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N78°23'32"E (BASIS OF BEARINGS) 3074.00'(M) 3073.75'(GRID)(R1) <br />V------- <br />--------------------------------------------------• <br />FD. 2.5" BRASS DISK / FD. 2.5" BRASS DISK <br />IN MONUMENT WELL / IN MONUMENT WELL <br />PER (R1), STAMPED "7S-1" ti / PER (R1), STAMPED "1 S-9" <br />C.O.S. POINT NO. 237 C.O.S. POINT N0. 26 <br />N 2172046.71 (R1) > i / N 2172665.18 (R1) <br />E 6331241.43 (R1) ^ / E 6334252.32 (R1) <br />FD. CUT 13 " + <br />5' NORTH PER (R3)(R4) AND / <br />3 WEST PER (R2)(R3)(R4) <br />M M O / <br />"' N78'23'15"E 384.41'(M), (N78°25'00"E)(R3) (384.03')(R3) co Z� <br />-- - - - - - - - - - - - - -�-- - - - -- <br />M LINDSAY STREET M / I <br />/ SFN <br />• m N78°23'15"E 303.61'(M), (N78°06'30"E)(R4) (303.24')(R4) `o /+ PER (R2)63)(R4) <br />I f <br />151.81' i J/ i \� i 151.81' <br />I I I I i I <br />MA <br />i I I I I <br />I I I I I <br />40.4' I 40.4' i i 4- I 40.4' <br />I I I i <br />I ! I I I <br />J i 1 J JJ <br />O ! I I O <br />� <br />I I I i i <br />I I I I I <br />LO I LO <br />I I I I i <br />SFN ; ; i SFN I H <br />PER (R4) ; ' — _ -a - _ PER (R4) , W <br />F- +� --�_ —�— -_ — _ra _._ _.__ + LLJ <br />LLJ ' <br />a N' J _' 79 of ' I r o' �' I N to <br />I"- DO 00 J O rrj �� J) W 0) <br />n I N o f N78°23'15"E I 303.64' o I r <br />202.43' % N w <br />7�) <br />O ` <br />101.21 f 5 0.6 1 1! 151.82 _ i Q <br />d <br />.-. r Of <br />Z Z I o Q o 0 20,472 s .ft J " I U O <br />q 6 <br />� I � LO Q LO <br />� NOTHING SET; ';n <br />BUILDING AT CORNER Q <br />J J 50.61 ' i 50 61 ' ri <br />` O <br />' 101,.22' 101.22' -% 101.22' w <br />S78'23' 15"W 303.65' <br />I <br />O i i O <br />Z I 0) LO I 14- LO� ,� r- <br />L0 LO <br />40.4' 40.4' i i cn <br />-p <br />o f 12 40.4' 40.4' <br />FD. CUT "+» ! z Z / N <br />3.00' SOUTH AND <br />5.20' EAST PER (R2) ' I <br />I I � <br />101.22' <br />101.22' f 50.61 ' �i� 50.61 ' 101.22' <br />S+FN\- <br />PER' (R2)(R4)(R6) <br />FD. 2" BRASS DISK <br />IN MONUMENT WELL <br />PER C.R. 22-134 <br />15.00' SOUTH OF <br />CENTER LINE <br />FD. CUT "+" PER (R6) <br />0.15' EAST AND 0.16' SOUTH PER (R2) <br />O O +SFN <br />S78'23'15"W 303.67' M , S78'06'30"W R4 303.24' R4 PER R4 I <br />MINER AVENUE ' <br />N78°23'15"E(R2) 384.47'(M), (384.50')(R2) <br />LO FD. CUT <br />LO 3' NORTH OF SOUTH LINE PER (R2) <br />FD. CUT "+" PER (R2) <br />D.D. SHEET NO. 31 D <br />FD. CUT <br />' 71 3' EAST OF WEST LINE PER (R2) ' <br />Doc #: 2025-019388 <br />03/07/2025 09:33:13 AM <br />Page: 1 of 2 Fee: $98.00 <br />Steve J. Bestolarides <br />San Joaquin County Recorders <br />Paid By: SHOWN ON DOCUMENT <br />11119R,RLA"'Ni"ll011111 <br />REFERENCES <br />(R1) .... <br />R.S. <br />35-5 <br />(R2) .... <br />R.S. <br />41-32 <br />(R3) .... <br />R.S. <br />40-40 <br />(R4) .... <br />P.M. <br />12-114 <br />(R5) .... <br />R.S. <br />38-192 <br />(R6) .... <br />R.S. <br />36-134 <br />(R7) .... <br />P.M. <br />25-123 <br />STATEMENT OF PURPOSE <br />THIS MAP IS BEING FILED PURSUANT TO SECTION <br />8762 (b)(5) OF THE PROFESSIONAL LAND <br />SURVEYORS' ACT. <br />BASIS OF BEARINGS <br />COORDINATES AND BEARINGS ARE BASED ON ZONE <br />3 OF THE CALIFORNIA COORDINATE SYSTEM NAD83, <br />EPOCH 1991.35. A LINE BETWEEN CITY OF <br />STOCKTON MONUMENTS NO. 237 AND NO. 26 <br />BEARS NORTH 78`23'32" EAST, AS CALCULATED <br />FROM COORDINATES SHOWN ON RECORD OF <br />SURVEY, FILED FOR RECORD IN BOOK 35 OF <br />SURVEYS, AT PAGE 5, S.J.C.R. ALL DISTANCES <br />SHOWN ARE GROUND DISTANCES. TO CONVERT TO <br />GRID DISTANCES MULTIPLY GROUND DISTANCE BY <br />0.99994013. <br />• <br />FD. CUT "+" 5.20' SOUTH <br />AND 0.70' WEST PER (R2) <br />FD. CUT "+" 3.22' NORTH <br />AND 3.00' WEST PER (R2) <br />• <br />111111111111111111111 <br />N <br />0 20 40 60 <br />SCALE: 1 to = 40' <br />RECORD OF SURVEY <br />A PORTION OF BLOCK 79, "EAST OF CENTER STREET", <br />AND LYING IN SECTION 20 OF THE C.M. WEBER GRANT, <br />CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br />FEBRUARY, 2025 <br />TOP ENGINEERING INC. <br />CIVIL ENGINEERING, LAND SURVEYING, PLANNING <br />PHONE: (916) 342-3657 <br />4811 CHIPPENDALE DRIVE, SUITE 207, SACRAMENTO, CA 95841 <br />LEGEND <br />--0- SET 1-1 /4" BRASS DISK STAMPED "PLS 9625" <br />-0SET 1-1 /4" BRASS DISK STAMPED "PLS 9625" 2.00' FROM <br />PROPERTY CORNER ALONG SIDELINE PROJECTION OF PARCEL <br />IN SIDEWALK <br />FOUND MONUMENT AS NOTED <br />-•Q-- FOUND MONUMENT IN MONUMENT BOX <br />SFN SEARCHED, FOUND NOTHING <br />(R1) SEE REFERENCES THIS SHEET <br />(C) CALCULATED <br />(M) MEASURED DISTANCE <br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br />S.J.C.S.R. SAN JOAQUIN COUNTY SURVEYOR'S RECORDS <br />R.S. RECORD OF SURVEY, BOOK & PAGE, S.J.C.R. <br />P.M. PARCEL MAP, BOOK & PAGE, S.J.C.R. <br />FD. FOUND <br />C.R. CORNER RECORD, S.J.C.S.R. <br />PROJECT BOUNDARY <br />- - - CENTERLINE <br />- - - - EXISTING LOT LINE <br />16 LOT NUMBER PER "EAST OF CENTER STREET" <br />79 BLOCK NUMBER <br />D.N. DOCUMENT NUMBER, S.J.C.R. <br />SURVEYOR'S STATEMENT <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR <br />UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS <br />OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST <br />OF ZACHARY PACHECO IN DECEMBER, 2024. <br />DATED THIS Z 14 DAY OF FESI R)t 2029 <br />VAL TARASYtV, P.L.S. 9625 <br />COUNTY SURVEYOR'S STATEMENT <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION <br />8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS <br />MARCO <br />DAY OF 20 2S L4/vps <br />7 S E y9� P <br />a LICENSE 6 <br />JAMES E. HART, L.S. 8657 * Na• 8657 <br />COUNTY SURVEYOR <br />CA <br />RECORDER'S STATEMENT <br />FILED THIS T14DAY OFC20 AT A.M. .M. IN <br />BOOK 41 , OF SURVEYS, AT PAGE 00 AT THE REQUEST OF TOP <br />ENGINEERING INC. <br />FEE: $ e <br />a <br />zZ "W. OtIG� BY: <br />STEVE J* BESTOLARIDES A&&6 T/DEPUTY RECORDER <br />ASSESSOR -RECORDER- -MY r� , & 1 VMA- <br />COUNTY CLERK SHEET 1 OF 2 <br />