Laserfiche WebLink
I -_ <br /> 1/4 SEC. COR, 1/4 SEC. COR. <br /> FD. 1" IRON PIPE, FD. IRON RDD PER (R3)(R4 I LOT LINE ADJUSTMENT (PA-13-202) <br /> PER (R5), NO TAG [IRON PIPE PER (R5)(R6)] N88°3645"W 80.59'(MON-MON) FD. SPIKE, NO TAG, NO REF., BENT EY <br /> S89°08'01"E 1/4 SECTION L/NE 5301.35'M 5301.30'R5 / RECORD OF SURV <br /> ( ) ( ) -�` 1 4 SECTION LINE <br /> ``, S89°08'01''E 865.26' "w—S89008'017 442.00 7`�-- 1315.671(M) 1315.251(R3) Of <br /> 0' <br /> o' S° A PORTION OF THE S.W. 114 OF SEC. 13 AND S.E. OF 1/4 SEC. 14, <br /> 50 5 _ <br /> 150 Z T.4.N., RX.E., M.D.a&M., <br /> Qn <br /> SAN JOAQUIN COUNTY, CAUFORNIA <br /> 1 0 1699-OR-174 & 2137-OR-594 LINE TABLE SHOUP LAND SURVEYING, CLEMENTS, CA. <br /> zPARCEL 6, I.N. 91058623 LINE BEARING DISTANCE <br /> 1" <br /> z W W Ll N88 32 30 W 25.01 SHEET 1 OF 1 SCALE -200' JANUARY, 2014 <br /> - -, W L2 N89 32 30 W 50.97 <br /> 4- O <br /> Ln <br /> m N o p ,� PACE 3m L3 N89 11 11 W —260.04' BASIS OF BEARINGS, <br /> C5 � m o 13L56 AC. o N m law Aa L4 N89 11 11 W 151.95 THE NORTH LINE OF THE N.W. 1/4 SEC. 24, T.4N, R.6E., M.D.B.&M. BEARS <br /> L5 NOD 008'28 V 20.00 SOUTH 88032'30" EAST PER (Rl). <br /> v, aL: <br /> Z Z L 6 N00 08 28 W 145.55 <br /> L7 S89 011'11 E 16.00' STATEMENT OF ME= <br /> o o L8 N00068 28 E 103.01 <br /> L9 S89 11 11 E 66.DO THE PURPOSE OF THIS SURVEY /S TO ESTABLISH AND MONUMENT THE <br /> z o o 5 N ADJUSTED PROPERTY LINES AS DESCRIBED /N NOTICE OF LOT LINE ADJUSTMENT <br /> L 10 N00 08 28 E 52.3 (PA-13-202) RECORDED ON JANUARY 15, 2014 AS DOCUMENT NO <br /> z o �! e►- L 11 S89 11 11 E 229.13 <br /> 'NEW PROPERTY LINE NEAR _ 2014- 004896 , S J.C.R., AND TO CONFORM WITH SECTION 8762 OF THE <br /> CENTER LINE OF GILL CREEK !CENTER OF DIRT ROAD AVENUE o L 12 S00 09 54 W J01.48' PROFESSIONAL LAND SURVEYORS` ACT. <br /> o L 13 SOO"09'54 V 20.01 <br /> N80 <br /> 0,3¢ / L 14 N73 49 36 E 64.03 , <br /> D9 64727 L 17 �S L 16 N88°32'20"W 486.20' L 15 N60°02'57'W 40.37' AAnNt�IUENT'�S FOUND AND SET. <br /> _ L 16 SOO°03 54"E 25.01' ---�-- FD. 3/4" IRON ROD TAGGED "LS 2273" PER (R3), UNLESS NOTED OTHERWISE <br /> - - --- CENTER LINE OF GILL CREEK L 17 N88°32'20"W 5.00' - FD. 3/4" IRON ROD TAGGED "RCE 19638" PER (R1) <br /> 188°32'20"W 491.20' <br /> SFE DETAIL FD. RR SPIKE, NO TAG, <br /> PER WASHER iN 1MON WELL PER R 1 <br /> o - - FD. S J.Co. BOLT & W (� ) �� <br /> o o --0-- SET 3/4"x30" LONG REBAR WITH CAP STAMPED PLS 7736 <br /> n Ln 0 0 <br /> © Ln <br /> zj 1.1�1TiliiLs' — <br /> �, P.M. PARCEL MAP, BOOK PAGE, S.J.C.R. <br /> "' R.S. RECORD OF SURVEY, BOOK-PAGE, SJ.C.R. (R1) R.S. 28-90 <br /> z C, PARCEL 1, 717-OR-163 0, M.&P. MAPS & PLATS, <br /> BOOK-PAGE, SJ.C.R. (R2) R.S. 38-38 <br /> z PARCEL 1, 2137-OR-593 UI S <br /> S.J.C.R. SAN JOAQUINCOUNTY RECORDS (R3) R.S. 8-87 <br /> PARCEL 4, I.N. 91058623 <br /> L 17 L 16 O.R. OFFICIAL RECORDS, SJ.C.R. (R4) P.M. 16-178 <br /> D o �¢ 486.20' IN. INSTRUMENT NUMBER, S.J.C.R. (R5) R.S. 30-72 <br /> ? Z D.N. 2003-073895 0 491.20 D.N. DOCUMENT NUMBER S J.C.R. -248 <br /> z o (R7) N. 85066621 <br /> LEWIS --- (M) MEASURED DISTANCE ( ) <br /> Q � o <br /> S.F.N. SEARCHED, FOUND NOTHING <br /> B.O.B. BASIS OF BEARINGS <br /> 110 <br /> 3 SURVEYOR'S STATEMENT.• <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION <br /> ``' o j ► IN CONFORMANCE W/TH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS <br /> z Q TAIL DEB <br /> NO SCALE ACT AT THE REQUEST OF HENRY LAUCHLAND, IN JANUARY, 2014. <br /> DATED THIS 23rd DAY OF JANUARY, 2014. <br /> LL] 1&12 X W � �P� ANO <br /> o ? WALTER JOHNS UP4, P.L.S. NO. 7736 0 <br /> �' a= WALTER JOHN SH <br /> OUp o <br /> L o i LICENSE EXPIRATION DATE: 121JV15 °" No. 7736 <br /> N ? °"i c, SEC. 14 W SEC. 13 Exp. 12/31/15 <br /> z I V I o kS'J, \� <br /> Doc m: 2014-016883 W p o Q o <br /> 014 02:17:36 PM 0 V ; I SEG COR. PER (R1) ��' 25.01' q�F OF <br /> 02/20/2 � W <br /> Page: 1 of 1 Fee: $9.00 <br /> Kenneth W Blakemore COUNTY SURVEYORS STAMEN <br /> San Joaquin County Recorders Z <br /> Paid B SHOWN ON DOCUMENT �,��; - - THIS MAP HAS BEEN EXAMINED /N ACCORDANCE WITH SECTION 8766 <br /> ■ „ 20.01 M R2 <br /> � )( )—� IL <br /> o OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF _.._..._ <br /> 20.00 M R2 —�' ON. PER R 1 j( )( ) M ) 2014. N*41FD. 3/4" REBAR CAPPED75.98'(M)(R1) tC� MAS M. Ey <br /> AND STAMPED "PLS 7736" ; y��`Z`� 9G <br /> PER (R2) THOMAS M. GAU, RCE 26994 <br /> SEC. 23 I SEC. 24 �., <br /> COUNTY SURVEYORcc <br /> REGISTRATION EXPIRATION DATE. OJIJV 15 No. 26994 <br /> L11 * EXP.3-311.015 <br /> �k <br /> o_ <br /> L9 DETAIL "A,i s�. C I V IV <br /> 00 NO SCALE <br /> qrF of cIM <br /> 114 SEC. COR. PER R1) L7 2'16 Aa FILED THIS DAY OF 2014, AT .M. <br /> SEC. 14 SEC. 13 1/4 SEC. COR. PER (R 1) IN BOOK OF SURVEYS, AT PAGE _meq, AT THE REQUEST OF <br /> WALTER JOHN SHOUP. <br /> SEC. 14 N89 01 I'11 'W 2642.22'(M) 2642.45(R 1) o � �`, 88°32'30"E (B.0.B.) 2628.56'(M)(R 1) � <br /> _ L4 L3 _ _ _ _ FEE. $` <br /> SECTION LINE�� • L 1 - ' <br /> PEL TIER „ „ L 13 ROAD SEC. LINE Y. <br /> SEC. 23 ` L2/ DEPUTY RECORDER <br /> SEC. 23 SEC. 24 z KENNETH W. BLAKEMORE <br /> r�.J Fe.J O ,, ASSESSOR-RECORDER-COUNTY CLERK <br /> ft <br /> 02/10/2014 <br /> 13158R5 DWG <br /> (D.D. SHEET #12) <br />