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37
<br /> all000b MINIMUM ft""looft. annomms ft"%% *v=WMWN
<br /> BAU M BACH a PIAZZAr INC. 323W. Elm St.
<br /> O Lodi, CA 95240
<br /> o /�•/ CIVIL ENGINEERS • SURVEYORS
<br /> ��1•• ` 15 Easement / S88°29' 12"E wy�w 209.368.6618
<br /> z �`L ��j3 / D.N. 2004-087441�„� / / 15.00' T.4 N., R.6 E. See DETAIL "C"
<br /> .bpengineers.net
<br /> ,00 1'b0� / ,�� ` ° M.D.B.&M. FD AXLE AT 1/4 SEC
<br /> 1 4 1 4 SEC COR T.4 N., R.6 E. ,
<br /> N01 30'48"E FD AXLE (1)(5) / / (3) RECORD OF SURVEY
<br /> ��O 13.87' 9384 , ' 00' / rtv� ' 7.00' Sec. 21 Sec. 22 COR (1)(2) M.D.B.& M. �,
<br /> o 2 I 660. I
<br /> ( )( ) CAMP ROAD
<br /> 60.81 •4987.62' S88°29'12"E Sgg°29'E(1) Sec• 22 Sec. 23 being portions of the Northwest V
<br /> I O� 124 55, 282.65 (2) 1034.78'(M) 1034.55'(2)
<br /> D• I _- ' 2153!;.0!;l
<br /> -_-- S01 030'48"W I •
<br /> 3 ----' Sec. 28 Sec. 27
<br /> 122.51' 22.00' 1 ° SECTION LINE Quarter of Section 27 and the
<br /> ` N88 29 12 W Sec. 27 Sec. 26
<br /> / c 26 ,
<br /> 15 Easement See N 122.51' 1317.79'(M
<br /> East line of I.N. 93061341 ote 6 ° .� ' ) Northeast Quarter of Section 28,,
<br /> I.N. 93061341 - ` ` FD AXLE (1)(5) S25 32'48"W S36°28'59"W 1317.20 (1)
<br /> ( )( ) /
<br /> 535.05'(2)(5) 1 P•
<br /> 534.93 f� 50.19N TA N , ,R, 6 Ell , M . D. B.& M .
<br /> /
<br /> 40-06, `- 248,87 0 ul
<br /> 40000, 00-le b San Joaquin County, California
<br /> DETAIL "A" DETAIL "B" DETAIL "C"
<br /> February, 2010 Scale : 1 "= 150'
<br /> SCALE: 1"=60' SCALE: 1"=60' S74°28'E(6) S74° 17' 15"E SCALE: 1"=60' N
<br /> 103.39'(6) 103.88' Sheet 1 of 1
<br /> ( ) East line of access easement
<br /> (4); See Note 4 0 BASIS OF BEARINGS:
<br /> I.N. 9306734 N82°21'48"E T., N
<br /> N840 36'00"E N70° 10'00"E N7°23'30"W 660.00' / / ` S31° 00' 11"w THE BASIS
<br /> 1 232.37' N OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE
<br /> 29.60' 135.40' 31.91' _ _ WEST HALF OF THE NORTHWEST QUARTER OF SECTION 27, T.4 N.,R.6 E.,
<br /> S530 31'00"E N590 40'00"Eoo, _ 1.--
<br /> -- '"-
<br /> M.D.B.& M., SHOWN ON R.S. 4-235 AS S 00042'15" W.
<br /> 137.30' 99.40' ho 00 -_ See DETAIL "B"
<br /> N� ,,mob* Southeast corner of SURVEYOR'S STATEMENT:
<br /> See DETAIL "A" �' Parcel 3, I.N. 79092223
<br /> N
<br /> • THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br /> °° 5B' Ike
<br /> N370 52'48"E BEARING NOTE: DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
<br /> J� N 30°0 150.00 Research performed by a title Company has determined the LAND SURVEYORS' ACT AT THE REQUEST OF JAMES PIAZZA IN FEBRUARY 2010.
<br /> /.N. 79092223 bearing N 85003' W was first established in O.R. 918-464,
<br /> X59 ` / recorded April 4th, 1945. Subsequent transfer of title of the 97�1
<br /> 1 North line of Parcel 2, adjoining property in O.R. 923-130, also recorded April 4th, DATED THIS DAY OF , 20
<br /> N73°41' "W ��P� �A/Vp
<br /> OI�E 2 I.N. 79092223, See 1945 established the bearing of this line as N 83°03' W. These - ���JP C 0 0� G
<br /> M/ N�1343 0° 138.42' Note 5 deeds appear to be based on a field survey performed in �
<br /> SEE BEARING NOTE �� u,
<br /> N89°48'48"E �m
<br /> December, , a
<br /> 1944 by Chas. H. Widdowsnd filed for record N83 W(5)03 00 0 0 0-<
<br /> /o February 15, 1945 as R.S. 6-87. Said survey established the N85° 03'00"W(M)(2) °C Z o
<br /> 95.80 y ( )( ) S A COOK ELSON LS 7889 a No. L 7889
<br /> 6bearing of this line as N 85003' W. The bearing N 85003' W has 453.15' LICENSE EXPIRATION DATE: 12/31/11 * � 12�31�11
<br /> subsequently been held as it best fits the existing features of the SFN FD 1 1/4
<br /> land and appears to be the intent of the original parties. g //-IRON PIPE(2) qTF OF CAI.\�OQ�
<br /> N29°02'00"W 4°��M 5l
<br /> 215.00' FD 1 1/411 '03•.31"W Mgt COUNTY SURVEYOR'S STATEMENT:
<br /> ° 53 nW X511
<br /> IRON PIPE (2) S?3°qaTHIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br /> 3 N45° 07'00"W PROFESSIONAL LAND SURVEYORS' ACT THISr�a/DAY OF&0kA11&CuV , 20.W.
<br /> N210 33'00"W 191.00' N
<br /> 64.00' 6', 0"�
<br /> N2° 10'00"E N860 58'00"W 660 Dr2° to
<br /> 185.20 M
<br /> ' N23°42°00"W
<br /> 95.70' 15.23' SFN N63°26'00"W SFN 119.70' `��' Bali- THOMAS R. FLINN, R.C.E. 23341
<br /> N100 50'00"E N06055'05"E 1 20' 118.75' 030 COUNTY SURVEYOR
<br /> 92.80' SFN `L3 D�6 30 SFN O.R. 98,464 REGISTRATION EXPIRATION DATE: 12/31/11
<br /> 5y9
<br /> East and North line LnM
<br /> SFN RECORDER'S STATEMENT:
<br /> N430 15'00"E of I.N. 93061341 N870 12'00"W S100 40'00"E ,
<br /> 225.50' 189.65' N800 33'00"W 331,10' FILED THIS o��ol6AY OF GCc^ At 20JVAT3_ ifXA. IN
<br /> N71°49'00"W 48.30' BOOK,,,�ZOF SURVEYS, AT PAGE AT THE REQUEST
<br /> 76.40' OF JOSHUA COOK ELSON.
<br /> N580 00'00"w =� o R.S. 6-87
<br /> , ti N l.N. 79092223 N890 49'00"W
<br /> 00� 137.00 ° � co � 146.00'
<br /> °o0 0o N7s 05'00"W O.R. 923-130 ° o ..
<br /> Dt- 125.70' `� � S55 42 00 W �,� FEE: $ O
<br /> N64°07 00W `° S68°44'00"W 133.00
<br /> ' "
<br /> 1
<br /> O
<br /> S690 05'00"w 111.80' o ° 142.10' N48° 32'00"W
<br /> / N44°40'00"E o S79 45 00 W S58°3T 00"W 132.59, B .
<br /> LU 171.00' ��ti 63.50 C/)! 165.30' / 33.46 KENNETH W. BLAKEMORE T/DEPUTY RECORDER
<br /> N 15 40 00 E165.80'
<br /> Io - - _ " ° „ ° / S200 26'00"W ASSESSOR-RECORDER -COUNTY CLERK - ""
<br /> o vo MOKELUMNE --15.00' N54 07 00 W S74 35 00'W J� 134.70' M 2 5 ���/ A. '
<br /> ( )( )O ,.J'c�
<br /> RIVER 47.80 192.40' �� 137.4(6)
<br /> S690 29'00"w /�\3869, SFN ��G
<br /> 100.20' s�6 192.70' SEE NOTE 7 _ LEGEND: REFERENCES
<br /> 2�•w� 34.5 88.91 N860 21'00"w p613�1 ��� N
<br /> \ S500 22'00"w 65.99' 93 ��
<br /> 144.10' �,rl• � y,�,��-y---� v B.O.B. BASIS OF BEARINGS (1) R.S. 4-235
<br /> ° VvkOFES SFN SEARCHED, FOUND NOTHING (2) R.S. 6-87
<br /> S66 36 00 W 0/y� (3) R.S. 37-61
<br /> N610 37'00"W 154.90 FD FOUND
<br /> 70.50' --N800 � � .. (4) D.N. 2004-087441
<br /> 53 00 W A I.N.SEC. SECTION
<br /> INSTRUMENT NUMBER
<br /> _ S890 50'00"W / 95.80 � �` � �r ` (6) I.N. 79092223
<br /> RODE ROAD 28'38' S44°25'00"W `^1 D.N. DOCUMENT NUMBER O I.N. 93061341
<br /> O 98.20' f R.S. RECORD OF SURVEY
<br /> °C r g � 59 o O.R. OFFICIAL RECORDS
<br /> } NOTES: o d `. . l; o D SET 3/4" X 30" IRON ROD CAPPED AND STAMPED
<br /> .�..�a NOTES (continued): �, � �� � "LS 7,889", UNLESS OTHERWISE NOTED,
<br /> ACA PO ROAD 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS 6. THE MOST EASTERLY CORNER OF THE PARCEL AS DESCRIBED I V I �' ' ,
<br /> -- � m • FD. AXLE (5), UNLESS OTHERWISE NOTED.
<br /> AND BOOK OR VOLUME PRECEDES PAGE. IN EXHIBIT "B" IN D.N. 2004-043642. THIS POINTCAL1E4 e4. O ® FD. 3/4" IRON ROD IN MONUMENT BOX, CAPPED AND
<br /> 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. CALCULATED FROM D.N. 2004-043642 TO BE 4926.81' FROM o0
<br /> 51 1'E �., STAMPED L.S. 7,889", PER (3)
<br /> 3. FOUND AXLE (1) 36 INCHES DEEP; SET 3/4" X 30" IRON ROD THE SECTION CORNER COMMON TO SECTIONS 22, 23, 26 & Doc N: 2010-155694
<br /> CAPPED AND STAMPED "LS 7,889" OVER FOUND MONUMENT. 27, T.4 N., R.6 E., M.D.B.&M. FD AXLE AT SE COR OF Thu Dec 02 15:23:18 PST 2010
<br /> 4. D.N. 2004-087441 ROTATED CLOCKWISE 00028'48" TO 7. I.N. 79092223 CALLS THE DISTANCE TO THE RIGHT BANK OF W 1/2 OF NW 1/4 OF Page: 1 of 1 Fee: $8.00
<br /> Kenneth W Blakemore
<br /> MATCH THE BASIS OF BEARINGS OF THIS MAP. THE MOKELUMNE RIVER AS 134.7 FEET. I.N. 93061341 SEC. 27 (1). SEE NOTE 3. San Joaquin County Recorders
<br /> VICINITY MAP 5. PARCEL 2, I.N. 79092223 ROTATED COUNTERCLOCKWISE APPEARS TO CONTAIN A SCRIVENER'S ERROR IN ITS CALL TO Paid BY: SHOWN ON DOCUMENT
<br /> NOT TO SCALE 00000'12" TO MATCH BASIS OF BEARINGS OF THIS MAP. THE MOKELUMNE RIVER AS 137.4 FEET. THE DISTANCE 134.7 AMA
<br /> FEET HAS BEEN ACCEPTED AS CORRECT ON THIS SURVEY.
<br /> S:\Projects\2010\10002\90_Sheet Sets\02_Maps\10002_RS-85d.dwg 11/09/10 11:29am-JELSON-XREFS: 18X26_FM-RS-PM.dwg 10002_Control.dwg D.D. SHEET 12 4157-A
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