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SCALE: v <br />1" = 5o' <br />- - - 0' P.U.E I= - 4' A.E. <br />10' P.U.E <br />PER (A.) PER (A) u O <br />42s a <br />I � 5 I � I 40 <br />�1 <br />J_- <br />69.00' 44.25' 200, i 25.87' <br />n d ------- ��.. �• <br />R -� LOMBARDY -- 1 <br />i i COURT_ <br />�LP.IJ. E& P.A.E. <br />e� �r ---� e�gp g�} <br />,.-i �_ 4' A.E. r f 3 c o 38 �-e 4' A.E. 39 <br />14 o 1 S .-;l <br />In rl El I v7 i n <br />2 5' P.U.E. LLE --4' A.E, m <br />CC I E <br />�P.U.E & P.A.E. (n <br />MANZA t7 • -5' P.U.E. o x <br />��--- <br />COURT 36 n 5 34 <br />__ <br />25.87' "L0.0' 49.00' - <br />4 j + -- 69.00_---� �-44_25' �1 20.0' 25.87'cc� <br />o 5 - --- -{-- CARMELO---1C, <br />_-- <br />------ COURT__E---J <br />- � <br />�-P.U.E & P.A.E. 9 <br />4' A.E. --, ` icc ¢ 31 1 3 33 <br />0 <br />1 <br />6 <br />I I I <br />n <br />E 1 I I 4 A.E.-�I-^I <br />25.87' <br />{ LU_U' I� 49.00' 1 <br />�iIENETO <br />I <br />! CH. BES-,{�ING <br />CHORD <br />��--- <br />C50 <br />�I_ <br />24..91' <br />S53°49'52"E <br />COURT <br />f <br />P.U.E&P.A.E.J' <br />-- <br />- --------1 <br />10.14' <br />8 <br />E- <br />I <br />9041'10" <br />9 <br />I <br />I <br />� <br />� \ <br />4' A.E. -'-I <br />14.73' <br />=� <br />C53 <br />44.00' <br />20.22' <br />S13'39'S1 W <br />20.04' <br />26'19 4 <br />C54, <br />- <br />------------L <br />-------------- <br />I S7052'26"W <br />- 5�13' <br />14044'49" <br />L <br />1 <br />46.95' <br />N45°20'01 "E <br />42.30' <br />89040'00" <br />C5E20.00' <br />-- <br />- <br />N45020'1 2"E <br />RUCANI�// , <br />89040'21" <br />C57 <br />30.00' <br />COURT---,-, <br />-- <br />24.87' <br />-- <br />C58 <br />30.00' <br />21.3U <br />N69"49,'25"E <br />20.86` <br />WA. E.-- <br />�- <br />- <br />SEE DETAIL "A" <br />Z <br />ON'THIS SHEET <br />€3E <br />13 <br />III <br />CURVE <br />RADIUS <br />L,ENGTH <br />! CH. BES-,{�ING <br />CHORD <br />DELi'A <br />C50 <br />60.00' <br />24..91' <br />S53°49'52"E <br />24.74' <br />23°47'27" <br />C51 <br />60.001 <br />10.14' <br />S46046'44"E <br />10.13, <br />9041'10" <br />I <br />C52- <br />60.00' <br />14.77' <br />S58040'27"E <br />14.73' <br />14°06'17" <br />C53 <br />44.00' <br />20.22' <br />S13'39'S1 W <br />20.04' <br />26'19 4 <br />C54, <br />20.00' <br />5_15' <br />I S7052'26"W <br />- 5�13' <br />14044'49" <br />C55 <br />30.00' <br />46.95' <br />N45°20'01 "E <br />42.30' <br />89040'00" <br />C5E20.00' <br />I 31.30' <br />N45020'1 2"E <br />28.20' <br />89040'21" <br />C57 <br />30.00' <br />25.65' <br />N24059'25"E <br />24.87' <br />43'58'47" <br />C58 <br />30.00' <br />21.3U <br />N69"49,'25"E <br />20.86` <br />40'41' 1 3" <br />-10' P.U.E - - <br />PER (A) <br />l <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I -� 4'A.E. <br />o a <br />ri P1 <br />04 <br />3€ 2 26 { <br />J --- 5' P.U.E <br />L..OT <br />I 5' P.U.L- <br />-5 P U.E. <br />I <br />15 16 <br />lt ! P.U.E & P.A.E: <br />� 48.00' i 48.00' I <br />14 17 <br />,S89°29'59 <br />r--- <br />48.43' <br />--- <br />ss9°29°59^As <br />44.00' r <br />W4 <br />x W <br />&"o <br />cn �n <br />to -- <br />co r <br />a <br />(Fa <br />-'x ------- s - _L <br />�1-- - w. - - -- <br />-5,P.U.E. <br />. 0113 19 20 10I I 3 4 � LOT <br />licit <br />ul? <br />n <br />P.U.E & P.A.E <br />12' {' \ 12' 1 �' i 1 <br />0 48.00' 43.00' 4 0 48.00' 4^1.00' %x9 81 <br />L---1 �- w LI- <br />1-0 101 10' 10' r 10' - 101 <br />In <br />m <br />PA <br />W <br />Ev <br />TRACT 1:O. 3905 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY <br />HARVEST <br />BEING ALL OF ADJUSTED PARCEL 1 AS DESCRIBED AND RECORDED IN <br />DOCUMENT NO. 2005-27 9735, SAN JOAQUIN COUNTY RECORDS, <br />LYING IN THE NORTH`, E.ST QUARTER OF SECTION 3, TOWNSHIP 3 NORTH, <br />RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN, <br />NOVEMBER, 2016 <br />CITY OF LODI, SAN JOAQUIN COUNTY, CALIFORNIA <br />MCR ENGINEERING, INC. <br />muW11MIR � 1242 DUPONT COURT <br />MANTECA , CA 95336 <br />ENGINEERING TEE.: ( 209) 239 - 6229 <br />® FAX : ( 209 } 239 - 8839 <br />NOTE: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND, <br />REFERENCES AND BASIS OF BEARINGS. <br />2. SEE SHEET 4 AND THIS SHEET FOR EASEMENT <br />DIMENSIONS. <br />3. SEE SHEET 5 FOR EASEMENT NOTES. <br />%i Q CS <br />7 <br />10 11 Zcll <br />I <br />ryl 121 <br />Cti � <br />P.U.E & P.A.E:--` <br />hh � <br />25.89' 20_afi'-- 39.87' <br />!CDRUOANI <br />CD COURT'S f1.04' <br />- --- __ 5_2.55' t G' <br />25.89` 20.00' 53.59' - - <br />12 13 <br />DETAIL "All <br />N.T.S. <br />Ml <br />