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T.1 SOUTH R.6 EAST <br />T.2 SOUTH R.6 EAST <br />an+e,"utew�ox+. v!uwn�,Mow;: xr.a�m,Kr:c �wc:on aw:�xsm�s " <br />NE CORNER PARCEL <br />"A" 9 -PM -147 <br />SFN (314" I.P. PER <br />(R1)) <br />SEE SHEET 8 'P —" N3 �-lb�zsol <br />III <br />I LI I <br />IIII <br />Ir I"I I <br />I I �I <br />1 I I <br />I II I <br />I I I I <br />II <br />I� I <br />I 1 _ <br />.i <br />I a <br />w <br />� m <br />7 0' <br />VixLn <br />� m � <br />i <br />CL <br />ti <br />Zn <br />W LID <br />ai �" <br />M" <br />�I <br />I cn <br />I I I <br />I I I <br />I� I <br />SEE SHEET 10 j <br />III <br />SEE DETAIL C ON SHEET 6 I <br />N0°11'34"E <br />258.76'(M)(R1) <br />ki <br />T SEE SHEET 4 <br />FD. 314 RB. NO CAP N590 58,46 E <br />0.33' PER (R1) <br />10' WATER LINE EASEMENT PER <br />D.N. 2020-084522 AND 2019-064860 <br />(SEE SHEET 7) <br />r)IL I ,, <br />VIERRA ROAD S35 S36 <br />" R - f <br />JA04 NVE'11011' <br />�[ 51 Nit. <br />�-�E FD. 3r4° I.P. <br />�FOR�OSEM aq�nE1,3g�"L.S. 6186" PER (R1) <br />FD. 314" I.P. <br />"L.S.6186" <br />318.26'(M)(R1)(R9) PER (R1) <br />m <br />CID <br />w <br />FD. 518"" I.R. NO CAP <br />z N58029'15"E 0.70' PER(R1) <br />ED - r. :- 01F r <br />r� <br />��.. :. 'rel -L_ _;I-�� „-,� <br />Cl) <br />c*� FD. 1" I.P. WICAP "MT & CO LS I;11. 2nan r;;`.?;' L".�•l.? )0= ;�- .. ri <br />5978", N46012'52"E 0.14' PER (R1) <br />L <br />'6 <br />CID P 2' WALL EASEMENT <br />-L <br />= r PER D.N. <br />2019-090131 <br />vii rQa , LLFD. 1" I.P. WICAP "MT & <br />ui .; 0 LS 5978", N 19°43'38"W <br />S89°48'14E 0:07' PER(R1) <br />00.00'(M)(R1 _ <br />25' P.U.E. PER D.N. 2003-197650 <br />10' WATER LINE EASEMENT PER <br />D.N. 2020-084523 (SEE SHEET 7) <br />allo <br />S89044'25"E 1 <br />I <br />PAR rC. <br />R=6825.55' <br />L=1169.93'A=9'49'1 5" <br />�+ CH=N59030'15"E 1168.50'(M) <br />50' PG&E EASEMENT <br />i 4128 O.R} 416 (SEE <br />SHE <br />R=6825.55 1 'n <br />L=363.52' A=3°03'05" <br />— r CH=N65056'25"E \� Q <br />S89048'03" E 363.47'(M) <br />213.28'(M)(R2) <br />_ SO 00 00 E(M)(R) <br />198.30'(M) 198.18'(R2) <br />STATF (..r,i;.L { <br />ROUTE <br />120 <br />RAILROAD RIGHT-OF-WAY <br />RE-ESTABLLISHED PER (R1) <br />FD. 3I4" I.P. "1 6186" PER (R1) <br />N51045'49"E 0.19' <br />N67°27'58"E(M)(R1) <br />N67°28'07"E(R2) 207.95'(M) <br />SEE DETAIL <br />THIS SHEET <br />FD. 314" I.P. "L.S. . <br />6186" PER (R1) <br />R=6825.55' L=373.64' 10 <br />0=3°08'11" <br />CH=N53°01'32"E 373.59'(M) <br />)5.17'(M1 <br />BASIS OF BEARINGS: <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 />0' 125' 250' -- _. __..500' <br />SCALE: 1"=250' <br />THE CENTERLINE OF BUSINESS PARK COURT WHICH BEARS <br />SOUTH 0015'08" WEST AS SHOWN ON THE MAP FILED IN BOOK 26 OF PARCEL <br />MAPS, AT PAGE 170, IS THE BASIS OF ALL BEARINGS SHOWN ON THIS MAP. <br />EXISTING CONDITIONS <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 3 OF 10 <br />■ ■ CIVIL <br />ENGINEERING <br />■ m STRUCTURAL <br />Nos IEGFRIED <br />Q.R. <br />OFFICIAL RECORDS, BOOK -PAGE <br />ENGINEERING <br />SURVEYING <br />R.S. <br />RECORD OF SURVEY BOOK -PAGE <br />■ <br />PLANNING <br />P.M. <br />PARCEL MAP BOOK -PAGE <br />Stockton, C <br />a I i f o r n <br />FD. <br />FOUND <br />F x : 209-942-0214 <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.D. <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 />L= <br />LENGTH <br />R= <br />RADIUS <br />A= <br />CENTRAL ANGLE <br />I.N. <br />INSTRUMENT NUMBER <br />LLA <br />LOT LINE ADJUSTMENT <br />FOUND 314" REBAR WITH CAP P.L.S. 8660, OR AS NOTED <br />O <br />FOUND 314" REBAR WITH CAP P.L.S. 8660 IN MONUMENT <br />WELL, ORAS NOTED <br />EXISTING PROPERTY LINE <br />-- <br />EXISTING EASEMENT LINE <br />W <br />z <br />Luir <br />5% <br />} <br />_ <br />LLI <br />w'9s 0�� ��� <br />'p� <br />I— <br />❑ <br />Z r <br />FD. 314" I.P. It& <br />6186" PER (R1) ry•�' <br />R=6825.55' L=373.64' <br />©=3°08'11" <br />_ <br />CH -N53° 01 32"E 373.59'(M)�.N'6 �c,0` ��\ <br />P <br />DETAIL <br />•, <br />Q 3� , <br />DETAIL 1" = 20' <br />0' 125' 250' -- _. __..500' <br />SCALE: 1"=250' <br />THE CENTERLINE OF BUSINESS PARK COURT WHICH BEARS <br />SOUTH 0015'08" WEST AS SHOWN ON THE MAP FILED IN BOOK 26 OF PARCEL <br />MAPS, AT PAGE 170, IS THE BASIS OF ALL BEARINGS SHOWN ON THIS MAP. <br />EXISTING CONDITIONS <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 3 OF 10 <br />■ ■ CIVIL <br />ENGINEERING <br />■ m STRUCTURAL <br />Nos IEGFRIED <br />■ <br />ENGINEERING <br />SURVEYING <br />■ <br />PLANNING <br />3 4 2 8 B r o o k s i d e <br />R o a d <br />Stockton, C <br />a I i f o r n <br />I a 9 5 2 1 9 <br />209-943-2021 www.slegfriedeng.com <br />F x : 209-942-0214 <br />