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MONUMENTS SET:
<br /> 3:0 < IRON PIN 3/4" DIAMETER X 30- LONG WITH CAP STAMPED L.S. 7600 AT
<br /> AND BASIS OF BEARINGS.
<br /> SEE SHEET 2 FOR NOTES I LL 0 POINTS SHOWN THUS 0 UNLESS OTHERWISE NOTED.
<br /> Li- rK
<br /> MARIPOSA 06 < ROAD FD.
<br /> 3/4" I. PIPE IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED L.S. 7600 IN
<br /> F= V) TAGGED RE 1014 UNLESS
<br /> < 0 MONUMENT BOX AT POINTS SHOWN THUS
<br /> d Q- PER (REF. B) OTHERWISE NOTED.
<br /> 23 q-
<br /> w < REAR LOT CORNERS WILL BE MONUMENTED WITH 3/4" DIA. BY 30- LONG IRON
<br /> N56 38 315.02'(M) 315.21' PIN TAGGED L.S. 7600, EXCEPT AS NOTED.
<br /> S.F.N. 8 . �REEF..SA)
<br /> ,.,,S.F.N.
<br /> *33'Ql i
<br /> APPRIOVED ACCESS -,80.01" 79.94"i v REAR LOT CORNERS FOR LOTS 101 TO 104, 107 TO 110, LOTS 113 TO 117, AND
<br /> 55.15
<br /> MONUMENTED 2' OFF THE LOT LINE WITH 3/4- DIA.
<br /> OPENING LOTS 119 TO 129 WILL BE
<br /> 0) BY 30" LONG IRON PIN TAGGED L.S. 7600. REAR LOT CORNERS FOR LOT 118
<br /> m ff-g7yff m ff-sm 1
<br /> TO BE SET ON TOP OF WALL WITH BRASS DISK TAGGED L.S. 7600.
<br /> (d 5448 S.F. 119
<br /> 118 FA 6019 S.F.
<br /> "-c" 6210 S.F. �-1 00.0
<br /> 1p- . *10' P.U.E.- 99.950 FRONT LOT CORNERS WILL BE MONUMENTED WITH A CHISELED CROSS ON A 5.5'
<br /> FD. 1 I. PIPE n- n N56'35 34"W~ v-
<br /> w N56*35'30"W OFFSET ON LOT LINE PROJECTION FOR LOT CORNERS FACING A ROADWAY.
<br /> 0
<br /> PER R.S. 6-218 z
<br /> -r.-) , C�#- 116
<br /> NO TAG (.0 6;:� 5000 S.F. 0 120 LEGEND:
<br /> S56*32'0'2"E 111.610 U-)C4 0 -
<br /> 10 P-U-E7 C,�)j 5197 S.F. c-i
<br /> A Lo
<br /> 111.24� (REF- A) 390.00 ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS OTHERWISE NOTED.
<br /> -j- -)g -" r,6* 2'02"E N56*35'30"W 99.95" , I
<br /> 55.80" 55.80, 56.1 l' Lu U-) • DENOTES FOUND MONUMENT AS NOTED
<br /> < 3: #1-- 1 N56*3V30"W R. S. DENOTES RECORD OF SURVEY,
<br /> 81� 115 0- BOOK - PAGE DENOTES FOUND 2.5" BRASS DISK SET
<br /> 5000 S.F. 121 8
<br /> Lo
<br /> co 113 -r-- N DENOTES BOOK OF MAPS AND PLATS, IN CONCRETE AND STAMPED "CITY OF
<br /> Lo �4 10 04
<br /> I M. P.
<br /> 10 tcol 5197 S.F.
<br /> C,4 00 0.00, VOLUME - PAGE STOCKTON SURVEY MONUMENT-L.S.
<br /> oi 1 1 99,95'
<br /> 111 112 a) N56',55 ,30"W P. M. DENOTES BOOK OF PARCEL MAPS, 6670", INSIDE MONUMENT BOX
<br /> 9 8 7 6 5 4 3 2 z
<br /> no (n V) 0 30' 30' 1 N56-35'30-W BOOK - PAGE ammmgm Fmaluf ffzg in 114 Lo )1( DENOTES FOUND 3/4" I. PIPE TAGGED
<br /> Wd 5579 S.F. 5577 S.F. 5606 S.F. 0 0. R. DENOTES OFFICIAL RECORDS, R.C.E. 15831 PER MONTCLAIR TERRACE
<br /> 0 , to 5301 S.F, 0 P-11
<br /> �01 122 C! co VOLUME - PAGE UNIT NO. 1, M&P 19-25 (REF. A)
<br /> S.F.N. 5197 S.F. C'4 u*
<br /> M & p -I - - )\�� 8 Lo INST. NO. DENOTES INSTRUMENT NUMBER )W DENOTES FOUND 3/4- I. PIPE TAGGED
<br /> 119-25 .1 55.80' 5549, DOC. NO. DENOTES DOCUMENT NUMBER
<br /> Lu S563447"E Lj 247.73' R.C.E. 15831 PER MONTCLAIR TERRACE
<br /> 6*35'30"W DENOTES MEASURED DATA
<br /> 0 1":
<br /> IT- (M) UNIT NO. 2, M&P 19-57 (REF. B)
<br /> S56*34'47"E 664.75' S�-6*34-'47-1- 3 n* 2,94,88' -n (o 801, 1 (R) DENOTES RADIAL BEARING )K DENOTES FOUND 3/4- I. PIPE TAGGED
<br /> o_-- C�j 23 to S.F.N. ING R.C.E. 15831 IN MONUMENT BOX PER
<br /> 0 0 5197 S.F. C4 DENOTES PUBLIC UTILITY EASEMENT
<br /> n CAMBRIA N DRIVE 0 (o P.U.E.
<br /> 7- - - 56-3.4'47-E - T2 2.0,V Cl Lo 99.25' RESTRICTED ACCESS MONTCLAIR TERRACE UNIT NO. 1, M&P
<br /> F-- %00- �"'00' 50.M 5, .00,-' 42;04 (o 6'3V30"W PUBLIC UTILITY EASEMENT 19-25 (REF. A)
<br /> (D lo - I. PIPE TAGGED
<br /> * DENOTES FOUND 3/4
<br /> 3t
<br /> R.C.E. 15831 IN MONUMENT BOX
<br /> 124 0
<br /> Po 30' 30- 5197 S.F. MONTCLAIR TERRACE UNIT NO. 2, M&P
<br /> 41 cr to
<br /> *u-) 99.95 19-57 (REF. B)
<br /> 42 43 44 1 45 1 46 47 Q 110 9 109 o 108 107 106 N56-35"30pW
<br /> moo - 7-
<br /> 6008 S.F. 19 77 CURVE DATA
<br /> 06 ;'5006 S.F. 5006 S.F. 5006 S.F.:'5006 S.F. 2C b -
<br /> 0 0 125 © ' TA LENGTH CHORD BRG- CHORD
<br /> r I17(10 o LOT CPRYE NO,�., RADIUS DEV ,
<br /> 5197 'S.F. C'4
<br /> P2
<br /> 0 W 05"2 9,.' S58'10'47W 20,98,
<br /> '(REF, A : ,-.50.00 50.00' 50.00 62.,02'
<br /> - -(N4 .,PG � - til .i
<br /> 40 .. 3 , 2,3: 39 50.00'- 99.95' � -3 29,590
<br /> c
<br /> S56 34 P35"W 1 20,00 07*48'41.*� $51 527'W
<br /> 61.72� 18.51` 55'.bO' 55.06' 56.� �s 475 26�.02- N56*35,
<br /> 10, P.O. 55 880,00..' OW35'14"w 32371 S43*261301W 32,54'
<br /> -10 '
<br /> w 9S
<br /> 0
<br /> S53*38'31'W
<br /> 91 126 0 a
<br /> 96
<br /> :7 0) 62,58 S47*17"15'W 62.37'
<br /> 0 Lo 4j.5 UO
<br /> to tu6i U)R 9
<br /> 9 to
<br /> 1� C�j
<br /> 'o 0) 5197 S.F. C4
<br /> 8759 S.F.�pMv- 00 60001 37.52' S864'03'05.1ow 36,91'
<br /> SN - 101 102 -- 104 99. 56 35*4915
<br /> 39 97 m 98 P 99 100 103 14 105 9V
<br /> 89,81� S61*4538'W 29.5,8'
<br /> n C4 N56*3,5'30"w
<br /> V& V) K) ,, - 1" -
<br /> V) v V L' ;f to 55-91 1 0! 93°21'50" 9717' S85-49'48`W 87,31'
<br /> 0 5915 SF. ' 5618 S.F. 5774 S.F. 5250 S.F. �250 S.F. 5250 S.F. 5250 S.F. 6314 S.F. Q 60;0 L
<br /> 5773 S.F. 127 ci, 14.74'
<br /> 4b 981C8 5�' 0 091*05',30' 14-76' N52*02'02'W
<br /> Ll 5197 S.F. C,4
<br /> Lo
<br /> 80,00
<br /> 00 N49*80'37'E 59.54'
<br /> 0,60,�
<br /> �7 . 4 1V 8
<br /> ��57.160, o 5 42.0 z
<br /> &60 r C3 81*8i 10" 93.17' S.44-46'13'W 9
<br /> 38 9 . -- wl,I
<br /> 1�7:2 2.631
<br /> jo -5 N4 Vq� N56'3447"W 35642U: I-E-.-- . '--N56*35'30"W
<br /> 17 W 10
<br /> 71749S.P.
<br /> n N56!3447"W 5Q2p4Q!- 001
<br /> 8, LINE BLE
<br /> DRIVE -in ISTANCE
<br /> u 28 AR D
<br /> 4 s5*54'22" CLEARFIEL .' �4 5197 8.F. c 'b LINE NO. 13,1� 1 0
<br /> 0 U4)
<br /> N56 .47"1w 410.85' 28.29,
<br /> 00 50'00 50� 9.os, 99.95,,, Ll N79486'45
<br /> 37 00' W.82 Z .t, , i
<br /> 59.0 5Q&- -n 34'WE
<br /> 50 - M, - -35'3` SW
<br /> N% _0 W L2
<br /> N56
<br /> _z: 31:
<br /> L3 S78
<br /> 2
<br /> tr 0). K)
<br /> r, 131 511°35'08'E 28,29'
<br /> 5 46- 130 511 S.F.
<br /> SS. 91"
<br /> C
<br /> C14 1,4
<br /> 5
<br /> U-) 16 T- 18 S.F. -iw 28,28'
<br /> 99.98'
<br /> uj 100-00,
<br /> $-'47#E
<br /> L6 N82*1 30,13'
<br /> 2 s.F. to 1 4
<br /> 5 N4 N56*1 453"W 91
<br /> 00 to z SiV35'WE
<br /> 3 00 5275 S.F. 5274 S.F. 5274 S.F. 5274 S.F. -57
<br /> 0: V) V) I)l-"o p N�6*351TO"W
<br /> 1 0 :2 Ll 28.2
<br /> Lo 4 6 5267 S.F. 01 99 95, �(M
<br /> no/ 137 36 r-c.-q iii 1,351-5 • 0 134 SN a 133 ;N M
<br /> Z , , r') V� 6 , 132 �Iff - I
<br /> )S31 3 0 50 �306 N 17,17'
<br /> N 36 51651 S.F. �4 81 N 9wo
<br /> P 8.2
<br /> I lvl�;4 >' L6 L9 N47*;29"17#W 101'
<br /> 17 50 00' 50.0V 50.0 50.0(yl
<br /> - "i- . 1 1 1 - I I �49.82' N56*34-*47'W 4.15'
<br /> 7jS j, N I L10
<br /> 9 91, Z56'351 Z'W 249.82 (M) 250.06'/ REF. B)
<br /> 9. L11 S74431,*0-,7W 19.95 0.00 REF, B)
<br /> 34 83 L12 N33*24'30'E 5x00,
<br /> 80
<br /> 6 67 033,12 REF. A)
<br /> 27 65 6
<br /> Z&V100 A jV rVZ�Vjd Z1,W Fff&Z Wgff TRACT NO. 2548
<br /> 35 84 SUBDIVISIONS OF SAN JOAQUIN L COUNTY
<br /> 79
<br /> 28 33 ►m & P 1,9- 7 MONTC:�AI, , R` TERRACE , UNIT NO . 3.
<br /> G.M. WEBER GRANT,
<br /> 29 BEING A PORTION OF SECTION 46 OF THE
<br /> �/ / \ 63 78 1 85 1 CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 68 1 1 el
<br /> 30 1 1 1 WONG ENGINEERS, INC.
<br /> 64 PLANNING ENGINEERING SURVEYING
<br /> t/ a4578 FEATHER RIVER DRIVE, SUITE A
<br /> STOCKTON, CALIFORNIA (209) 476-0011
<br /> T,
<br /> P
<br /> 0)
<br /> S.F.N.
<br /> \\\N
<br /> Lo ,n7
<br /> 3 S.F.
<br /> Lo �L
<br /> Fo
<br /> ro
<br /> LF
<br /> ::b'%
<br /> 41
<br /> L5 0.=OC 0�2'
<br /> U.C.
<br /> 36
<br /> 31 77 1 86
<br /> (D.D. SHEET NO. 35) JULY 2003 SHEET 3 OF 3
<br /> 2004-124610 417-1
<br /> 06/07/2004 03:51P Loa
<br /> 3 �iq. I I
<br />
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