 OF CA��F <br /> w PARCEL 1 o D.N. 2008-118636 182.69 ° 50� s� ,' COUNTY SURVEYOR'S STATEMENT: <br /> D.N. 2006-141612 ;� ` 57.1± ACRES <br /> 'CV <br /> / o S6 � <br /> 7_4± ACRES o so- v THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL <br /> o , oma. LAND SURVEYORS' ACT THIS /9r" DAY OF /VIS , 20 <br /> z � ti0 SEE DL?A1L 8 <br /> N00'15'451 ' #4�w- <br /> v <br /> 'i 00 <br /> 38. ' 9*- THOMAS R. FLINN R.C.E. 23341 <br /> L-15 m <br /> ♦ �y� PARCEL 4 <s' COUNTY SURVEYOR ��` <br /> D.N. 2008-118636 sr, � <br /> 40.1± ACRES �f os REGISTRATION EXPIRATION DATE: 12/31/09 'l, d <br /> CVD - � <br /> SEE DETAIL A fil <br /> "i �� 534'20'21"E �i '�%'� 3-3 <br /> I 15.12' S.0' N.T.S. <br /> o <br /> N.T.S. ��� S12°49'10"W �: � 4 V I L . <br /> 1' L-9 0� �6 9p�� 6, / 92.19' ' SEE DETAIL E C0 � r, <br /> � f� / o R COR 'S STATEMENT: <br /> E DER <br /> L-13 ,7 t oo, / �\v i 51.26 <br /> S.F.N. \\6 C 1 v FILED THIS DAY OF 200 AT 0' <br /> 13 n _ _ � , �, � •/�/ M. IN BOOK <br /> L-4 �' \ i / �I 0.62 <br /> L-12 29.25' <br /> ` o D C' , ,.i\`� 6� / _OF SURVEYS, AT PAGE �a , AT THE REQUEST OF <br /> NS o � 1 <br /> c L-1 ti's' \ N.T.S. 15��' ` -� `� JOSHUA COOK ELSON. <br /> o S0738'09"E \\ <br /> 152.95 14151 DETAIL E FEE: $ <br /> N.T.S. <br /> D.N. 2008-052857 ° 'N1 p / \� <br /> D.N. 2008-05285611001 <br /> 6S��' S05� 30.00 _ W' BY: <br /> 25.8± ACRES S 1 S77'07'46"W �' <br /> KENNETH W. BLAKEMORE /DEP CORDER <br /> 11.0E ACRES �' \ <br /> CIOS.F.N. `\ 530 11.76 I,.: <br /> ��� ASSESSOR-RECORDER -COUNTY CLERK <br /> ' " ` 566 � B• �O� C4 `I .08' <br /> 5212912 E ,� \ 0• v�` ° " 242 LINE TABLE LINE LENGTH BEARING <br /> RESTRICTED ACCESS 239.76 C 3530 �O N001516 E LINE LENGTH BEARING L-15 110.00' N69°48'07"W <br /> � PER O.R. 19 - � �� o ` 30.80 \ .,, + _ � + " , <br /> Ol 34 / -•-� rrH� S 7 7°07 46"W L 1 194.97 587°0145 E L-16 140.00 579°53 53"W <br /> rn 1 '� ��V o 11.60' _ + " , <br /> �� �1 4.80 C� L 2 116.60, N68°02,01»E L-17 175.00 S-W19 53"W <br /> C:1 SEE DETAIL D S77°07'46"W C,3 ` S� L-3 184.67 N59.2813 E L-18 242.00' <br /> �- 242.08' ` \ 538'10 OQ"W <br /> ` ` L-4 132.09' N83°46'07"E L-19 175.80' S25°42'00"W <br /> C 4 d, �r o \ . !,/ L-5 130.87 N68°34 577E L-20 76.35' S26055'48"E <br /> H o o \� , <br /> \ L-6 122.53 N83.47 33"E L-21 61.40' N35°14'00'V SITE <br /> Sia �0 \� <br /> DETAIL _ _ <br /> L 7 319.11 N68°5Q 22"E L 22 230.15' S89'15'00"W <br /> OV` q• N.T.S. L-8 242.65' N58°15'49"E L-23 234.10' N73°40'401 <br /> gat CURVE TABLE _ <br /> 1'L &. L 9 65.62' N43049'12"E L-24 117.13' S85°29'167W <br /> , CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING L-10 - <br /> / �'- 64.06 S33°52 31"W L 25 121.75 N39058 45"W <br /> Cl 405.33' 2550.00' 9°06'26" 404.90' S73°08'43"W L-11 56.64' N75°23'19"W L-26 102.50' N59°54'00'V ° <br /> �,� C2 192.02' 6950.00' 1°34'597 192.01' S69°24'49"W L-12 55.08' N07'15'38"E L-27 <br /> 57.10 563°29 007W � R <br /> \\,? C3 847.99' 6950.00' 6°59'27" 847.47' S73°42'02"W M S73°42'02"E R2 L-13 145.92' S07015'38"W Late wy <br /> 4 451.68' 3580.00' 7°13'44" 451.38' 573"34'S5"W L-14 135.45' NO2'41'42 VICINITY S VICINITY MAP <br /> S:\Projects\2005\05058-04\dwg\05058-04_ROS.dwg 05/07/09 4:54pm-JEGSON-XREFS: 18X26_Fld-RS-PN-P.dwg 05058_TPM.dwg D.D. SHEET N0. 8 NOT TO SCALE <br /> .► <br />