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r <br />42.50' i <br />C-3 <br />(M)(R2) <br />cn p <br />� U <br />g Y <br />a <br />fVu�(i� <br />ITR <br />0 <br />m <br />i <br />ry <br />i <br />J <br />I <br />F <br />cv <br />o <br />r- <br />� `7 co <br />it <br />� rf <br />o <br />871 °53'09"W 119_85'(M�R2� <br />R=75.00' L=117.95' <br />\-A=90°06'20" CH=S26°49'59"W <br />106.16'(M)(R2) <br />S71 °53'09"W 931.21' <br />S71 °53'09"W <br />R=1000.00' L=64.20' A=3°40'43" 33.12'(M)(R2) <br />CH=S70°02'48"W 64.19'(M)(R2)\ <br />YOSEMITE AVENUE <br />N0009'46"E 52.65' <br />S71 °53'09"W 744A7'(M)(R2) <br />z S68°12'26"W 122.81'(M)(R2) S18°06'50"E 13.01'(M)(R2) o <br />_ N70039'23"E 142.71' <br />N70°39`23"E 223.41' T <br />7R=1000-00'L=64.20'A=3'40'43" R=327.25' L=47.12' - - - -� - 10' WIDE P.U.E. <br />CH=N 70°02'48"E 64. 1 9'(M)(R2) A=8°14'57" DEDICATED THIS MAP <br />CH=S74°46'51"W 47.07' R=301 L=43.34 <br />A=8014''557" R=75.00' L=143.34' 1 <br />` <br />CH=N74°46'51 "E 43.30' A=109030'22" <br />CH=N54'35'26"W 122.50' <br />i tr <br />2,50, <br />L <br />�, h <br />o er <br />?� o <br />A r�' <br />UJI <br />O.R. <br />R. <br />FD. 314" I.P. <br />RECORD OF SURVEY BOOK -PAGE <br />I� <br />"L.S. 6186" <br />FD. <br />PER (R1) <br />D.N. <br />121.97` M <br />RB, <br />ui <br />I.P. <br />2 <br />I <br />P.U.E. <br />cn <br />(R) <br />RADIAL BEARING <br />j <br />5r <br />PARCEL 1 <br />BRASS DISK <br />CL <br />°cal <br />RIW <br />RIGHT OF WAY <br />SFN <br />o <br />23.905 AC± GROSS �` <br />I <br />(R#) <br />in <br />PAR <br />PARCEL <br />M= <br />MEASURED <br />20.654 AC± NET <br />R=158.50' L=33.92' <br />CHORD <br />DESIGNATED L= <br />10` WIDE P.U.E.A=12015'42"- <br />R= <br />i <br />REMAINDER A= <br />CENTRAL ANGLE <br />r-- <br />INSTRUMENT NUMBER <br />LLA <br />LOT LINE ADJUSTMENT <br />DEDICATED THIS MAP <br />FOUND MONUMENT, SEE SHEET 3 <br />O <br />FOUND MONUMENT IN MONUMENT WELL, SEE SHEET 3 <br />CH=S5°58'06"E 33.86' <br />SET 314" REBAR WITH CAP P.L S 8660 IN MONUMENT <br />WELL <br />--0- <br />SET 314" REBAR MONUMENT (SEE NOTE BELOW) <br />EXTERIOR BOUNDARY LINE <br />PARCEL LINE <br />R=158.50' L=33.92' <br />RIGHT-OF-WAY LINE <br />- <br />E <br />I <br />�, <br />S12°05'57"E 26.63' - <br />CENTERLINE <br />©=12°15'44" <br />MONUMENTS SET: <br />REBAR 314" IN DIAMETER; 30" LONG WITH <br />CAP ATTACHED AND STAMPED "P.L.S. 8660" <br />SHOWN THUS, OR AS NOTED: <br />CH=N6°17'37"E 33.86' <br />in <br />R=141.50' L=30.28 <br />1(/ <br />N12°25'29"E 26.63 <br />R=172.00' L=55.45' <br />I <br />o <br />'A=12'15'42 <br />CH=NS58 06"W 30.22 <br />740 <br />� <br />- <br />R=141.50' L=30.28' <br />- ' <br />1 <br />A=18°28'17" CH=N8°59'02"W <br />55 21'(M)(R2) <br />� <br />���1 <br />' <br />A=12°15'44" <br />� <br />` <br />'' <br />/ tS <br />CH=S6 17'37"W 30.23' <br />Q <br />I <br />0 <br />00 <br />01 CD <br />z � �t`�o ry�o 30'�^ <br />o.' 1Gc�1v'Go <br />' 31.79'(M) c,3 I �. S 10` WIDE P.U.E. <br />196 80° 51Q7"E 41.01, DEDICATED THIS MAP rn <br />R=108.00' L-38.43' w <br />!u 01 30' 60' 120' <br />i A=20°23'24" <br />CH=N10°26'48"E <br />38.23'(M)(R2) SCALE_ 1"=60' <br />Ell <br />` SEE DETAIL A I LL' <br />ON SHEET 7 ! N89°48'18"W 121.99' v u <br />I Z_ U) <br />10 WIDE P.U.E. I <br />DEDICATED THIS MAP <br />colI <br />W 41.10 f <br />I wi S81°1326 i <br />SEE DETAIL A <br />�o Pow ro �� I THIS SHEET <br />'o447 <br />G' ! <br />DETAIL A <br />I DETAIL 1-=20- o , DESIGNATED <br />REMAINDER <br />N89 50-15"W (R) <br />Q <br />. C <br />F <br />D. 1' I.P. WICAP "& CO ­LS 5978", N46012'52"E 0.14' (R1) <br />S71 °53'09"W 334.89' <br />vi ow. Pa,., ( & <br />S18°06'51'E 17.00' SB,g°4923n ! " <br />NOT A PART <br />S71 °53'09"W 258.05' E 81, f�,J <br />R=75.00' L=93.89' <br />A=71'43'24" FD. 314" I.P. "L.S. 6186" PER (R1) <br />CH=S36°01'27"W 87.87' N0010'37"E 38.28'(M)(R1 <br />REFERENCES: <br />ALL RECORDS USED ARE SAN JOAQUIN COUNTY <br />RECORDS (S.J.C.R.), UNLESS OTHERWISE NOTED. <br />(R1) R.S. 36-139 <br />(R2) 26 -PM -170 <br />LEGEND: <br />O.R. <br />ry� <br />FD. 314" I.P. <br />RECORD OF SURVEY BOOK -PAGE <br />I� <br />"L.S. 6186" <br />FD. <br />PER (R1) <br />D.N. <br />121.97` M <br />RB, <br />S18°06'51'E 17.00' SB,g°4923n ! " <br />NOT A PART <br />S71 °53'09"W 258.05' E 81, f�,J <br />R=75.00' L=93.89' <br />A=71'43'24" FD. 314" I.P. "L.S. 6186" PER (R1) <br />CH=S36°01'27"W 87.87' N0010'37"E 38.28'(M)(R1 <br />REFERENCES: <br />ALL RECORDS USED ARE SAN JOAQUIN COUNTY <br />RECORDS (S.J.C.R.), UNLESS OTHERWISE NOTED. <br />(R1) R.S. 36-139 <br />(R2) 26 -PM -170 <br />LEGEND: <br />O.R. <br />OFFICIAL RECORDS, BOOK -PAGE <br />R.S. <br />RECORD OF SURVEY BOOK -PAGE <br />P.M. <br />PARCEL MAP BOOK -PAGE <br />FD. <br />FOUND <br />D.N. <br />DOCUMENT NUMBER <br />RB, <br />REBAR <br />I.P. <br />IRON PIPE <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />(R) <br />RADIAL BEARING <br />I.R. <br />IRON ROD <br />B.B. <br />BRASS DISK <br />CL <br />CENTERLINE <br />RIW <br />RIGHT OF WAY <br />SFN <br />SEARCHED, FOUND NOTHING <br />(M) <br />MEASURED DATA <br />(R#) <br />RECORD DATA (SEE REFERENCES) <br />PAR <br />PARCEL <br />M= <br />MEASURED <br />CH= <br />CHORD <br />DESIGNATED L= <br />LENGTH <br />R= <br />RADIUS <br />REMAINDER A= <br />CENTRAL ANGLE <br />I.N. <br />INSTRUMENT NUMBER <br />LLA <br />LOT LINE ADJUSTMENT <br />• <br />FOUND MONUMENT, SEE SHEET 3 <br />O <br />FOUND MONUMENT IN MONUMENT WELL, SEE SHEET 3 <br />SET 314" REBAR WITH CAP P.L S 8660 IN MONUMENT <br />WELL <br />--0- <br />SET 314" REBAR MONUMENT (SEE NOTE BELOW) <br />EXTERIOR BOUNDARY LINE <br />PARCEL LINE <br />- - - - <br />RIGHT-OF-WAY LINE <br />- <br />EXISTING EASEMENT LINE <br />- -- - <br />PROPOSED EASEMENT LINE <br />- <br />CENTERLINE <br />MONUMENTS SET: <br />REBAR 314" IN DIAMETER; 30" LONG WITH <br />CAP ATTACHED AND STAMPED "P.L.S. 8660" <br />SHOWN THUS, OR AS NOTED: <br />PARCEL MAP 21-02. <br />A PORTION OF THE EAST HALF OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />NOVEMBER 2021 SHEET 8 OF 10 <br />■ <br />■ <br />Chill. <br />ENGINEERING <br />■ <br />■ <br />STRUCTURAL <br />SIEGFRIED <br />. <br />ENGINEERING <br />SURVEYING <br />■ <br />PLANNING <br />3428 Brookside <br />Road, Stockton, <br />California <br />952 1 9 <br />209-943-2021 www.siegfriedeng.ccm <br />F x : 209-942-0214 <br />9ni- �1 ru <br />