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LEGEND:
<br />FD.&ACCEPTED_-
<br />i
<br />----}------
<br />NO REFERENCE
<br />-——+-
<br />»
<br />___0_SET 3/4x 30 IRON PIPE, TAGGED LS 6946, U.O.N.
<br />CUT X, 5.00' E. . - -
<br />TNO;
<br />REFERENCE
<br />; ;
<br />I
<br />SFN (JJ -237)
<br />(100
<br />�
<br />101
<br />f— FOUND MONUMENT AS NOTED
<br />I
<br />99
<br />- - - - -
<br />- EXISTING PROPERTY LINE
<br />—
<br />W
<br />FD FOUND
<br />17_
<br />— — —
<br />T 7
<br />L—
<br />1°1
<br />SFN SEARCHED, FOUND NOTHING
<br />I
<br />27.5' 27.5",
<br />COORDINATE SYSTEM NAD83, EPOCH 1991.35. A LINE BETWEEN CITY OF
<br />STOCKTON MONUMENTS NO. 237 AND NO. 26 BEARS NORTH 78 2332" EAST
<br />------------------1EXISTING
<br />FLOWLINE
<br />(A) SEE REFERENCES THIS SHEET
<br />I
<br />I
<br />I.
<br />i Z
<br />27.5'i27.5:
<br />LOT NUMBER PER "EAST OF CENTER STREET"
<br />(M) MEASURED
<br />I/ I)
<br />FD. CL1T I
<br />AS CALCULATED FROM COORDINATES SHOWN ON RECORD OF SURVEY, FILED
<br />FD. &' ACCEPTED
<br />I
<br />S. J. C. R SAN JOAQUIN COUNTY RECORDS
<br />SFN (AA -760)
<br />j
<br />I
<br />CUT X, 5.00'W.
<br />I
<br />I
<br />S. J. C. S. R. SAN JOAQUIN COUNTY SURVEYORS RECORDS
<br />I
<br />40.4 40.4'
<br />3.00' W. (JJ -237)
<br />91
<br />40.4' i 40.4'
<br />NO REFERENCE
<br />SHOWN ARE GROUND DISTANCES. TO CONVERT GROUND TO GRID DISTANCES
<br />MULTIPLY GROUND DISTANCE BY 0.99994013.
<br />D.N. DOCUMENT NUMBER, S.J.C.R.
<br />I,
<br />1I ,•
<br />y0- /6ca�J�
<br />RECORD QF SURVEY
<br />OF A PORTION OF BLOCK 83, "EAST OF CENTER
<br />STREET", AND LYING IN SECTION 20 OF THE C.M.
<br />WEBER GRANT, CITY OF STOCKTON,
<br />COUNTY OF SAN JOAOUIN, STATE OF CALIFORNIA
<br />RAPRIL., 2023
<br />---------------------------------------------------------------------------------------------------------------------------------------------------------------THSTAR ENGINEERING GROUP, INC
<br />O.R. OFF/ CI AL RECORDS, S.J.C.R.
<br />C. O. S. CITY of STOCKTON -FREMONT — -t--------------- - ; - - STREET -
<br />-620 12th Street, Modesto, C,4 95354
<br />U.O.N. UNLESS OTHERWISE NOTED ---------------------------------------- ,� I ;--------------------------------------------------------------------- - I ';---------------------------------------------- - (209) 524-3525
<br />-PM PARCEL MAP, BOOK &PAGE, S.J.C.R. FD. CUT X, 5.00' FD. & ACCEPTED
<br />-S- RECORD OF SURVEY, BOOK & PAGE, S.J.C.R. E. (AA -760)I j CUT X, 5.00'E.
<br />PROJECT BOUNDARY i�
<br />-
<br />NO REFERENCE
<br />1
<br />BASIS OF BEARIN ►GS:
<br />CENTERLINE
<br />- - - - -
<br />- EXISTING PROPERTY LINE
<br />W
<br />i
<br />COORDINATES AND BEARINGS ARE BASED ON ZONE 3 OF THE CALIFORNIA
<br />— — —
<br />LOT LINES PER "EAST OF CENTER STREET"
<br />L—
<br />1°1
<br />I—
<br />COORDINATE SYSTEM NAD83, EPOCH 1991.35. A LINE BETWEEN CITY OF
<br />STOCKTON MONUMENTS NO. 237 AND NO. 26 BEARS NORTH 78 2332" EAST
<br />------------------1EXISTING
<br />FLOWLINE
<br />— —1
<br />1
<br />LOT NUMBER PER "EAST OF CENTER STREET"
<br />AS CALCULATED FROM COORDINATES SHOWN ON RECORD OF SURVEY, FILED
<br />71
<br />BLOCK NUMBER
<br />I
<br />SFN (AA -760)
<br />j
<br />I
<br />FOR RECORD IN BOOK 35 OF SURVEYS, AT PAGE 5, S.J.C.R. ALL DISTANCES
<br />I.N.
<br />INSTRUMENT NUMBER, S. J. C. R.
<br />�
<br />27.5' 27.5';
<br />---�---
<br />91
<br />27.5'I 27.5';
<br />1
<br />— — 92 -
<br />SHOWN ARE GROUND DISTANCES. TO CONVERT GROUND TO GRID DISTANCES
<br />MULTIPLY GROUND DISTANCE BY 0.99994013.
<br />CR- CORNER RECORD, S. J. C. S. R. FD. & ACCEPTED
<br />176 UNRECORDED SURVEY BY CHAS. H. WIDDOWS, S.J.C.S.R. i I CUT X, 4.92E. SFN (N-62)
<br />NO REFERENCE
<br />3.03'N. DISTANCE AND DIRECTION OF FOUND MONUMENT FROM IFD. &ACC EPTED' CUT
<br />RIGHT-OF-WAY LINEi FD. 1 "BRASS DESK X, 5.00E , 4.00'S.
<br />( "LS 8501 " PER (B), NO REFERENCE
<br />I 3.07'N. (M) 3.00'N.(B) FD. & ACCEPTED I FD. CUT X (B), FD. CUT X, 2.18 N.; I Rb 506
<br />FD. NAIL &BRASS � ; � � � I J � r SFN (BB -506)
<br />i & 0.21 W. OF LOT LINE 5.00 E.(M) 5.05 (B),
<br />TAG "LS 6953 PER i CUT X, 4.00'S. i NO RECORD; NOT i
<br />CR- 22-260, i i i NO REFERENCE !i 3.08'N. 3'(8) ACCEPTED i ^
<br />22'S. �
<br />•,
<br />------------------I----------------------�------------------------------ - - - - --- -^� --- --------------------------------------- --------------------------A_�-a
<br />------------------------------
<br />------------------------------------
<br />---------------
<br />SFN(AA-721) ----- SFN (N-62) LINDSAY - - - - - - - - - - STREET - 0 - - - - - --- -.------------------- ----------------Q---------_,---------------------------------^_-------------------------------- ------------------------_____-^----------____---------____ ____----------____--------------____-- ------------------------_-------------------------___-
<br />40.4' 40.4 FD. 1" BRASS DISK "LS 8501" i I 40.4' 140.4' F'�F'�;�OJ I�FD: & ACCEPTED CUT X„ i FD. ACCEP D CUT X,
<br />FD. CUT X, 1.37N.; NO ; I I i PER (B), 3.18'N. (M) 3.00N. (B) ,
<br />RECORD NOT ACCEPTED I I i 1 I ( I - - l - - I ( 2.00 N. • NO REFERENCE ; 5.00'N.; NO REFERENCE
<br />& 0.12'W. OF LOT LINE ' I
<br />1 I I I I FD. CUT X, 2.00'N. FD. CUT X, 1.78'N.;
<br />FD. &ACCEPTED FD & I ACCEP�ED J SFN ' I I (BB -309) I I
<br />I I CUT X, 4.92' EI N i I NO RECORD; NOT
<br />SFN {AA- 721) (BB 309 I I I ACCEPTED,
<br />NOI REFERENCE - i i i CUT X, 12.40 W. -+- �t,\ — I _FD. CUT X (BB-309),—
<br />�► - I 1 2.16'N.(M) 2' (BB -309), 0.09'W.-
<br />5-F'l�1-19� SFN (B) 1 1
<br />1 FD. CUT X 4.08'W. & 0.06'N.;
<br />i SFN NO RECORD; NOT ACCEPTED 1 1
<br />��1- 185
<br />27.4'127.5'1 — t.S
<br />r27.5' 27.5'1,i �--FD. CUTX, 4.00'W.(M)(BB-309)FD. & ACCEPTED ! S D J- 1 0 7 SFN (B) FD. CUT X, 5.00E. (M) 4.95E. (B); --------CUT X, 4.00 E. - -(HH-178)- FD. CUT X, 4.35E., NO RECORD F_ 7O NO REFEREN E 1 i( NOT ACCEPTED FD. CUT X 0.34N. NO_ ft
<br />SFN M I� I I I RECORD, NOT ACCEPTED
<br />J
<br />AA -40 � I ; ( ,1 I 40.4 40.4, �
<br />Q 1 ; FD. CUT X (B , I I I ` I i i FD. CUT X, 4.70 E. & I I I I I I
<br />U 1
<br />3.67'W(M) I 4.34S. (M) 5'E & 5'S. (B) & E F J 8 77 FD. CUT X 4.50'S. (M) I
<br />EE- 20 5 40.4' { 40.4' 3.00'W. (B)(G) 0.38'N. - I I (AA -186); 5.1 'S. & 5'E. (G) I 5'S.(32 -S-90) 5.1'S. (G) I
<br />;o u SFN SFN
<br />to SFN (B) SFN (HH -137) � o, `�
<br />LO
<br />U) (AA -405) (EE -206) ( HH -137 (DD -191) M L
<br />- -- - - -
<br />N - - —MINER � AVENUE
<br />L0 °� SFN a°p, SFN (HH -178) "n tr)I o, 'n
<br />(JJ -358) LO
<br />Sly (G)� Lf) M' DD 191)`n 1 SFN (G)-------------------- ------------ ---- "- t �--- {
<br />- jLO
<br />------ ----- LO •----------------------------------------------------� i ------------------------------- ------------------------ /
<br />FD. NAIL & TAG 0.69S.; I SFN • FD. CUT X 5.66N.(M
<br />I FD. CUT X 15.16'N.(M) Z � (
<br />14.5'N. (G); DID NOT USE (J SFN (R-247) I SFN (G) SFN (G) NO RECORD; NOT ACCEPTED I I (32-S-90) 5'N. (32-S-90)
<br />SCALE. I"= 80' ' FD. CUT X 2.07'S.; NO V S J S J DO
<br />RECORD; NOT ACCEPTED id; 35r — - - - CHANNEL STREET —
<br />k 7 Z REFERENCES:
<br />i
<br />W �-FD. 1-1 4" BRASS DISK "ELSON LS 7889" (A) RECORD OF SURVEY, BOOK 35, PAGE 5, S.J.C.R. SFN (AA -259) I"' / (B) RECORD OF SURVEY, BOOK 39, PAGE 197, S.J.C.R.
<br />JAA-259 a ! PER (G) AT NW. COR. BLOCK 69 (C) RECORD DISTANCE PER EAST OF CENTER STREET
<br />SFN (AA -259) l 26.4' 27.5'1,68 (D) BOOK A DEEDS, Vol. 47, Pg. 543, S.J.C.R.
<br />74 1 FD. 1-1 /4" BRASS DISK, "ELSON LS 7889" (F) INSTRUMENT MAP,
<br />94047453 PAGE196,
<br />JC. R. S.J.C.R.
<br />i 1 �1 () ,
<br />1 1 PER (G) 5.00'W. (M)(G) FROM SW. COR. (G) RECORD OF SURVEY, BOOK 39, PAGE 167, S.J.C.R.
<br />i 40.4' { 40.4' BLOCK 69
<br />40.4'
<br />140.4 —
<br />I
<br />MAIN STREET
<br />(D.O. SHEET NO. 31-D) K:\J22-3033 Passeggiata Apartments \D WG \Mapping \ROS—LLA \22-3033 ROS.dwg
<br />qCP - 162 A
<br />SHEET 2 OF 3
<br />
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