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<br /> TRACT NO. 2871
<br /> N 040081,571' E � SUBDMSIONS OF .SO 41OAQUIN COUNTY
<br /> CURVE DATA TABLE _ 83 ;-„-
<br /> TANGENT CHORD CN. BEARING REFERENCE °--- BL 04 O
<br /> CURVE DELTA RADIUS M RANCHy
<br /> LENGTH -'--- - -
<br /> 1 03 30 13 4573.00'.._ 279.63 J39.B6 279.59 S 880 1 x12 rr E M R9 R 1 D : Q
<br /> __ _ FUTURE MARCH LANE
<br /> _ .-- 106.59 53.32 106.57 S 88 50 44 E M�(R91(R 10 © o o, !�+
<br /> 2 04 a-- 177 1470.00' °-i- n-- � o„ i 1
<br /> !_ 3
<br /> 3 _ 02x3449 2669.89' J20.24 60.13 J20.23 N 01 42_4,h? W M R� R10 _ UNff NOx
<br /> 4 1965 5 r 2585.89' 895.86 45246 891.38 S 09 40 45 E M RIO
<br /> o 12
<br /> �. -°----r,-
<br /> 5 02°19:36" 4573,00' 1$5.70 92.86 1$5.69 S 89 06T1� E o i S 84041'23" E
<br /> 6_ 01°1OT37� 4573.00' 93.93T 46.97 93.93 _ S 87°2124 E O =i 98.01' A SUBDMSION OFA PORTION' OF THE "DESIGNATED REAG�UNDER';
<br /> 7
<br /> 00 4313.(49� 4313._00' 28.63T 14.32 28.63 S 87x0 0 E i
<br /> _ _ _ '� '- ` AS SHOWN ON THE "0 OF BLOSSOM RANCH, UNIT NO. 2,
<br /> 8 O1°10'37 4543.00 93.32 _ 46.66 93.31 S 87°21'24 E
<br /> N 40°41'17" W ............ I O
<br /> 9 0_6x35 _ -1500.0 172.48T 86.34' 172.39] N 89056�Sj�E 28.32'(M)(R1)(R10) �� 49.007 ....' .49.007 �. FILED IN BOOK 32 OF AND PLATS AT PAGE 76,
<br /> 10 00°3644 4513.00j 48.22 24.11 48.22 S 87 38 21 E_
<br /> ---�- ----� - --►" w' �-� SAN JAAQUIN COUNTY RECORDS AND LYING IN A PORTIO
<br /> 11 02°13'44 ' 1530.00' 59.52 29.76 59.51 S 89 58 06 E ^; ' ! '
<br /> ° -r rr ' `87.50T 43.75 _87.49 t N 05619 36�7 E_. OF SECTIONS 40 AND 41 OF THE C.M. WEBER Gfv4NT,
<br /> 12 01 54 28 _ 2627.89 o i i 3
<br /> 13 24'00'20" 2627.89 _ _1101.02` 558.71'_ 1092.99' ^ N 07 37'48" W
<br /> _----b--_F-0 - - r �� CITY OF STOCKTON, SAN JOAQUIN COUNTY, WFORNM
<br /> 14 _ off.x_08_ _ 2627.89 357.85 179.20 357.58 _ N 00 818 jr E �'
<br /> 15 13°21_'51'' 2627_89 _, 612.95 307_.87 611.57_ _S 10 06 42 E o� w o i^
<br /> Z�� � o"� w
<br /> 16 11621'50" 2669.89' 529 55' 265 64' 528.67'_ S f 0 0 08�567 f E I h \
<br /> 19 11 35 04 2770.00 560 05 280 99 559.11 j- N 10 09 38 W -� `�' �-' 1016 12th STREET MODESTO, Ci4LJFORN14
<br /> ._d. 28 -
<br /> 20 13°51'l8'7 P800_00� 677.08
<br /> 340.20' 675_43' N t 0 x08 X59 W_ '� i Z ^ \
<br /> - ---- - x -
<br /> 21 12°O 1 092830.DOT 593._65 29998
<br /> 7 92 _ 592.57 N 10 08r06W o Q FEBRLG4RY, 1
<br /> 27 01°57'38" 4313.00' 147.58 73 80T 147.57 S 87 56 14 W j•N. 9G� 128171
<br /> ---- - -
<br /> 28 00 59 47 2669.89 46.43' 23 227 46.43' S O4657'54E 1 rr 60' Jam.00 ACRES
<br /> 29-- -D 1 o 17x18" p5s9.89 60.00 30.00'-_ 59.99'- N 06 06 25 W_ SCALE S
<br /> _ ,_ f-,r-- NOTES
<br /> - ,- ,j _ PER R.S, 32-92 Z
<br /> 30 __ _O 1 l 7 15 _ 2669.,89 __ 60^66� _ 30 00T, _59.99 N 07 23_40 W
<br /> 43 O1°1715T 2770:OOr _ 62.24 31`12' 62.24' N 0702340 W f 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 44 0l°1715 2770.00 62.24' 31 12' 62.24 S 06 06 25 E DILATED
<br /> �.
<br /> 2. A lO' PUBLIC UTILITY EASEMENT HAS BEEN
<br /> 45 O1°05'42' 27i'D_00' 52.94' 26.4-7- 52,94 N 04 4 57 rj W _.,
<br /> _ _ 14
<br /> 46 - O 1°41'05" 2830.00 83.21 r 41 61�_ 83.2 S 04 58 04 E r
<br /> -- - - --
<br /> -- -o --r--rr--- ALONG ALL STREETS AS SHOWN ON THIS MA
<br /> 47 01°19'34 r' 2830.00 65.50' _32 75�_ _65_50i__ N 06.28 24 _ W__ � O_______ _._ 42�_ -- ..- 3. SETA 5'6' WITNESS CORNER, ON LOT LINE PROJECTION
<br /> _ _ _
<br /> ---
<br /> --------------
<br /> 48 OJ°19_'34" 2830.00r 65.50' 32 75 _65.50 S 0764757 E 42' - FOR LOT CORNERS FACING A ROADWAY. CHISELED N f
<br /> _ _ _
<br /> 62 100°01'10' 70,DOr 122.20' 83 45'_ 107_267 N_49 h44 X30" W i J IN CONCRETE SIDEWALK.)
<br /> - -- -
<br /> 63 1564544 ' 70.00 19.26 _9 69' 19.20' S 07 36'47 E r,i 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED D
<br /> - - ----- -- 6 r--��-
<br /> 64 36°48 39" 70.00 44.97r 23.29' 44.20' N 33 53 59 W ti i
<br /> ° �r_ i t„i ,._. PROVIDE PROPER DRAINAGE WITHOUT CAUSING SOIL ER
<br /> OSION
<br /> __o �j -- -, - i _ OR DRAINING ONTO ADJACENT PROPERTY ALL LOTS ARE TO.
<br /> 65 38 J 1 50 _ 70.00 46.67r _24.24' 45`81 N 71 24 13 W
<br /> 66 09614S7T _--70.00 _-- 11.30'- --- 5 66'--- _11.29 __ S B4 a52'23W u "o i h i :)
<br /> ' 6.82] 13.50 N_84.34 59_ E_ - ,��-' DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> s7 oB64o'9$" __so 00 _ 13.61_ _____ _______ ° , - „ -,� W Z O Cr); _ \ ��it 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 16-90.
<br /> _ j ---- , r
<br /> 68 03632x1 D _90_00 5_55 _ 2.78 _ 5.55 - N 82x01 i00�j E_ o , „ ' °rte , -r
<br /> rr r W a N43 22 16 E m i \ 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> 69 05 07 58 90.00 8.06' 4.03 8.06' S 86 c 1 04 �� W R VOLUME PRECEDES PACE
<br /> ii 28.63' i zi 3i '
<br /> 70 0064436 4313.00' 55.95 r _27 97'^ 55.94 i N 88°32 45�� E _ 1
<br /> AND 800K
<br /> _.
<br /> 71 00°50'13" 4313.00 63.00' 31 50 63.00 N_87 45 21 E i ° i /)
<br /> 83 DO°53'40" 5000.00' 78.05' 39.03 7$.05T- S 85°24 13'r E �' ` 42 \ LEGEND
<br /> 1 0; �� ' d N� -
<br /> �i �� `2 i "z' \ -o- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> R.C.E. 29547(R1) UNLESS NOTED OTHERWISE.
<br /> 6 C �EQQ Q I .� -�(- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> 0
<br /> EXISTING N`0-N/-EXCLUSIVE N86 4j,65?4" `. N 86°34` 14 _E S�. N L.S. 4876(R9) UNLESS NOTED OTHERWISE.
<br /> ° ' (R DRIVE HORN
<br /> EX S _ ---_�-- o --_ - _ ____-- o�-�- f • FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> 8 9 _ti___ 2 LOU 4876 RIO UNLESS NOTED OTHERWISE,
<br /> ACCESS EASEMENT - ,
<br /> P.M. 20-56 �� Q NO1°08'45"E(R) 9 P R
<br /> t� N01°04'58"W(Rl , OUR -� -- 1} - FD. CITY OF STOCKTON CONTROL MONUMENT, 2-1/2" BRASS
<br /> ---- - - MONUMENT WELL, STAMPED AS NOTED )
<br /> 0 -- DISC !N MON N (R8
<br /> // // i� o __ 10 .-� 11 N gy°31'59" f .(R� �- " "
<br /> z + t- -{O) SET'3/4 X 30 IRON PIPE TAGGED L.S. 4876
<br /> 3 FUTURE LOTS ►-� � 30 -
<br /> o 1 N 4302J'20" E; 42 IN MONUMENT WELL
<br /> 0.670 AC. N o �ha ' 4Z '� ,j D`t27.44'�
<br /> N 89°53'03" W N 89 O6 31 W Z Q A U 46 o0 30 1 z 45 28 SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> ' 59.74 o cr,rn o ° " W _
<br /> 59.73 0 l 5� _ 1 q7 46 3D l �J I T SET J 2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> Q) N 88°19`59" W I ti N 84°32'12" E R / �� ` f `) 0 I REAR LDT CORNERS UNLESS OTHERWISE NOTED
<br /> ° 7 " Z 1 N C,, 1 13 �� \
<br /> N87 17 58 E ° , ++ 59.73' i N84°11'23"( `° " 100.1 t /
<br /> 60.82 N88 55 52" E ; -------- = cn 3' W.C.. .. "
<br /> I � __.. � _... •. � � �� l �" !'� \ 3' ��,- �" WITNESS CORNER: SET 1�2 X 3011IRON PIPE TAGGED
<br /> 122.76 --� :,.... I _ - `- N 87°26'18' W�� C.�� �m 4 O l \� Y L.S. 4876, AT OFFSET DISTANCE NOTED.
<br /> q 29
<br /> �o o'----- 54.20 47.00 , ..� `� 7$.07 ��� 4 / 05
<br /> 65.48 �. 17.08 17 59 _
<br /> 0 3.08 /' z l ,,' 25.06' f
<br /> i 12.73 3 ° „ E R �,� / N=2 153 535.135 CALIF. COORDINATES-83, ZONE 3
<br /> - oo 47 14'57 l
<br /> _ 4' N v � � ` N 8 '00',3�' � t%J`7 \ r) E-fi 327 497.231 (CENTERLINE & CONTROL. MONUMENTS)
<br /> N = ��c�n� `" -0, 1,35 `�� 1°' v �' 3 W.C.
<br /> ... O , �) `��� ,J _ R.S. RECORD OF SURVEY
<br /> 1 - C
<br /> to N / ,32 a"' rn �, �� ��' Nv, (A 0 3D �'•1\l Q f 1.N. INSTRUMENT NUMBER
<br /> ai o '� v , ii / �� \ R RADIAL BEARING
<br /> .. rn 0 0 0 68 66 z �"� ; N82°51 49 E R 43 c / \ \ (R)
<br /> / l 2
<br /> 101 P.U.E. cy ' ,.lz � 65 1,36 100.00 I g
<br /> • .�-- � „� „ R � \ P.M. PARCEL MAP
<br /> 1
<br /> 70 __' - _ i„ 0 21 N' 81057142 �E I J \ M.&P. MAPS AND PLATS
<br /> �.. _ 0 1 15
<br /> o.--�"\b 71 ! 67 50-001155" E 1" E o 50 ° MEASURED ON THIS SURVEY
<br /> 27 o r N 8p4 62 64 N 74°30 Z� E o° , _ , R E W.C. WITNESS CORNER
<br /> Z �rN gp°43 38 _ . ,1 " E , R 1 20 1 0 /
<br /> I o © N D 1°04'57 W �R ,l _. - °
<br /> __-_ _ _ .- _..___ ____ P.U.E. PUBLIC UTJLIIY EASEMENT
<br /> _--_ - z N�
<br /> gp.78 �, :' N 81°32 6 , 16 E 0 CURVE TABLE REFERENCE
<br /> SSOM CI RCL E o 63 100.001
<br /> Dp pp tT� , T R
<br /> c., o
<br /> _ VL_ D 42' / / 4� LINE TABLE REFERENCE
<br /> 1 42,
<br /> (]3 � `j �- 3� CENTERLINE COORDINATE REFERENCE
<br /> 149
<br /> 1 30 10' P.U.E. 30 O
<br /> 129
<br /> 29 t ' 108 / � -' � .rcc.: RESTRICTED ACCESS
<br /> o
<br /> CENTERLINE GRID COORDINATES
<br /> LOT AREA DATA
<br /> cox sq. Fr cox SQ. FT n--- REFERENCES. BASIS OF BEARINGS. _
<br /> /� _N=2189591.194 _N=2189146.354
<br /> 655 . _LO _ Q. F BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE A= E=6339285.217 6 E=¢339101.772
<br /> �6 _9572 (R1) R.S. 32-92 (R6) SAN JOAQUIN COUNTY SURVEY N0. 4372 SYSTEM -83, ZONE Ill. A UNE BETWEEN CITY OF STOCKTON MONUMENTS 4N-2 AND
<br /> 106_ _61.19 1_50 6657 (R2) R.S. 31`-50 (R7) LN. 94072659 4N-3 BEARS N 03°44'38" E, AS SHOWN ON CITY OF STOCKTON HORIZONTAL CONTROL _ N=2189146.542 7 __N=21$8893.549
<br /> 151 7468 =6339274.152 �`-a E-6338864.979
<br /> 33 64__52_ 152_ __7027 (R3) R.S.RS25-132 (RB) R.S. 33-2D SYSTEM PHASES Xl! AND XIII, FILED FOR RECORD IN BOOK 33 OF SURVEYS, 2
<br /> R4 R.S. 28-180 (R9) M.& P. 32-76 BLOSSOM I?ANCN, AT PAGE 20, SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE GROUND
<br /> 134 6 7 LDT - 29 204 ( UNIT N0. 2 LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99994258 TO OBTAIN GRID DISTANCES,
<br /> (R5) N. 92128171
<br /> (R10) P.M. 20-56
<br /> P.\STOCKTON,138325MAPS138325FM.DWG 4-15-98 •
<br /> ANW1 9 'D
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