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<br /> SURVEYOR'S STATEMENT: COUNTY SURVEYOR'S STATEMENT: RECORDER'S STATEME T�
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<br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH FILED THIS DAY OF 200-7AT RECORD OF SURVEY
<br /> DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS t •
<br /> SURVEYORS' ACT AT THE REQUEST OF ALFREDO MIJANGO IN MAY, 2008. Z TN DAY OF C>CTo�E 200 8 . wry �V ` • 3L4 A •M. IN BOOK 137 OF SURVEYS, AT PAGE BEING A PORTION OF SECTION 1
<br /> �r �. A "".•�'; � AT THE REQUEST OF M.C.R. ENGINEERING. TOWNSHIP 2 SOUTH, RANGE fi EAST,
<br /> DATED THIS DAY OF 200 LAND .THOMAS R. R.C.E.
<br /> • FLINN, 233a � \ MOUNT DIABLO BASE AND MERIDIAN,
<br /> �S� sU�` 1 R COUNTY SURVEYOR OF SAN J QUIN .� , y F E: $
<br /> COUNTY, CALIFORNIA 3 3 11010 '-rCITY OF MANTECA SAN J OAQ U I N COUNTY CALIFORNIA
<br /> KEVIN L. HEWINS L.S. 7079 " -0 REGISTRATION EXPIRATION DATE: 12-31-09 ' u s Y� ! Olt w. � BY: A;oew`4.,� ' � ��JUNE, 2008 SCALE: 1 =300�
<br /> LICENSE EXPIRATION DATE: 12-31-08 NO. 7079 , GARY W. FREEMAN A5SW*14T/DEPUTY RECORDER
<br /> * EXP. 12/3'/ * �,� ,,�b M,�,�,�� 9��� ASSESSOR-RECORDER-COUNTY CLERK
<br /> M.C. R. ENGINEERING
<br /> CURVE TABLE CURVE TABLE W SAN JOAQUIN COUNTY, CALIFORNIA
<br /> CURVE RADIUS LENGTH CHORD CH. BEARING DELTA `r> ��� CURVE RADIUS LENGTH CHORD CH. BEARING DELTA ��'`
<br /> Cl6925.00'3155.53'3128.27' N31r37'11"E 26'06'29" F Of CA1.�E 531.30' 531.18' N3542'18"E 0 " (M) FD BRASS DISK IN 1242 DUPONT COURT MANTECA, CALIFORNIA
<br /> C6 925.00 04 23 45 MON. WELL, TAGGED
<br /> N31:44'03ME 12.20'14" (M) 531.31' 531.19' N35'1 WE (K)
<br /> C3 925.00'1491.13'1488.25 N31 17 46 E (C) 490.37' 490.26' N31'28'42"E 0,V03'26" (M) LS 6314 PER (A)
<br /> 1053.83' , N4718'50"E 08'43'09" (M) C7 925.00 490.30' 490.19' N31.02'26"E 04'03'24" {J} POINT #5495, AT Q !7N 2004-005928
<br /> C4 925.00 1052.81 " " " 1/4 CORNER PAROL 3
<br /> 1053.80 N46'54 20 E 08'43 07 (F) W >-- 469.46 469.36 N2T30 28 E 0,T53'030 {M) PC
<br /> -135
<br /> 610.57' 610.35' S40'25'43"W 05'03'06" (M) L-J d C8 r925-00F469.52'1469.42' N2T04'12"E t--.OLJ3'53'05* (0) $943,2OR
<br /> C5 925.00 97' N40'08'32"E 05'02'54" (F) U ^^ FD 3/4" I.P. 15,261 SF SECTION AND
<br /> 1610.181609.97' .�
<br /> PER (C), NO TAG TOWNSHIP LINE
<br /> T1S7 R6E 35 36 T1S, R6E o YOSEMrM AVENUE Q M T1S, R6E 36 31 T1S, WE
<br /> FD CONC. HWY. � 3'x3'w.c. C4 BASIS OF BEARINGS _
<br /> LO S89 55 14"E 2653.11 (M) 2653.24 GROUND A C) MON. PER (C), S89'50'14"E 2660.76'(M) 2660.71'(GROUND A 2660.40' C 0 SCALE. 1 300
<br /> Nfi4'26'04"W R _ __ NO TAG _ 802.51' M '802.4' C� _ _1858.25"(M)-1858.0''(0}(1) { )
<br /> VIERRA ROAD - FD 3 4" I.P. PER C NO TAG - -s - - - -
<br /> 60.00 S00'26 55"W
<br /> Nv� 517F17.02'(M C
<br /> `� 3X3 W.C. 965.68' � SFN o-SFN � 9-•OR-�0.9-9
<br /> 0
<br /> p►�` 2 3 4 $ 8 9 11 1213 14 1$ 1 s 1118 19 I 687.31 (M)(C) 91.02' 3'W.C. 711.32 O •-- �3�PM� $9 "
<br /> GROUND LEASE / y -OR 2 59 w �� FD 3/4 I.P. PER T2S R6E 1 6 T2S R7E
<br /> - - J �` Y PAROL A ,, ,
<br /> A/I�CP 30 PER IN 80086451 , v� (1), NO TAG
<br /> w M ^NDN 2008 FD SJC PIN/WASHER 440'
<br /> 14.320 AC r, �: ,� �047�23 I IN MON. WELL PER
<br /> T2S R6E 2 1 T2S, R6E FLORENCE AVENUE CT law * . $ » 40 BASIS OF BEARINGS:
<br /> -...OR, Al 00 CD rn N M w S89 6 14 E �� (A) POINT #720, AT Z »
<br /> S60'33'01"E(R) 0S6-� M ^ 6 x 210.00 M G '� SEC. & TWN. CORN.
<br /> 3 .� w » g THE BEARING OF 589.50 14 E BEING THE NORTH
<br /> 1703.17'(M)1702.82(J) NBW34 28"W � M FD 3/4 I.ROD PER �r��j I N LINE OF THE NORTHEAST QUARTER OF SECTION 1,
<br /> FD BRASS DISK IN MON. �rj -�-�,_ r, 3 W.C. (G), NO TAG, BENT Og TOWNSHIP 2 SOUTH, RANGE 6 EAST, MOUNT DIABLO
<br /> WELL, POINT 617 PER 20.00-WIDE oo v
<br /> A POINT 05 PER �f / $2 ( SANITARY SEWER N00' 6 55 0.77 �-IO I :.. BASE AND MERIDIAN AND ALSO BEING BETWEEN
<br /> SECTION UNE ( }' !� / ..�OR'' EASEMENT PER c^ 7.063 AC w >� LO N MONUMENT NO.S 5495 AND 720 AS SHOWN IN
<br /> (B), AT SEC. CORNER cp ,�,"� G1 / 29 v IN 85054825 cc �� o s �! o BOOK 36 OF SURVEYS, PAGE 23, SAN JOAQUIN
<br /> w O �p� •�o i4 N C4 COUNTY RECORDS.
<br /> /--91.30'-WIDE S.S.J.I.D. 1* o g p �, 1 ° N FD 3/4" I.P. PER °'
<br /> LINE TABLE S56'29'35"E R 17.607 AC °� 0 2 G� $ Doc q: 2008-182492
<br /> cu ( ) / RIGHT-OF-WAY PER C N ci " Fri
<br /> UNE LENGTH CH. BEARING - - - - ( } N 3 I , NO TAG { )( ) / Page": 1 of 21 Fee: $11.00008
<br /> � � 4 () 198. 0 M H FD 3 4 I.ROD
<br /> N 254.36' S89'36'14"E (M) 1955.89'(M)1955.24'(K) �� N89'34'28"W 464'(L �'� �{ ){ PER (H}, NO TAG GarSany W. Freeman
<br /> L1 `� •� 464.36 M /-SFN 13 3.89'{M) 1394.00'(1}25'00 M H paidJByquin SHOWNuONyDOCUMENTrs
<br /> 254.0 S89 59 30"W {G) 08'(M)582.00'(H){I) avo
<br /> / v .•... O 737.92 2. v II I r
<br /> °�° �'as �Q J �C_i 1320.00 M L '� V il�
<br /> W Z Geo / �•- 0 f�� �Il-. M S89'S0'14"E 1858.25'(M) 1858.0'(C) N NOTE.
<br /> Z
<br /> �o Q� / 21.341 AC N $ ;vi
<br /> Z S52'05'50"E(R) SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND,
<br /> w - /
<br /> 1/4 1/4 SEC. UNE » co M � � Q AND REFERENCES.
<br /> Qi, / L___-.798.95(M)
<br /> S89 41 32 E co 2657.19{M 2656.9(C)
<br /> N _ _ G _ _ 798.9'(C) ' `V _ 1858.24(M) 1858.0'(C) '10 `4
<br /> QP N8W39'32"W 1449.67(M) 1448.80'(C)(F) 610.45'(M) 188.50' %*- - SFN S
<br /> / O SFN� 610.4(C) (M)(C) `-1/4 1/4 SEC. UNE LOUI E A E{
<br /> - J / SFN ELECTRIC TRANSMISSION-
<br /> w 5�
<br /> ,n RIGHT-OF-WAY PER 58 �_
<br /> c�i h / z is co A-570, NO WIDTH GIVEN v Q
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<br /> C
<br /> :, / w N
<br /> W Lr)v) YOS AVENUE" .rt
<br /> S47 02 44 E(R} �,, _ _ °� ^� E
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<br /> 04
<br /> � 20.531 AC
<br /> QC
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<br /> >N �
<br /> . ELECTRIC TRANSMISSION N
<br /> Ui 'SFN/ oo RIGHT-OF-WAY PER 187- 652.141 ACA-227, NO WIDTH GIVEN M rz N N-
<br /> VARIABLE
<br /> WIDTH
<br /> `° pr) �°' HIGHWAY 1
<br /> 20S.S.J.I.D. RIGHT- 17.860 AC 0-% �OF-WAY PER (F) N
<br /> ;;F
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<br /> 20
<br /> p1 ;II
<br /> p WOODWARD A NUE
<br /> s In k 20
<br /> M >~
<br /> W 093 '1060 in
<br /> r- 0
<br /> FD 3/4 REBAR ONao �bj� N c^ = VICINITY MAP
<br /> EAST R.O.W. UNE, an
<br /> •- I
<br /> NO REF., NO TAG, 00 C) NO SCALE
<br /> w 00 o �
<br /> S13'04 41"W 0.25 ENCROACHMENT
<br /> �-
<br /> <- z M z: AGREEMENT PER
<br /> S38'1 9 35 E(R) o �- $ o SEE DETAIL 1 0 IN 95076202 SECTION AND
<br /> 42.969 AC
<br /> 130.48'(M)(C)(F) SFN } _� FD 1» I.P. TAGGED $ 00
<br /> ---1/4 SHEET 2 � � � Z�,�'� ,�5'� RANGE UNE
<br /> " -�� 1 4 SEC. UNE 22
<br /> N00 09 36 E 3'W.C. �'1 , -- / / LS 7059, NO REF. o S89 46 59 E 1296.90 M � 5 .66
<br /> 20.00' ��.� » _--- D�$ _ 1-1/4w I.P. PER (F) 'n 610.45' 501.39' 'X3'W.C. -
<br /> ���� S89 46 59 E _ _ _ ��,� 2646.94 _ S� 3X3 W.C. - - - _ _ • WAWONA STREET
<br /> FD S.J.C. 3'W.C. 860.07 �____ J ��'1'' 1731.00' Z-_ 610.45'(M) 610.4'(C) 184.93' 501.45' 37.0e'x.11,20 1356.79'
<br /> 35.87(M)(C)(F} 1296.83 - / 1 4 SEC. UNE "
<br /> SURVEYOR'S m ^W 1-1/4 I.P. ON Q \ Z / m w FD 3/4 I.P. IN MON.
<br /> ��_ EAST R.O.W. UNE ` ` I� » N89 46 59V 2653.62 (M) 26:53.4 (C) WELL TAGGED LS 3870
<br /> MON. IN MON. w o - FD 3/4w I.P. PER
<br /> WELL, NO TAG, c� z N��-�JPER (F") NO TAG / IN 92045100
<br /> -o' o`n, N SOT49'03"E 0.18' l /� (D), NO TAG, AT pARC�1. 1 .1 \ Q / x_ ? PER 32-M&P-49,
<br /> POINT 217 PER B
<br /> POINT 206 N $ 42.420 AC 2 N CENTER OF SECTION N o o ( )
<br /> N Ki '��' M V FD BRASS DISK IN MON. ao =-
<br /> PER B , AT ao 1.489 AC • ac c� AT 1 4 CORNER
<br /> ( ) z •- Ki N S00'17 38"W 0.22 (� WELL, PER (B) POINT
<br /> 1/4 CORN. z ,�� N SS-
<br /> * in P TAGGED J 0'n c
<br /> N N � FD 3/4 I. X218, AT SEC. CORNER r, �n
<br /> � 1 Ls 6246 PER (D)� �
<br /> co
<br /> 2 N FD S.J.C. SURVEYOR'S MON. 582.55 20"E 0.23 T2S R6E 1 N N 6 T2S, R7E
<br /> IN POINT N•207 PER O BAG,
<br /> SEN ,
<br /> 11 12 ( ) T2S, R6E 12 7 T2S, R7E
<br /> 10/24/2008 07:54 AT SEC. CORNER (D.D. SHEET NO.S 48, 57) SHEET 1 OF 2 SHEETS
<br /> J:\2008\08-014\dwg\ROS\08-014 ROS l.dwg
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