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<br /> S89'18'E MORSE ROAD {BASIS OF BEARINGS) 19Q1.20' RECORD 0F SURVEY
<br /> 676.45' 712.25' '"`� 347.50'
<br /> 165.00'
<br /> (M&R2) 500'12' 7"E OF A PORTION OF THE NORTH HALF OF
<br /> 107.48' M SECTION 31, T. 3 N., R. 7 E., M.D.B.&M.,
<br /> 107.50' R�) SAN JOAQUIN COUNTY, CALIFORNIA
<br /> S89'18'00"E
<br /> 147.54' M)
<br /> 147.50 R2
<br /> FD. 3/4" IRON PIPE
<br /> NOTAG, REF. (R2) ............ .....................................................................
<br /> NMI
<br /> N SCALE: 1"= 150'
<br /> ENGINEERING , INC.
<br /> °ren° STOCKTON, CALIFORNIA JANUARY, 2000
<br /> cr
<br /> SHEET I OF I
<br /> -� R.S. 27-J26
<br /> R.S. 26-152 `O rn w
<br /> R.S. 26--152 ac0 O.R. 4103-231
<br /> N
<br /> PARCEL R zo PARCEL C SUR STATEMENL.
<br /> a' O.R. 4299-817
<br /> '" S. J.C.R. r`V� N
<br /> Q �; �, I.N. 92137100 � � THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br /> a S.J.C.R. o S.J.C.R. M a DIRECTION IN CNREQUIREMENTS
<br /> OF AREA HFL OD LAND
<br /> CONTROL AGENCY
<br /> 00 N SURVEYORS ACT AT HEREQUEST OF _
<br /> N ° IN JANUARY 2000. A N o s
<br /> Q o N N / DATED THIS00
<br /> 2nd DAY OF FEBRUARY 2000.
<br /> a
<br /> ti C1' N R Z A
<br /> 'n o o L7 / -^ V' NO. 4334
<br /> cD z cn FD. AXLE PER L5 * EXPIRES 06/30/04
<br /> N R.S. 26-152, L
<br /> 0.4' ABOVE GROUN _-13 LS / TEPNEN PR. THUMLER , .S. N0. 4334
<br /> vj LICENSE EXPIRATION DATE: 6/30/04
<br /> \ o� L4 L S.F.N L12 slq OF cA-�F .
<br /> 2L21 S.F.N.
<br /> sus s.F.N.�°�, /cDUN SURVEYORS STATEMENT;
<br /> _ THIS MAP HAS BEEN EXAMINED IN ACCORDANF WITH SECTION
<br /> 00 ���p,� \jam N 876 OF THE LAND SURVEYORS' ACT THIS DAY OF
<br /> R ca .4 / --__, 2000. 1 o.I11,EE to
<br /> G1 ./ F \crs '�� O 00 F.
<br /> S.F.N. v) 04 O,o
<br /> DETAIL" �� O.R. 2920-72 / ui
<br /> S.F.N.
<br /> NO SCALE R/W WIDENING PER MANUEL LOPEZ, R. 05 028054
<br /> O S.F.N. L9 L S.F.N97082659, S.J.C.R. S.F.N.
<br /> COUNTY SURVEYOR OF S QUIN COUNTY Expires:;/3I
<br /> r / f- -:- REGISTRATION EXPIRATION DATE: 03-31-0;? �GAft PSP
<br /> S.F.N. •�Og SEC.E. /31 COR.
<br /> S.W. COR, OF / 2�
<br /> N89'27'W „ 613.24,(R1) �-- � ,0 O.R. 2227-72 4 �9 % 1815.00' (R2)
<br /> S89'26 08 E 612-249 99' _ ��� 712.21' (R1) � 495.04 495.00 R2) Q
<br /> 362.78' 363.24' R1 250.00' (R1) /� 165.00' (R2 N89'35'W (R1&R2) /.
<br /> / 0 S.PERI(R1&R2)' 1/2 OF SEC. 31 CREEK 31$7.21'�i)/ '
<br /> FILED THIS DAY OF :1'_000 AT a M.
<br /> ,� N) , BEAR LINE TABLE IN BOOK OF SURVEYS, AT PAGE r'I� , AT THE REQUEST
<br /> t°v M �� .a���,I ✓ ' UNE BEARING DISTANCE OF STEPHEN R. THUMLERT.
<br /> �� p� N L1 SOY 16'52"W 21.28'
<br /> `n u° �1 �'�S.F.N. NOTE:--
<br /> 21.30'L2 N4T19'21"E 213.88' FEE:
<br /> S.F.N. L1 Ln r THE PURPOSE OF THIS SURVEY IS TO MONUMENT L3 N28'00'58"E - BY:
<br /> C) THE R W ACQUIRED BY S.J.A.F.C.A. UNDER I L4 S00'16'52"W ' `
<br /> �, OD
<br /> 97118035 & 97082659. DISTANCES IN THOSE 11.49' - � DEPUTY RECORDER
<br /> / R/W WIDENING PER cv DESCRIPTIONS NEED TO BE MULTIPLIED BY 1.0000532 L5 S89'35'45 E GARY W. EEMAN, o
<br /> I.N. 97118035, S.J.C.R. `- S.F.N. TO CONVERT THE GRID DISTANCE TO GROUND LEVEL L6 N86'50'45"E 30.81' ASSESSOR/COUNTY RECORDER/COUNTY CLERK
<br /> SET 3/4" REBAR AT L7 N61'35'40"E 22.90' (1)
<br /> ORIGINAL LOCATION OF _ 1 FG ND: L8 SOY 12'20"E 12.96'
<br /> 1. PIPE AS SHOWN ON R.S. RECORD OF SURVEY, BOOK-PAGE, S.J.C.R. L9 N00'12'22"W 17.20' BASIS OF BEARINGS:._ cn
<br /> R.S. 2-79, S.J.C.R. O.R. OFFICIAL RECORDS, VOL-PAGE, S.J.C.R. 66.55' THE SOUTH LINE OF MORSE ROAD WHICH BEARS
<br /> /- 0000 I.N. RECORDER'S INSTRUMENT NO S.J.C.R. L10 N56'52'09"E
<br /> S89.18-E PER (R1) & (R2).
<br /> rn S.J.C.R. SAN JOAQUIN COUNTY RECORDS Lit N54 08'55"E 321.06'
<br /> / � (R1) DENOTES RECORD DATA PER R.S. 26-152, S.J.C.R. L12 SOO*12'27"E 15.49' MONUMENTS SET AD FOUND
<br /> o (R2) DENOTES RECORD DATA PER R.S. 27-126, S.J.C.R. L13 S89'35'00"E 50.95' hI
<br /> Z MORSE RD. S.J.C.R. L14 S53'47'S8"W 343.51' ^v- SET 3/4" x 30" REBAR WITH CAP
<br /> S.F.N. R3 DENOTES RECORD DATA PER I.N. 971 18035, �
<br /> �R4� DENOTES RECORD DATA PER R.S. 2-79, S.J.C.R. 125 82' STAMPED "L.S. 4334" N
<br /> O S.F.N. SEARCHED, FOUND NOTHING L15 S58'30'547..W_
<br /> N L16 S6T3g'STW 11 .25 ---�►-- FD. 3/4" REBAR TAGGED "R.C.E. 16631" �
<br /> o b I SITE lwvF 0v (R) RADIAL BEARING
<br /> " 55.74' PER R.S. 26-152, S.J.C.R., UNLESS
<br /> L17 N47'39'02 E NOTED OTHERWISE.
<br /> `"• � L18 N21'05'02"E 26.83' ,> a
<br /> _ ►- CURVE TABLE
<br /> v 119 N4T39'02"E 271.09' --#- FD. 3/4" REBAR TAGGED R.C.E. 16631
<br /> � FD. NOTCH IN FENCE BRACE ¢ v CURVE RADIUS DELTA LENGTH CHORD •� 6.23' M 3.29' R3 PER R.S. 27-126, S.J.+C.R., UNLESS �
<br /> AND OLD RUSTED BROKEN ~ EIGHT MILE RD. C1 582.03' 05'36'43" 57.01' S5907'43"W 56.99' L21 500'16'52 W j NOTED OTHERWISE. !
<br /> / I. PIPE 3.5' t N. AS SHOWN C2 643.55' 03'58'39" 44.68' 556'40'22"W 44.67' L5+L13 S89'3TOC"E 62.44'
<br /> N R.S. 2-79, S.J.C.R. C3 817.04' 13'56'06" 198.71' N63'50'12"E 198.23' L5+L13 R1 N89.35-OU 63,.18'
<br /> ACCEPTED FENCE BRACE AS VICINITY MAS 10.38'
<br /> PROPERTY CORNER) NO SCALE C2(R3) 643.52' 03'41'35" 41.48 S56'44'57"W 41.47' L4+L21 N0016'S2"W
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