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FD CHIS '+' <br />3'(W) (M) (9) <br />I I I \ FD GHiS'+' <br />_5.1' (s)(NI), 3.1'(Vj)(M), <br />3'(W)(9) <br />FD CHIS'+' <br />I FD CHIS'+' 14.5'(hJ), 3'(W) FD CHIS'+' <br />I 114.5'(N)(M)(5) (M)('3) <br />I <br />+ <br />_Jr - -- --- - - <br />151.67' <br />rn <br />Cl) <br />O Z <br />w. <br />e,3 <br />U <br />-FD CHIS'+' <br />6'(S),3'(E) <br />(M)(5) <br />80.80' <br />FD CHIS'+' <br />11.5'(W)(M)(5) <br />FD CHIS'+' <br />6'(N) <br />FD CHIS'+' <br />3.15'(N), 11.9'(W) <br />I <br />FD CHIS'+' I <br />5.1' (S)(M) 5'(S)(90) <br />PI <br />rl <br />i <br />N78 -24'23"E "1071.76' <br />303.35'(M) (300') ------- - -- <br />151.68' <br />SFN _J <br />Block 75 <br />1 3 5 7 <br />- 80.80' - <br />SFN <br />1\178"24'23"E 687.54' <br />Miner Avenue <br />FD CHIS'+' <br />303.35'(1VI) (300') <br />-202.23'(M) (200') '-- <br />Block: 7E <br />FD CHIS'+' <br />5'(E)(M)(12) <br />101.12'(M) (100') <br />SFN <br />_P 5 7 9 11 <br />oLOT LINE-. ' <br />FD CHIS'+' o (TYPICAL} \ m (7 <br />o : 12.5'(E)(M)(2) :S78`24'03"W: 303.35' '� N <br />o <br />CO o 101.11'(M) (1001 <br />Lo <br />_ 13 10 /5 _ _ o /3 °rte o o' /5 O <br />p G O O �_ t(7 M' O aJ <br />'�+ 0 0 0 o: o <br />O(`7 ................................... O ...................................... M Z <br />m.. g ......................... <br />S78023'48"W :101.12' Ln <br />Z o r />J o m o r- 00 <br />m 14 z S78`23'40"W 151.65' r' o /4 35,748 SF m q N <br />M oM o I.N.96032863 ° U) o <br />co <br />.............................................................................. z <br />/ 0 101.12'(M) (100') <br />U :S'78°23'40"W 303.30' / ;p <br />_ S78°23'33"W: 303.35' FD CHIS'+' <br />a a)N 17,596 SF: o a CO o 0 10,213 SF o0 5'(E)(M)(12), <br />E a I.1\1.93029787 o z v D.N.2019-050781 0.10'(S)(M) <br />Q 4 ° r3 10 12 C-6 to 2 4 s� S /0 12 <br />oFD CHIS'+' <br />o ® o 0 5'(W)(M)(12), <br />0 0 3.1'(S)(M) <br />SFN U) /-SFN SFN <br />r T(S)(12 <br />) <br />SFN 02.23'(M) (200') (100)151.63'(M) (15 - <br />- - -Q - - - 303.26'(M) (300') �� Q, 303.35'(M) (300') .--,K 80.80' 5'(S), 5 (W) FD CHIS'' Channel Street I o�-5'(S),5'(E) 13"L �5 (S) 5(U') i0.: 3 (N))(A); 10.5'(N)(1'1) FD CHIS'+' <br />�I 10.1' N FD CHIS'+' <br />I � ( ) � 3'(N)(M}(6), <br />./ w3'(N)(M)(1) I <br />51.72 SFN- + 303.35'(M) (300') 3'(E)(M)(6) <br />SFN-_f 1,� 102.30'(M}(1) 200.95'(M)201.00'(1) --- -- 80.80'--- '101.12(M)(100')- 202.23'(M):(200') <br />303.'25'(M) (300') SFN co 00 : FD CHI,` _./ <br />00 <br />N78°23'13"E LD 1152.21'h h o (S) (M), <br />0 2.95'(E)(M} <br />I.N.00605983 3'(E)(6) <br />l 5 7 9 Il <br />Block OV nr oomm� nrt qn, <br />NOTES: <br />1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS <br />AND BOOK OR VOLUME PRECEDES PAGE. <br />2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br />3. THE MONUMENTS AT THE INTERSECTIONS OF WEBER AVENUE <br />AND AMERICAN STREET, STANISLAUS STREET AND GRANT <br />STREET APPEAR TO HAVE BEEN DESTROYED AND NOT <br />REPLACED DURING THE RECONSTRUCTION `JF WEBER <br />AVENUE. THE NORTH LINE OF WEBER AVENUE WAS <br />ESTABLISHED FROM IMPROVEMENTS. <br />S:\Projects\2019\19018\3-Drdv>ings\19018_RS.dv,g 01/31/20 4:13PM-JELSON-XREFS: 18r.2r5FTl-RS-PN.DWG <br />I� <br />0 <br />�I,D CHIS'+' <br />2.9'(N)(M), <br />3(N)(6) <br />1 1'-9"(E)(N1)(6) <br />o <br />REFERENCES <br />S78°23'06"W 303.35 <br />Z <br />n50.56' <br />a <br />v........................ <br />R.S. 93 <br />M <br />BASIS OF BEARINGS <br />.....-..... <br />E <br />C.H.W. <br />.-247 <br />SFN <br />SEARCHED, FOUND NOTHING <br />(50') °o <br />RE- <br />C.N.W. R-247 <br />38,476 SF <br />N <br />(4) <br />C.H.W. <br />Block J <br />M <br />DOCUMENT NUMBER <br />D.N. 2018-117741 <br />P.M. 100 <br />I. N, <br />INSTRUMENT NUMBER <br />/.3 N <br />n <br />/4 <br />Co <br />CQ <br />// <br />578`23'09"W <br />S <br />o <br />0 <br />303.35' <br />00005983 <br />N/..,v <br />RECORD OF SURVEY <br />....... ...... ................ .. r,{). <br />5) <br />50.56'(M) <br />........................ <br />Lo <br />C <br />N <br />(9) <br />P.M.R. <br />.h1 5 196 <br />co . <br />(50) <br />(10) <br />C.H.W. AA -186 <br />+ <br />FD. CHIS '+' AS NOTED. <br />.O <br />- z <br />o <br />U ' <br />RECORD DISTANCE PER "EAST OF <br />(12) <br />R.S. 32-90 <br />2 4 F <br />z 3 <br />5 /0 12 <br />(M) <br />MEASURED 0Je I1: 2320-029332 <br />03/39/2020 03:45:54 Nd1 <br />�. <br />co <br />co <br />an Joaquin Cuunty Recorders <br />r (50') <br />50.56'(M) <br />z <br />101.11'(M)(100-) <br />- - - - - NOTE 37__ S78"23'02"W 303.36(M) (300') C. - - - - - - <br />010W) Weber Avenue 5(S),5(E) <br />CHIS'+' <br />Main Street 'q 5'(E).5'(S) <br />I� i <br />D.D. SHEET 31D <br />FD CHIS'+' N78022'22"E 384.15' <br />5.1'(W)(M) 5'(7), FD CHIS'+' FD CHIS'+' <br />5'(S)(N1)(7) <br />92.75 <br />NI8°22.'2..2 G 227.54' <br />FD CHIS'+' <br />+80.80' <br />I I <br />I� I <br />I� I <br />-FDCHiS'* <br />0.1'(N), 5 (E) <br />7Ja' 1 (D7 <br />BAUMBACH & PIAZZA, INC. 323 W. Elrn St. <br />Lodi, CA 95240 <br />CIVII.- E__rVGINE=ERs 0 SURVIEYO.RS 209.368.6618 <br />www.bpengirieers.net <br />RECORD OF SURVEY 6 <br />c^J <br />of a portion of EAST OF CENTER STREET It <br />within Section 20 of the C.M. Weber Grant <br />City of Stockton,. California <br />September, 2019 Scale: 1"=60' <br />Sheet 1 of 1 <br />BASIS OF BEARINGS: <br />THE WEST LINE OF GRANT STREET HAS AN ASSUMED BEARING OF <br />N 11039'56" W. <br />SURVEYOR'S STATEMENT: <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE <br />PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF DEL NORDBY IN <br />APRIL 2019. <br />DATED THIS51r_ 3� DAY OF JAM VA(Vi 202b. SPL L N <br />C'' <br />/-JOSHUA COOK ELSON, P.L.S. 7889 No. L 7889 <br />LICENSE EXPIRATION DATE: 12/31/2019 * Exp. 12/31/19 *� <br />COUNTY SURVEYOR'S STATEMENT: <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE, WI'T'H SECTION 8766 OF THE <br />FD CHIS'+' PROFESSIONAL LAND SURVEYORS' ACT THIS !�~` DAY OF c6_1 fUkR_Y <br />I 20 Z&_. <br />5.2'(W) <br />/AMS E <br />E. HART, L.S. 8657 <br />COUNTY SURVEYOR Qr�l <br />LICENSE <br />No. 8657 <br />RECORDER'S STATEMENT: <br />FILED THIS "1* DAY OF 1'VrlALfF -, 20WATYMP"k. IN <br />BOOK 59 OF SURVEYS, AT PAGE_1k_1. AT THE REQUEST <br />OF 10SHU.A COOK ELSON. <br />QQ <br />FEE: $ 1V <br />BY: <br />STEVE 3.BESTOLARIDES ASSISTANT/DEPUTY <br />ASSESSOR -RECORDER -COUNTY CLERK <br />LEGEND: <br />REFERENCES <br />(1) <br />R.S. 93 <br />B.O.B. <br />BASIS OF BEARINGS <br />(2) <br />E <br />C.H.W. <br />.-247 <br />SFN <br />SEARCHED, FOUND NOTHING <br />(3) <br />RE- <br />C.N.W. R-247 <br />FD <br />FOUND <br />(4) <br />C.H.W. <br />D. N. <br />DOCUMENT NUMBER <br />(5) <br />P.M. 100 <br />I. N, <br />INSTRUMENT NUMBER <br />(6) <br />C.H.W.HH- <br />C.H. HH-053 <br />H. W. <br />CHARLIE WIDDOWS MAP <br />(7) <br />8-6 <br />P.M. 8- <br />P.M. <br />PARCEL MAF <br />(8j <br />00005983 <br />S. <br />RECORD OF SURVEY <br />CJ <br />SET 1.25" DIAMETER BRASS DISK <br />(9) <br />P.M.R. <br />.h1 5 196 <br />STAMPED "ELSON LS 7889". <br />(10) <br />C.H.W. AA -186 <br />+ <br />FD. CHIS '+' AS NOTED. <br />(11) <br />C.H.W. AA -733 <br />O <br />RECORD DISTANCE PER "EAST OF <br />(12) <br />R.S. 32-90 <br />CENTER STREET" <br />(M) <br />MEASURED 0Je I1: 2320-029332 <br />03/39/2020 03:45:54 Nd1 <br />Page: 1 of 1 Fee: $95.00 <br />Sieve J. Bestalarides <br />an Joaquin Cuunty Recorders <br />Paid By SHOWN ON JOCUfiENT <br />a <br />4240-A <br />