|
REFERENCES:
<br />(A) RECORD OF SURVEY, BOOK 33, PAGE 133, S.J.C.R.
<br />(B) RECORD OF SURVEY, BOOK 2, PAGE 38, S.J.C.R.
<br />(C) RECORD OF SURVEY, BOOK 38, PAGE 178, S.J.C.R.
<br />(D) STATE HIGHWAY MAP ROUTE 99, SJ 99 P.M. 9.2-27, ON FILE WITH CA.
<br />DEP. OF TRANSPORTAION, DISTRICT 10 OFFICE, STOCKTON CA.
<br />(E) "FINAL ORDER OF CONDEMNATION", BOOK 1781 0. R., PAGE 416, S.J.C.R.
<br />(F) "FINAL ORDER OF CONDEMNATION", DOC. NO. 2015-009103, S.J.C.R.
<br />SURVEYOR'S NOTE:
<br />REFERENCE (F), PARCEL 16381-2 DESCRIBES THIS CURVE AS A COMPOUND
<br />CURVE. THE DATA ON REFERENCE (C) AND THE FOUND MONUMENTS SHOW
<br />THAT THIS IS A BROKEN BACK CURVE, NOT A COMPOUND CURVE. THIS FINDING
<br />IS REFLECTED ON THIS SURVEY MAP.
<br />111 ---.SFN (14-S-193)
<br />RECORD OF SURVEY
<br />OF A PORTION OF THE SOUTHEAST QUARTER OF �
<br />SECTION 20, TOWNSHIP I SOUTH, RANGE 7 EAST, �
<br />MOUNT DIASLO MERIDIAN. 1
<br />COUNTY OF SAN .JOAOUIN, STATE OF CALIFORNIA
<br />APRIL, 2021
<br />AOR THSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-,3525 [SFN30'1
<br />1
<br />N68'10'23"E 190.60'(M)(B)(D) 23729'(0) 1
<br />4-S-27 17.88' NSD ..... _S89'46'37"E 237.30'(M)(B) i N
<br />% l/I - 5 - 1 J 3 72.18' -135.11 '(M)(E)-' ...: ,
<br />SFN / (M)(C)(D) / _ 165.12' '
<br />/g'
<br />,..r j162;(F) .� 9.73 (M) WESTERLY LINE OF LAND
<br />N88'39'23"E 1295.50 (M)(B)(D) 163 p1 9.56 (C) j l DEEDED TO THE STATE
<br />�G1 _ OF CALIFORNIA PER
<br />W m 49-D.R.-106, S.J.C.R.
<br />SCALE: 1" = 100'
<br />1
<br />0 c
<br />�
<br />I
<br />��� LLi j o
<br />'I c) N
<br />� 0• I
<br />r�L
<br />S8923'42"E 259.50'(M)(B) �...,�..�: LEGEND:
<br />,i 204.48'(M) „
<br />N47'56'55"E 33.90'(M)(C)(F)
<br />204.40'(E) I i SET 3/4 x30 IRON PIPE, TAGGED LS 6946,
<br />GU. 0. N.
<br />SEE DETAIL 'A' ��� / ,' 30 -� FOUND 314" REBAR W12" ALUM. CAP
<br />1 GJ
<br />SHEET • / � ��l__--�' i Z STAMPED "CALTRANS R/W PLS 8265" PER
<br />(C), U. 0. N.
<br />`I ILI, FD FOUND
<br />SFN SEARCHED, FOUND NOTHING
<br />Ll I I m (A) SEE REFERENCES THIS SHEET
<br />DOC. NO. 2004-104461 �� `�c�c� h��' / I I (M) MEASURED
<br />�J �� L3 N S. J. C. R. SAN JOAQUIN COUNTY RECORDS
<br />AGGREGATE AREA: h�tK
<br />� z�l �� h� r
<br />27.87 ACRES ii �� ��J / L2/ I o JOS JUrh-1 �,Y U.O.N. UNLESS OTHERWISE NOTED
<br />�� ' 0� / L4 / `�' i rI J J J, R. J 1 m -S- RECORD OF SURVEY, BOOK & PAGE, S.J.C.R.
<br />Q'
<br />�� �o`O 00 "' -PM- PARCEL MAP, BOOK & PAGE, S.J.C.R.
<br />7.07 ACRES x13'15'07"W
<br />69.35'(M) i -M&P- MAPS & PLATS, BOOK & PAGE, S.J.C.R.
<br />NDOC.70.21'(D)(E)O.R. OFFICIAL RECORDS
<br />NO. DOCUMENT NUMBER
<br />, �n
<br />20.80 ACRES oo �� R=523.39'(M)(C)(F) 1 80. 70'(M) 80.11'(D) Calc. CALCULATED FROM RECORD
<br />!U °'N A=32'19'44"(M) 1 N
<br />C.R. CORNER RECORD SAN JOAQUIN COUNTY
<br />N ^ ^ 32'19'34"(C)(F) l I c' SURVEYOR'S RECORDS
<br />L=295.32'(M) l 224.60' i
<br />N OO t� 1 - _ (M 224 68 ` ` Gnd. GROUND DISTANCE
<br />z 295.29' C F I N79J� (D� RAD RADIAL BEARING
<br />Ov
<br />L�� N N' 2 W PROJECT BOUNDARY
<br />N �jl h N ' p -� N61 '37'42"W 38.50'(M)(B)(D) - CENTERLINE
<br />N8339'21 "W (RAD)(R--745.00') �Q Id _ p n' .� .W i
<br />---------------- ----- kr v L ( __lp - - SECTION LINE
<br />NB4'35'59"W (RAD)(R= 757.00)lkio W I N I - - - - - - EXISTING LOT LINE
<br />SECTION LINE -i �' DEED LINE
<br />SEE DETAIL 'C'
<br />SHEET 1
<br />40 58934 14 W (RAO)--- C) o o i Q
<br />SEE SURVEYOR'S NOTE THIS SHEET- !_6'41'36"(M)(C)(F)--------- �I to N
<br />L=88.43'(M)(C)(F) R=20.00'(M)(C)(F) �Z, ON N I I
<br />N1'17'35"W 1.85'(M) 1.82'(C)(F) a=79'19'42"(M)(C)(F) -�
<br />co U II cy I
<br />N 11
<br />S89'10'45"W (RAO) L=27.69 (M)(C)(F)
<br />-- rn d a 111
<br />N6'13'46"E 83.53'(M) 83.52 (C)(F) i 1 - d c�i rn III -� I W
<br />N8 3'35'19"W (RAD) - N13'07'17"W 69.06'(M)(C)(F) z N N II '' FINAL ORDER OF m
<br />--------- CONDEMNATION PER
<br />R= 75.00'(M)(C)(F) -0. R.-416, S. J. C. R.R=75.00'(M)(C)(F)
<br />73 '42'4 7"(M) (C) (F) '4 0 87 29'24"(M)(C)(F) a
<br />06
<br />L=96.49'(M)(C)(F) S76_RAD) L=114.52'(M)(C)(F}(C)(�} -____ `_ N89_34'S3"W (RAD) I
<br />N80'07'28"E 67.92'(M)(C)(F) ( 179.78 ( )I ---
<br />N86 28'18"E 50.69'(M)(C)(F) S78152 161W N6'53'29"E SO 25'07"W 85.72'(M)(D)(E) I WESTERLY
<br />DEEDED TO LINE
<br />THE STA LAND
<br />N86 28'18"E 69.79'(M)(C)(F)
<br />S75'54'56"W 1.29'(M)(F) Ina .39'(M)(D)(E) S57'S7'46"E 49.18'(M)(D)(E) 30' OF CALIFORNIA PER
<br />7 �
<br />37'(M) 4.40'(C)(F)
<br />30.00'(M)
<br />540.74'(C)(F) - - 106.3 1
<br />00"E 540.75'(M) 8 (F)
<br />N85'12'
<br />SECTION LINE & CENTERLINE
<br />LATHROP
<br />rr Jj\ll r 1\1 a l I /
<br />I I_2 ;I - ,I 4
<br />I 10 - 5 -1 �� I
<br />I
<br />r1 I i i 7 I c -i I is lD
<br />(D. D. SHE[ T NO. 47C) K: \J20-2711 Celli Survey for APN 197-002-027\DWG\Mapping\ROS-LLA\J20-2711 ROS.dwg
<br />J r r r - ) N78'3226 "E 89.09'(M) 89.06'(C)(F) f
<br />Pr�F� ,_ r ( J538 � 8 1 J N86'32'51 "E 250 87'(M) 250.85'(D)(E)
<br />DDC,)\10,201 5-009 100, N48'44'S8"E 53.55'(M)(D)(E) 54.26'(F)--- -F-4R .r 1 1�1J_2 5 ----�-S1'24'52"E 68.67'(M)(D)(E)
<br />J J JiI r 88'13'59 "(M) 88'14'(8)
<br />N77'45'22"E 102.49 (M)(D)(E)----�_._. 1 75)1 J.R. f 1 SFN CHISELED +»
<br />I PER (A)], NOTHING SET
<br />N89 38' '
<br />LINE TABLE
<br />LINE #
<br />DIRECTION
<br />LENGTH
<br />Ll
<br />N33'16'37"E
<br />276.24'(M)
<br />273.32'(F)
<br />L2
<br />S13'15'07"W
<br />269.29'(M)
<br />270.45"(D)(E)
<br />L3
<br />S13'15'07"W
<br />334.78'(M)
<br />332.01'(F)
<br />L4
<br />NO2 23'42"W
<br />378.80'(M)(B)
<br />378.90'(D)
<br />W 502.37 (,M� (E) _ - -- A T SEC. _CORNER
<br />N S89'38'51 "E 1744.06'(M) 1744.1 '(B) - -N - - - - -N - - - -» - - - -- - - -
<br />o V, ROAD L 20' S56'30'21 E 36.58 (M)(TIE) 36.53'(E)
<br />LU
<br />V
<br />Phil � rl �I
<br />NORTHERLY LINE OF
<br />_`��\
<br />FD. 3/4" IRON PIPE, TAGGED LATHROP ROAD PER
<br />LS 8159 PER 26 -PM -44; 1781-Q.R.-416, S.J.C.R.
<br />USED FOR LINE ONLY
<br />SHEET 2 OF 2
<br />•
<br />
|