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FD. 1" I.P. WICAP "MT & CO LS 5978", <br />N21 °31'48"E 0.16' PER (R1} <br />SEE DETAIL A <br />SHEET 8 <br />NYV::SYdR "c't'JY ."eti>er-' .�+t.W'aiyc5:u_V.w axAv.Yu#:k•'e Y �#Y,5!?1Ngt�'p(� :F+IikC`%?'Y <br />FD. 1" I.P. WICAP <br />"MT & CO LS 5978", <br />N46012'52"E 0,14' <br />PER (R1) <br />25' P,U,E. PER D.N. 2003-197650 -� <br />S0009'45"W 435.00'(M)(R1) <br />FD. 314" RB. NO CAP N59058'46"E <br />0.33' PER (R1) <br />DESIGNATED <br />REMAINDER <br />I <br />11 <br />II <br />I <br />I <br />10' WATER LINE EASEMENT PER <br />I D.N. 2020-084523 (SEE SHEET 7) <br />I <br />it <br />I I <br />I <br />II <br />I <br />I <br />9.66' <br />101.95' 435.00'(M)(R1) <br />S0009'46"W 546.61' P <br />RINGSTROM DRIVE 30 <br />N89'48'1 3"W 23.76' <br />NO°09'45"E 688.53' - - <br />30' - <br />__ '� R=291.50' L=36.32' 0=7'08'23" <br />CH=S86037'35"W 36.30' <br />;�Y------� �- ---�. ---- -.-�_ 30.22' <br />- - <br />10'WIDE PUE <br />DEDICATED THIS MAP ` <br />R=67A478°03' g2" .' <br />DESIGNATED REMAINDER 10' WATER LINE EASEMENT PER CH=N39°11'41'E 85,02' ti 1` <br />i F '; D.N. 2020-084523 (SEE SHEET 7) <br />I 'i <br />LO 00 <br />2�..- <br />° <br />DRi N0009'46"E 38.68' N4°31'11"W(R) 13°46'�� PARCEL 1 w 7�lk ' <br />16.60' 22.08' -24.bq 5 59 ,gyp 23.905 AC± GROSS ` , , <br />lig <br />_ R 5�p,°�" R g0yP 20.654 AC± NET �, �"' '� 1 °� <br />435.00' M R1 9.66 �,pJ R=24.50 L-6.68 C 3.1,56 p -`t- ,� `)kn °co ,- <br />C' IZ 1p WIDE PUE <br />S0009'45"W 546.61' A=15°3706 �� '�� S0°09'45"W 603.72' DEDICATED THIS MAP <br />CH=S55 2100E 6.66 <br />uj R=24,50' L=18.37' �.0, '��la°� 10' WIDE PUE <br />L A=42°56'55" r�% ,. / <br />rn G pro J DEDICATED THIS MAP <br />w CH=S64°00'22"W 17.94' ��� PARCEL 2 <br />U) 17.832 AC± GROSS <br />17.451 AC± NET <br />FD. 1" I.P. WICAP "MT & CO LS 5978",__/ <br />N19°43'38"W 0.07' PER (R1) <br />PARCEL 1 <br />M <br />R PLANNING <br />3 4 2 8 B r a a k s i d e <br />J 1.025 AC± GROSS ` <br />o <br />a l i f o r n i a 9 5 2 1 9 <br />� <br />a <br />O <br />� <br />4 <br />aTy <br />�- I f�li��r' <br />o <br />20.654 AC± NET <br />C) <br />w <br />00 <br />> <br />I <br />v <br />, <br />V_ <br />co C' <br />SEE DETAIL <br />co <br />THIS SHEET <br />FD. 314" RB. NO CAP N59058'46"E <br />0.33' PER (R1) <br />DESIGNATED <br />REMAINDER <br />I <br />11 <br />II <br />I <br />I <br />10' WATER LINE EASEMENT PER <br />I D.N. 2020-084523 (SEE SHEET 7) <br />I <br />it <br />I I <br />I <br />II <br />I <br />I <br />9.66' <br />101.95' 435.00'(M)(R1) <br />S0009'46"W 546.61' P <br />RINGSTROM DRIVE 30 <br />N89'48'1 3"W 23.76' <br />NO°09'45"E 688.53' - - <br />30' - <br />__ '� R=291.50' L=36.32' 0=7'08'23" <br />CH=S86037'35"W 36.30' <br />;�Y------� �- ---�. ---- -.-�_ 30.22' <br />- - <br />10'WIDE PUE <br />DEDICATED THIS MAP ` <br />R=67A478°03' g2" .' <br />DESIGNATED REMAINDER 10' WATER LINE EASEMENT PER CH=N39°11'41'E 85,02' ti 1` <br />i F '; D.N. 2020-084523 (SEE SHEET 7) <br />I 'i <br />LO 00 <br />2�..- <br />° <br />DRi N0009'46"E 38.68' N4°31'11"W(R) 13°46'�� PARCEL 1 w 7�lk ' <br />16.60' 22.08' -24.bq 5 59 ,gyp 23.905 AC± GROSS ` , , <br />lig <br />_ R 5�p,°�" R g0yP 20.654 AC± NET �, �"' '� 1 °� <br />435.00' M R1 9.66 �,pJ R=24.50 L-6.68 C 3.1,56 p -`t- ,� `)kn °co ,- <br />C' IZ 1p WIDE PUE <br />S0009'45"W 546.61' A=15°3706 �� '�� S0°09'45"W 603.72' DEDICATED THIS MAP <br />CH=S55 2100E 6.66 <br />uj R=24,50' L=18.37' �.0, '��la°� 10' WIDE PUE <br />L A=42°56'55" r�% ,. / <br />rn G pro J DEDICATED THIS MAP <br />w CH=S64°00'22"W 17.94' ��� PARCEL 2 <br />U) 17.832 AC± GROSS <br />17.451 AC± NET <br />low 96t <br />, I <br />PARCEL <br />1.025 AC± GROSS 0.974 AC±NET 24' WIDE STORM DRAIN EASEMENT <br />(SEE NOTE ON SHEET 1) DEDICATED THIS MAP <br />594.57' 351 <br />SO°15'06"W 976.68' <br />MI I MI <br />�w I <br />! II ILO <br />I I I I CD co 6) � i <br />co <br />0' 30' 60' 120' <br />10' WATER LINE EASEMENT JI SCALE: 1"=60' <br />QD <br />sl I PER D.N. 2020-084523 AND <br />= R=321.50' L=36.28' i <br />`¢ o f - Q=6°27'55" -•.�R=291.501' L=36.32' A=7°08'23" 2020-064$60 (SEE SHEET 7) <br />J u; GH=S86°57'49"W 36-26' J CH=S86°37'35'W 36,30' <br />--- <br />It <br />41 <br />co <br />Cl) <br />�; <br />, BUSINESS PARK COURT <br />It <br />U <br />DETAIL 1 <br />DETAIL 1" = 10' I y <br />30.22' 594. 7' <br />S001 5'06"W 976.6 ' <br />R=321,50' L=30.89' N6056'36"W(R) 8.00' <br />A=5°30'15" R=299.50' L= PARCEL 225.25' ; <br />CH=S80°58'44"W 30.87' !- A=4°49'47" 1T.$32 AC±GROSS <br />GH=S$0°38'30"W 25.24' 17.451 AC± NET <br />LEGEND: <br />O.R. OFFICIAL RECORDS, BOOK -PAGE <br />R.S. RECORD OF SURVEY BOOK -PAGE <br />P.M. PARCEL MAP BOOK -PAGE <br />FD. FOUND <br />D.N. DOCUMENT NUMBER <br />RB. REBAR <br />I.P. IRON PIPE <br />I.R. IRON ROD <br />B.D. BRASS DISK <br />CL CENTERLINE <br />RIW RIGHT OF WAY <br />SFN SEARCHED, FOUND NOTHING <br />(M) MEASURED DATA <br />P.U.E. PUBLIC UTILITY EASEMENT <br />(R) RADIAL BEARING <br />PAR PARCEL <br />M= MEASURED <br />CH= CHORD <br />L= LENGTH <br />R= RADIUS <br />A= CENTRALANGLE <br />I.N. INSTRUMENT NUMBER <br />LLA LOT LINE ADJUSTMENT <br />FOUND MONUMENT, SEE SHEET 3 <br />Q FOUND MONUMENT, SEE SHEET 3 <br />SET 314" REBAR WITH CAP P.L.S. 8660 IN <br />MONUMENT WELL <br />--0---- SET 314" REBAR MONUMENT (SEE NOTE) <br />EXTERIOR BOUNDARY LINE <br />PARCEL LINE <br />- - -- - RIGHT-OF-WAY LINE <br />-- EXISTING EASEMENT LINE <br />------ PROPOSED EASEMENT LINE <br />- - ---- CENTERLINE <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 />MONUMENTS SET; <br />REBAR 34' 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 />O <br />7 <br />0 <br />w <br />w <br />W <br />w <br />w <br />w <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 9 OF 10 <br />■ ■ CIVIL <br />ENGINEERING <br />■ w STRUCTURAL <br />00 SIEGFRIED <br />PAR EL 4Lo <br />PARCEL 1 <br />M <br />R PLANNING <br />3 4 2 8 B r a a k s i d e <br />J 1.025 AC± GROSS ` <br />Stockton, C <br />a l i f o r n i a 9 5 2 1 9 <br />23.905 AC± GROSS <br />Fx: 209-942-0214 <br />� <br />W <br />l <br />! + <br />I 0,974 AC_ NET <br />zo R=491.50' L=103.15' <br />20.654 AC± NET <br />00 <br />> <br />I <br />'� I <br />m I (SEE NOTE ON SHEET 1) A=12°01'29" <br />, <br />R=521.50' L=109.45' <br />- I � <br />A=12001'29"'29"CH=N84°14'21"E <br />Q <br />II <br />I CH=N84°14'21"E 102.96' 4 1 <br />4 I <br />109.25' <br />co <br />° <br />Q <br />I <br />z 10'�WIDE PUE <br />R=543.50' L=114.07' <br />DEDICATED THIS MAP <br />1 <br />A=12011'21" <br />(jr <br />CH=N84°14'21"E 113.86' <br />N0009'45"E 688.53' <br />104ATER LINE EASEMENT PER D.N. I <br />I <br />RI NGSTROM DRIVE <br />2020-084523 AND 2020-064860 (SEE SHEET 7) -j l <br />13 'I <br />22' <br />4.36 <br />1 <br />CD I <br />I I� <br />low 96t <br />, I <br />PARCEL <br />1.025 AC± GROSS 0.974 AC±NET 24' WIDE STORM DRAIN EASEMENT <br />(SEE NOTE ON SHEET 1) DEDICATED THIS MAP <br />594.57' 351 <br />SO°15'06"W 976.68' <br />MI I MI <br />�w I <br />! II ILO <br />I I I I CD co 6) � i <br />co <br />0' 30' 60' 120' <br />10' WATER LINE EASEMENT JI SCALE: 1"=60' <br />QD <br />sl I PER D.N. 2020-084523 AND <br />= R=321.50' L=36.28' i <br />`¢ o f - Q=6°27'55" -•.�R=291.501' L=36.32' A=7°08'23" 2020-064$60 (SEE SHEET 7) <br />J u; GH=S86°57'49"W 36-26' J CH=S86°37'35'W 36,30' <br />--- <br />It <br />41 <br />co <br />Cl) <br />�; <br />, BUSINESS PARK COURT <br />It <br />U <br />DETAIL 1 <br />DETAIL 1" = 10' I y <br />30.22' 594. 7' <br />S001 5'06"W 976.6 ' <br />R=321,50' L=30.89' N6056'36"W(R) 8.00' <br />A=5°30'15" R=299.50' L= PARCEL 225.25' ; <br />CH=S80°58'44"W 30.87' !- A=4°49'47" 1T.$32 AC±GROSS <br />GH=S$0°38'30"W 25.24' 17.451 AC± NET <br />LEGEND: <br />O.R. OFFICIAL RECORDS, BOOK -PAGE <br />R.S. RECORD OF SURVEY BOOK -PAGE <br />P.M. PARCEL MAP BOOK -PAGE <br />FD. FOUND <br />D.N. DOCUMENT NUMBER <br />RB. REBAR <br />I.P. IRON PIPE <br />I.R. IRON ROD <br />B.D. BRASS DISK <br />CL CENTERLINE <br />RIW RIGHT OF WAY <br />SFN SEARCHED, FOUND NOTHING <br />(M) MEASURED DATA <br />P.U.E. PUBLIC UTILITY EASEMENT <br />(R) RADIAL BEARING <br />PAR PARCEL <br />M= MEASURED <br />CH= CHORD <br />L= LENGTH <br />R= RADIUS <br />A= CENTRALANGLE <br />I.N. INSTRUMENT NUMBER <br />LLA LOT LINE ADJUSTMENT <br />FOUND MONUMENT, SEE SHEET 3 <br />Q FOUND MONUMENT, SEE SHEET 3 <br />SET 314" REBAR WITH CAP P.L.S. 8660 IN <br />MONUMENT WELL <br />--0---- SET 314" REBAR MONUMENT (SEE NOTE) <br />EXTERIOR BOUNDARY LINE <br />PARCEL LINE <br />- - -- - RIGHT-OF-WAY LINE <br />-- EXISTING EASEMENT LINE <br />------ PROPOSED EASEMENT LINE <br />- - ---- CENTERLINE <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 />MONUMENTS SET; <br />REBAR 34' 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 />O <br />7 <br />0 <br />w <br />w <br />W <br />w <br />w <br />w <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 9 OF 10 <br />■ ■ CIVIL <br />ENGINEERING <br />■ w STRUCTURAL <br />00 SIEGFRIED <br />ENGINEERING <br />! SURVEYING <br />R PLANNING <br />3 4 2 8 B r a a k s i d e <br />R o a d <br />Stockton, C <br />a l i f o r n i a 9 5 2 1 9 <br />209-943-2021 www.siegfrieden9.com <br />Fx: 209-942-0214 <br />arl <br />9 <br />