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--- TRACT NO. 3896 <br />•' r u <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY <br />z FOSE GATE II, UNIT NO. 1 <br />{J J Lu <br />' BEING PARCEL_ 1, A`3 SHOWN ON THE MAP FILED FOR RECORD IN <br />c7� i uJ 7 Q <br />y 114 SECTION CORNER BOOK 26 OF PARCEL MAPS PAGE 140, AND PARCEL 1 AS SHOWN ON <br />SIAM R s r:Yvi 638" �_._ ' ..�, THE MAP FILED FOR RECORD IN BOOK 26 OF PARCEL MAPS, PAGE 141, <br />STAMPED 'RCE 19638" I • � I <br />20, IN MONUMENTwFLL, a scALE: 1° = 50' SAN JOAQUIN COUNTY RECORDS, LYING IN THE NORTHWEST <br />PER (A)(B)(C)(D) � w <br />40' VARIABLE WIDTH Q \ / QUARTER OF SECTION 10,1 TOWNSHIP 3 NORTH, RANGE 6 EAST, <br />STREET EASEMENT Qo° 20' i MOUNT DIABLO BASE AND MERIDIAN, <br />I <br />PER D.N. 2014-116924 VARIABLE-VVIDTH TEMPORARY STORM DRAIN CITY OF LODI, SAN JOAQUIN COUNTY, CALIFORNIA <br />STREET EASEMENTJ POND EASEMENT PER <br />T&vIPORARY30''hIDE O° -- SEPTEMBER 2019 SCALE: --00 <br />w I \ -------PER D.N.2019-079472 D.N.2019-129822_ <br />PRIVATE ACCESS EASEMENT DETAIL "A"a n PER D.N. 2019-038050 M.-Rr ENGINEERING, INC. <br />u - - D.N. 2019-041213 -- -- - 30' P.U.r. PER D.N. 20'17-149480 NOT TO SCALE - �- F- - - - 1242 DUPONT COURT <br />---__--------_-- MANTECA, CA 95336 <br />L <br />ENGINEERING TEL 209 239 - 6229 <br />W� rGAT DRIVE 1cl).00 Av ES3 FAX 209 239 8839 <br />N00002'09"E 806.61'(m)(R) <br />R' F?VE STRIP <br />I <br />t • 412.25 262.50' 131.90' <br />- 20' P.U.E. PER D.N. 2017-152022 - <br />1J9"fV - -- - - - - - -" _ - n- - - - - - - - - - - - - - - - - - -e- - - - - - <br />r <br />\ -22------ S00°02'09"VU---- 319.94'--------------^-,�---- -- - S00°02'09"W 205.98' ,O) S00°0 09"4"J 102.28' �° 1----- ------ <br />-- - - -- - --- <br />(C --- -------- r- .� -- TEIv1FORAR'f30'WIDE <br />20 25' p, • r ''T t7�Y� O ?7 0' �7 50 U VJ C PRIVATE ACCESS EASEMENT <br />O 118.05 03.G 103 0 <br />�V1 <br />�-Z NALLj n 2.70, <br />s EASEMErIT o� <br />N45'02'09"E o <br />5248 SF v. <br />40' - N�3p� y� rF 10 94 SF 5 v % 1 3 N00°02'05'E 105 �>D <br />J (6` i d 12073 SF <br />10' P.IJ.E.Ei �1 0 3 <br />s 20 } ~L/ti 6300 SF I o <br />C3 1i� oA <br />N00°02'09"E 105.00' <br />u.I <br />z� <br />Lu <br />I <br />0 m <br />=u <br />L to <br />p N <br />O IIV r <br />Z p <br />) U <br />L� c` � <br />Lu <br />LL Lu <br />O� <br />(n ti <br />C`V I <br />4 « <br />m yr <br />6 / <br />4 %586 Sr' <br />h <br />ci „1Cr< <br />`v N00°02'09"E 87.89' 'T 1 <br />\Ci, <br />F� <br />�) 0 4 \ N <br />`D G 6200 Sr' 10.85'- <br />'�I O 25 <br />y N00002'09 "E 110.71' <br />0 <br />3 I <br />Lu cc `- <br />h 6666 Sr, L o w <br />N cU i Z <br />c;J <br />H� Q <br />0; N00'02'09"E 111.50' <br />j 2' WALL <br />EASEMENT (� <br />D I� <br />2 � o s <br />�l <br />26 <br />I <br />cc <br />Q <br />9I <br />o T_ <br />ui <br />I <br />+.� 6714 SF a y S o of <br />N00'02'09"E 192.30' <br />sLo <br />4 <br />u ¢ N \ 5994 SF <br />w. w <br />Lu <br />a N45°24'55 E v �> 4 <br />w Q w z 20' 28.10' S44°57'51"E I w a. <br />GOF :.moi -Lu of I:) <br />�w �w I L 25 <br />L�jz L --I N00002'09"E 90.63' O <br />y fj� z I CD <br />- <br />z <br />U BLOOMFIELD I <br />cj is Z <br />z v c0 o N00°02'09'E '176.56 �- o <br />n Ei 40' ° - J,p 25 <br />O rr p <br />r m-� <br />n a o N00°02'09"E 91.69' cr- Lu <br />O 25LU LU <br />40 u° N45°C2'09' E�O I(} <br />20` -28.47' 3. 8 Imo; }.. <br />\1 w 344°35'05"E ? t I0 Vi <br />s`-- o <br />15-017 ROSE GATE 1115URVEYINGRdWNIT N0. 7116-017 FM U1 SH 4.0WG <br />6110 SF ° - <br />�l 33 I� <br />6300 sr,o <br />vIto <br />, N30°02'09'E�P.) I <br />=� ---_N00'02'09'E 1 191.70' <br />86.70' <br />9 <br />U <br />7 <br />O� <br />EASEMENT <br />I~-2.70' <br />0044 JF <br />2' VALL <br />�' <br />N00°02'09"E <br />0 544'57'51"E 36 <br />'21000' <br />105�.(ou� <br />9€3 <br />5248 SF <br />0 o <br />0 <br />Co <br />6300 SF <br />(o <br />� <br />N00°02'09"E <br />97 <br />21000' <br />_ <br />105.00' <br />210.00' <br />1n <br />'1) <br />I <br />1 •; r> <br />o <br />CJ <br />6300 SF z <br />31 <br />O <br />N00°02'09"E <br />o <br />�10�00' <br />105.00' <br />6300 Sr, <br />i2 <br />0 <br />N00'02'09'E <br />6300 8F <br />0 <br />I <br />105.00' <br />100°02'09"E_t <br />210.00' <br />_i <br />105.00' <br />o <br />63 <br />1# <br />.1 <br />O <br />0 <br />6300 Sr- <br />5250 Sr <br />t <br />I U <br />N00002'09"E <br />210.00' <br />07 00. <br />105.00' <br />32 <br />6307 SF <br />105.00' <br />6300E <br />105.00' <br />6300® F <br />105.00' <br />6'320 F <br />10)5.60' <br />GS <br />5250 SF <br />14 27 <br />1 I SEE SHEET 4 <br />E- <br />G Lu <br />oLu <br />o cc: <br />0 <br />u <br />z <br />0 Lu <br />o ...1 <br />I� I <br />�I <br />I 1 <br />25' 25, <br />GQRNELIA t AVE <br />q -- <br />i A <br />10399 g W,C. <br />O� <br />EASEMENT <br />I~-2.70' <br />2' VALL <br />�' <br />2.99' <br />0 544'57'51"E 36 <br />a EASEMENT S45'0209"Vl <br />w <br />9€3 <br />5248 SF <br />65 <br />Co <br />I <br />(o <br />� <br />5248 S`r <br />97 <br />N00002'09''E <br />210.00' <br />1n <br />_ <br />I <br />I <br />�I <br />105.00' <br />CJ <br />D <br />31 <br />O <br />64 <br />o <br />6300 SF <br />6300 Sr, <br />`� <br />L <br />N00'02'09'E <br />210.00' <br />0 <br />I <br />105.00' <br />105.00' <br />0 <br />38 <br />o <br />63 <br />i <br />o <br />6300 Sr- <br />tD <br />0360 SF <br />I U <br />I <br />210.00' <br />to <br />6160 Sr" <br />_N_00°02'09"E <br />105.00' _ <br />105.00' <br />� <br />of <br />39 <br />62 <br />to <br />6300 SF <br />9 <br />6300 SF <br />to <br />»- <br />N00°02'09"E <br />210.00' <br />-•---�,.. <br />L <br />105.00' <br />105.00- <br />L <br />o <br />I <br />?I <br />40 <br />61 <br />v <br />to <br />6300 SF <br />to <br />6300 SF <br />to <br />N00'02'09"E <br />210.00' <br />105.00' <br />105.00' <br />I tri <br />v, <br />rl <br />,I60 <br />IQ <br />o 1 <br />6300SFto <br />6300 SF <br />o to <br />N00'02'09"E <br />210.00' <br />- <br />-� <br />105.00' <br />105.00' <br />ol <br />42 <br />o <br />J0 <br />I- <br />IQ <br />A <br />6300 Sr" <br />to <br />6300 SF <br />I to <br />m <br />N00°02'09"E <br />I 210.00' <br />105.00' <br />105.00'- <br />438 <br />1� <br />5250 SF <br />" <br />5250 SF <br />S <br />- <br />NW0210911E <br />105.00' <br />210.00' <br />105.00' <br />44 <br />57 <br />1 <br />I I <br />I <br />�C <br />:NUE <br />tom. <br />(f) <br />Oz <br />z <br />@ 544 67 5l c <br />_ <br />CSI 2.99 O 2'1!'JALL�� <br />EASEMENT <br />5218 SF <br />�' <br />rn <br />M <br />N00'02'09'E 104.40' <br />� <br />(r <br />9€3 <br />M <br />6264 SF <br />Co <br />I <br />(o <br />� <br />I <br />!� <br />97 <br />62-64 3F <br />1n <br />N00°02'09'E 104.40' <br />I <br />�I <br />96 <br />CJ <br />D <br />6264 .3F <br />tom. <br />(f) <br />Oz <br />z <br />@ 544 67 5l c <br />_ <br />CSI 2.99 O 2'1!'JALL�� <br />EASEMENT <br />5218 SF <br />N00'02'09'E 104.40' <br />I <br />I <br />al <br />9€3 <br />;. <br />6264 SF <br />N00°02'09"E 104.40' <br />I <br />!� <br />97 <br />62-64 3F <br />n <br />N00°02'09'E 104.40' <br />I <br />�I <br />96 <br />D <br />6264 .3F <br />N00'02'09"E 104.40' <br />ui <br />of w 95 <br />0 <br />fl 6264 SF <br />�� <br />N00'02'09"E 104.40' <br />I <br />o <br />62664SF <br />N00°02'09"E 104.40' <br />I <br />93 <br />to <br />6160 Sr" <br />o <br />5r'Qa' 09"vV <br />to <br />O <br />PCR D.N. 2019-0380t;0 2. <br />D.N. 20'19-041243 <br />NOTES: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND, REFERENCES <br />AND BASIS OF BEARINGS. <br />CURVE TABLE <br />o <br />0) <br />z <br />CURVE RADIUS LENGTH DELTA <br />C2 - 50.00' - 36.14' 41024'35' <br />C3 50.00' I 229.35 262°49'10" <br />C4 50.001 36.14' 41'2-1'35' <br />C5 180.00' 40.61' - 12'55'31" <br />C6 - 6.00' 3.14' 30'00'4'2" <br />�14 50.00' 18.79' 21'31'58" <br />C15 50.00, -50.51' 57'5309" <br />C16- 50.00' 49.14' 56'18'54" <br />C17 50.00' - 49.44' 56'38'57" <br />C18 50.00'- 51.51, 59'01'37" <br />C19 50.00'~ 9.96' 11°24'35" <br />-C20 180.00' 38.86' 12°22'11" <br />021 180.00' 1.75' 00°33'20" <br />`C22 -6.00' 4.85 46"18'16" <br />TEMPORARY STORM DRAIN <br />I _ ��,.--POND EASEMENT PER <br />27.50' p ��0.3b r �I D.N. 219-129319 <br />J <br />o N00°02Too "E 90.01' <br />)NIW02'09°E" ,,.,,,PEGASUS 1.00' ACCESS -I-- - - - - -- <br />27.50' RESERVE STRIP <br />S DRIVE - - -- -- --- - <br />k N00°0209"E 90.01' c� 20' MDC STORM DRAIN & <br />SO --- �� ---0 ACCESS EASEMENT PER <br />�f DJC?. 2 019-12982 <br />27.50' 0/ 20.36' -I <br />N44°57'51li`l - \ - - <br />TEMPOTARY3TORP DFA1IN <br />r ) ,� 92 POND EASEMENT PER <br />D.N. 219-129819 <br />4 <br />SHEET 3 OF 4 SHEETS <br />It3.1ze g <br />o <br />0) <br />z <br />CURVE RADIUS LENGTH DELTA <br />C2 - 50.00' - 36.14' 41024'35' <br />C3 50.00' I 229.35 262°49'10" <br />C4 50.001 36.14' 41'2-1'35' <br />C5 180.00' 40.61' - 12'55'31" <br />C6 - 6.00' 3.14' 30'00'4'2" <br />�14 50.00' 18.79' 21'31'58" <br />C15 50.00, -50.51' 57'5309" <br />C16- 50.00' 49.14' 56'18'54" <br />C17 50.00' - 49.44' 56'38'57" <br />C18 50.00'- 51.51, 59'01'37" <br />C19 50.00'~ 9.96' 11°24'35" <br />-C20 180.00' 38.86' 12°22'11" <br />021 180.00' 1.75' 00°33'20" <br />`C22 -6.00' 4.85 46"18'16" <br />TEMPORARY STORM DRAIN <br />I _ ��,.--POND EASEMENT PER <br />27.50' p ��0.3b r �I D.N. 219-129319 <br />J <br />o N00°02Too "E 90.01' <br />)NIW02'09°E" ,,.,,,PEGASUS 1.00' ACCESS -I-- - - - - -- <br />27.50' RESERVE STRIP <br />S DRIVE - - -- -- --- - <br />k N00°0209"E 90.01' c� 20' MDC STORM DRAIN & <br />SO --- �� ---0 ACCESS EASEMENT PER <br />�f DJC?. 2 019-12982 <br />27.50' 0/ 20.36' -I <br />N44°57'51li`l - \ - - <br />TEMPOTARY3TORP DFA1IN <br />r ) ,� 92 POND EASEMENT PER <br />D.N. 219-129819 <br />4 <br />SHEET 3 OF 4 SHEETS <br />It3.1ze g <br />TEMPORARY STORM DRAIN <br />I _ ��,.--POND EASEMENT PER <br />27.50' p ��0.3b r �I D.N. 219-129319 <br />J <br />o N00°02Too "E 90.01' <br />)NIW02'09°E" ,,.,,,PEGASUS 1.00' ACCESS -I-- - - - - -- <br />27.50' RESERVE STRIP <br />S DRIVE - - -- -- --- - <br />k N00°0209"E 90.01' c� 20' MDC STORM DRAIN & <br />SO --- �� ---0 ACCESS EASEMENT PER <br />�f DJC?. 2 019-12982 <br />27.50' 0/ 20.36' -I <br />N44°57'51li`l - \ - - <br />TEMPOTARY3TORP DFA1IN <br />r ) ,� 92 POND EASEMENT PER <br />D.N. 219-129819 <br />4 <br />SHEET 3 OF 4 SHEETS <br />It3.1ze g <br />