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i
<br /> TRACT NO. 2712
<br /> X=1.769,77J.851 SUBOI SMS OF SN ja4QU1N COU ff
<br /> LOT CURVE DATA Y- 510 881.30
<br /> i
<br /> F
<br /> LENGTH CHORD TANGENT CH. BEARING WESTON R�4NCHv
<br /> LOT DELTA
<br /> RADIUSj�w' Ow
<br /> 72 02036142" 1270.00 55.67 55.67 27.84 N 13'52-'18' E ,Y�
<br /> 73 -j2-'4JT81pp1270.00 --6Q-.�45 60.44 30.23 N 110'15"0911E UNff
<br /> NOw
<br /> 74 --62-'J-2'58 1270-00' 56.51 -56.5 1 28.26 N 08 36"51 E / AV
<br /> 75 ---62-u2-7-1,37 1270.001 54.53 54.53 --F7.-2-7-7- N 06"06'3.3-" E
<br /> 76 02"04"25401270.00 45.96 45.96 22.98 N 03 50 32 E ` I �l-Jr r�
<br /> 49T' J Orr 7
<br /> 77 01043 1470.00 44.39 44.39 22.20 N 03 26 06 E l / BEING A SUBMVISION OF LOT 60, AS SHOWN ON THE A44P OF WE ON
<br /> 78 0201 59 1470.00 59.00 59.00 29.501 N 05 27 DO f RANCH, UNIT NO. 21, RL ED IN BOOK M OF MAPS AND PLAM AT
<br /> 79 02 36 38 1470.00 66.98 66.97 33.49 N 07054"18' E ;• l l PAG- 4j $„�Jy ,IG�IQUIN COUNTY RECORM AND A PORTION OF THE LONG
<br /> 80 02 12'33 1530.00 59.DO 58.99 29.50 N 0 O8 04 E / / 9
<br /> 80 00 02-'l 6" 1530.00' 1.00' 1.00' .50' NOS 15'28" E `� "L►E �IGNG4TED REMAINDER" AND A P'��RTION OF THE ANDES' Lk�SKs
<br /> 81 02 03 35'
<br /> -T530.00 55.00 55.00 2750 N 05'00-'00-"' E REMVNDM , AS SHOWN ON THE MP OF WEM N RANCH, UNIT NO. 20,
<br /> 82 01057j28" 1530.00 52.28 52.28 26.14 N 02"59"29 E ory / MED IN BOOK 32 OF MAPS AND PLAM AT PAGE 18, SAN JaWIN
<br /> 85 O 1 01 38 1210.00 21.69 21.69 10.85 N O 1 35 33 E , ,y 24°s2� /l 3p' l g� 01p( ffff RECORDS AND LYING IN SECTION 27, T. 1 N., R. 6 E,
<br /> 86 --62-v4-,6155 1210.00 59.45 59.45 29.73 N 03 30 49 E
<br /> 87 02 48 55 1210.00 59.46 59.45 29.73 N 06 19 45 E �:• �0 998p� K' (RJ / N Al. D. B. �' Al. AND SECTION D OF THE C.M. N�E80R GRANT,
<br /> 88 02'48J56" 1210.00 59.46 59.45 29.74 N 09 08 40 E tv ; >Do 93 C Y OF STDCKTON,
<br /> [3990EE
<br /> 030237 1210.00 64.28 64.27 32.15 N 12 04 27 E /
<br /> 03-01 41 1210.00 63.95 63.94 31.98 N 15006'36" E �� / N �.�°22 w SAN JQ�4QUIN COUNTY, CALIFORNIA
<br /> �''�0 0�
<br /> 72 10' P.U.E. ...•..y� /l `3'� '`�'oe' THOMPSON-HYSELL ENGINEERS
<br /> (LONG) _ `h `� f�..... l ;v
<br /> 1,lel.
<br /> 84024014 ~ - � � ?� ` N �v I ro P.U.E. no � \� 1016 12th STREET MOOESTn, CAUfORNW
<br /> • 03 w J AUGUST, 1995
<br /> A=00°56'01" h
<br /> R=1530.00' 6.09' 99 9p'
<br /> L=24.9.3' h l w (R l
<br /> CH.=24.93' 100>>,
<br /> N 09°16'11" E c J 6 �' � 0
<br /> T=12.46' h h g 4 LEGEND
<br /> CHBRG.=N 08°44'37" E - __ 22.12 73 �h h
<br /> * V. r / FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> S -60 9.84 �`p v v V 89 L.S. 4876 (R1) UNLESS NOTED OTHERWISE
<br /> °4723" N 80°
<br /> ° 60 00' 4 2-- w • FOUND AND ACCEPTED 314" IRON PIPE TAGGED L.S.4876(R f)
<br /> N ° 3000' 30 0 o/ N 83°02'22" {y ` r N 80°O6% ,. p p ,� oh IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> 0 81 43 24" 0 I
<br /> N 07°51'28" E 104.30' 'o� 9986, W R I op op' poo N 79°2652„ � --�-- FD. C171' OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> N 09016'11" E I O w R DISC IN MONUMENT WELL STAMPED AS N07F0
<br /> N 09016'11""�E �, ►� N ti I 10028 �� -o-- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> L=1.00'....... (� , ' I 2716 ..........,._ 39.44 4 tr
<br /> I �+ p 79 ' ° `� 95
<br /> W.C. WITNESS CORNER
<br /> it � �
<br /> 80 I o :� `............ . 74 I � � �" P.U.E. PUBUC UTILITY EASEMENT
<br /> N 06044'04"" E o tl 10" P.U.E. ( o,I ii _ i
<br /> 40.09' I h ^ �'I N 07°33'08" E I p hI CJV h Zvi SSE N i - 40 I R PLOT CORNERS UNLESS OTNERWiSE NOTEDAT ALL
<br /> 10 P.U.E. ►I , 6, h I ° 32.85<..... cV I �' S
<br /> y v ,.� N 83 24 O 1 W (R) o
<br /> INKI ``� °p FX-=1,7-9o-j6-9..-3q, CALIF. COORDINATES-27, ZONE 3
<br /> N 82 39'38�� H, (R) I °j Y= 516 353.43 (CENTERLINE do CONTROL MONUMENTS)
<br /> N 83°58'13 I �' T N 87°01'51" W 99.91' I N 82 15' '� o
<br /> W (R) `� ° 48
<br /> 100.00' o �; I 100.22' 11.34'I N 07°33'08". E ! I 100.26 w (R) (M) MEASURED ON THIS SURVEY
<br /> o, I"� '� ip I �: w (R 1) RECORD P. PER.
<br /> f W E S O C.R. NCH, UNIT NO. 20,
<br /> o Ih
<br /> g p �, h o 78 h �� I � , N g 6 t� (R2) RECORD PER. WESTON RANCH, UNIT NO 21,
<br /> o � I h � ^ q o u, tt h I 8 7 'c\,
<br /> �O M. P. 32-43, S.J.C.R.
<br /> o q o Q � I `� `'I N 85°41'59"W (R) I I SJ.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 2 N_86°01'47"W (R) " o 4 _------- N 85°0715" {y h `O
<br /> I 111) (R) I I p D.R. OFFICAL RECORDS
<br /> ! N 89"19"42" W "� Q N 89019'42" W 100.00' N 85°04'43" W ,q R.S. RECORD OF SURVEY
<br /> 100.06' . 7.51' O I t LN. INSTRUMENT NUMBER
<br /> 100.00 I � � N 5°52'33" E 1OCTr5' _ �� (R) RADIAL BEARING
<br /> to
<br /> LQ N 87 59 15 'W (R) cV O "� 10' P.U.E. 10 P.U.E. o W
<br /> N 77 76 I cri
<br /> I ' G - _ - - CITY LIMITS UNE
<br /> ` O $ o i i I ^ of N h
<br /> it n N 87°25'48"W R v
<br /> a o 82 -� 30' 30' ,, O o e N 87 11 40 W_(R) w h 86 �
<br /> N4302245"W $ N46°44'19"E 30' U h a LOT AREA DATA
<br /> o� N 38°44'12" E � `'
<br /> 28.75' 2 27.75'....••. ( o LOT SQ. FT.
<br /> ZZ 10' P.U.E. _ 16.22g - - - - - - - - - - - - - - -� LOT SQ. FT.
<br /> 77.89' 49.48' I, 30.04' , N 87°5338" W (R) 100.1 f' ! 2 72 5777 82 6428
<br /> -- - - - 82.21' •
<br /> 39.85' 50.66 . . 73 6275 3 5779
<br /> 1 90.51'" N 89019"42"' W 160.10" 9.52 74 5865 84 6302
<br /> 90.42' - • - N 87°30'18"E X=1 769.673.57 N 89002"441-' E R=1210.00' i NOTES
<br /> S 89019'42" E o i " o Y= 510 40716 -' 75 5661 85 5681
<br /> X_1 769,413.60 N 00 �� 18 E ° , „ 30 L=21.69 76 6604 86 5724
<br /> N 00 40 18 E i� 77 6394 87 5729 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> Y= 510 410.20 • 1 9 • W ` ���\ N 8805,5/15 W (R)
<br /> -�--� • -�.. - - 1.97 ............. .....-- � _.--_ 2. A 10' PUBLIC UT1UlY EASEMENT HAS BEEN DEDICATED
<br /> _ • � � a: 78 5705 88 5727
<br /> rh I `n 79 6355 89 6189 ALONG ALL STREETS' AS SHOWN ON IVIS MAP.
<br /> X=1,769,413.58 p=01°21'37" o� "� I 88 80 6192 90 5921
<br /> N SKY Y= 510 408.24 I(� n=0°57'50" o / d/�/� '�
<br /> J. SETA 5.5' W/TTVESS CORNER, ON LO LINE PRG1/ECTION�
<br /> " " LANE. R=1240.00' �o oN� ° , „ 81 5949 FOR LOT CORNERS FACING A ROADWAY. (CHISELED +
<br /> R=1502.00 L=29.44' �,,'h 'o"� I N 89 19 42 W
<br /> -� L=25:24' o o IN CONCRETE SIDEWALK.)
<br /> o CH.=25.24 CH=29.4 ' , _ o^I 103.82' ;� 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO
<br /> T=12.62' T=14.72' h
<br /> CH. .=N 1°09'13" E CH.BRG.=N 01°21'06" E 0 k • I e PROVIDE PROPER DRAINAGE WITNOUT CAUSING SOIL EROSION
<br /> 25' �' $ OR DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> I 30 30' 1 �� g $ I Q�l $ 4i 5, THIS MAP REFERS TO APPROVED TENTATIVE MAP 7M12-93.
<br /> / ' M ( CJ`t 6. ALL DISTANCES SHOWN ARE GROUND LEVEL. DISTANCES AND
<br /> 99
<br /> MUST BE MULTIPLIED BY 0.9999323 TO OBTAIN GRID DISTANCES.
<br /> DATA ' 019'42" 7. ALL DISTANCES BETWEEN FOUND MONUMENTS ARE MEASURED
<br /> STREET `iUl�rG \ N 89 W � AND ARE IDENTICAL TO (R1).
<br /> STREET DELTA RADIUS LENGlH CHORD TANGENT CH. BEARING ���Y ���v�f�I - - - 105.15' $
<br /> WOOOHO R AVENUE UJV17'I7' I Y!.✓. 2 1 "V p IZ
<br /> WEST R 0 11`52 1530.00 192.21 192.08 96.23 N 05 36 41 E v g � :-.10" P.U.E. $ 100
<br /> CENT ERUNE 0 34 29 1500.00 198.3 l 198.16 99.30 NOS 25 23 E M.&P, 32-43 0114
<br /> EAST R 08 38 25 1470.00 170.37 170.27 85.28 N 05'K3 25 E S.J.C.R. 23
<br /> 83
<br /> EDGEBROOK AVENUE 2 r
<br /> WEST R 15 36 19 1270.00 345.90 344.B4 174.03 N 10 36 30 E 25' 25 ! ,
<br /> CENTERUNE 21-1046" 1240.00 458.36 455.76 j--- N 12037'181" f 105.00' .
<br /> EAST R 19 39 40 -12-1-0.-00 415.22 413.18 209.67 N 10 54 35 E - N 89°19'42" W I 615.00'
<br /> EAST R 18 38'03" 1210.00' 393.53' 391.79' 198.52' N 11 25'23" E g r,
<br /> 5-9 J jr,- I J 7 J SHEET 6 OF 7
<br /> J:\CAD\143229M2.DWV 11/17/95
<br /> ov co) GOP
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