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BREET 7 OF' 13 TRACT No. 2647
<br /> LOT AREA DATA SUBDMSIONS OF SAN .Ia QUIN COUNTY'
<br /> N81°17'J9" Jyj ' IL 7
<br /> 5560 , �. WES T. O.NRANCH,
<br /> 5738 25 °�25' .
<br /> 79 eai3 75 o A N B1°21'49"
<br /> 80 6889 4i °0 W(R) UNIPTNO. 20
<br /> 81 8897 h ^ 1
<br /> 82 6942 l�J
<br /> 8 5935 4i ! `O N 81° , „ 4 ! h
<br /> 94 so o 1p S7 j ►° o d BQ1NG A PORTION OF SECTIONS 27, 28, .3.3 AND
<br /> 84 5349 w �' `° �� 34, T. 1 N., R. 6 E., ill. D. B. dt Al. AND
<br /> 5000 N B6°45'1 B" 29 h I N -68010'26-"' W R
<br /> 9 5000 0 N w �R> I ►�. ac h �; N 87°47'10" w SECTION �cDii OF Th1E C.M. WF� R GRANT
<br /> 000 0 �� ,► ,
<br /> 98 5000
<br /> 99 3000 76 N 1 104:93'
<br /> ETOLILAI16 1 01 CITY OF S70C1CTt�N
<br /> 101 41
<br /> S 6 N
<br /> i• ft�RllnA
<br /> � J^A^U/N COUNTY G41J
<br /> w' N 89°27'10" W 125 25 } D,I .�►�N t ,
<br /> SCr4LE 1" a 40' 37
<br /> 104:32, :� , : I `t
<br /> 4 I .� °° ITHOMPSON-HYSELL ENGINEERS
<br /> INC, w I w N " I N 89°27'10" W
<br /> �°�
<br /> 77 "6�s9� " ; N , 105.00' 1016 12th srREEr MODEM, G4l1FORNI4
<br /> � , , NOVE)WB�D4, 1993
<br /> ri
<br /> P,G,8 E. EASEMENT-' N v w� c,
<br /> N 89o 27,10„ o'O W 83
<br /> O.R. 765-12/ °
<br /> NO WIDTH INDICATED 99.80'L�10.J8' � � $ "=�" �� \ N 51 11'21 E (R) LEGEND
<br /> NOTE: P.G.8 E. TO 2 © �-�
<br /> 4B4NDON THIS EASEMENT N 50°05'40" W (R) _, --+- MONUMENT FOUND AND ACCEPTED AS NOTED
<br /> UPON REMOVAL OF Q �O� .�., a=\ N 89°2710" W (•�- FOUND MONUMENT IN MONUMENT WELL,4'
<br /> FACILITIES i 7V ( 85.22' ACCEPTED AS NOTED
<br /> 143 _.jA+ N 72°51'52" E R fD. CRY OF srocKTON CONTROL MONUMENT As NOTED
<br /> $ ``� --4-- SET 3/4" IRON PIPE TAGGED L.S. 4876
<br /> N07E�` N a 6 %h ---,Co)- SET 3/4" IRON PIPE IN MONUMENTWELL
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. N 76 015,12 \ V_ 82 TAGGED L.S. 4876
<br /> 2. A 10' PUBLIC U71LRY EASEMENT S BEEN DEDIG �
<br /> � ,rj
<br /> I7FD ►�� 87.76' \�, �.. , L" (M) MEASURED ON THIS SURVEY
<br /> WS
<br /> ALL STREETS AS SHOWN ON THIS MAP, '� / 10 P.U.E.
<br /> W.C. WRNESS CORNER
<br /> � Z�
<br /> J. SET A 5.5' WITNM CORNER. ON LOT UNE PROJECTION �5 Z�i y T SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> 1
<br /> FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" W ����4 94, LG sp °� REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> IN CONCRETE SIDEWALK) GJ `- - - moi. $ '90
<br /> �s�� INDICATES WITNESS CORNER; SET 1/2" x 30" IRON PIPE
<br /> 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO TAGGED L.S. 4876 AT OFFSET DISTTANCE NOTED
<br /> PRONDE PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION L
<br /> OR DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO ° �v z ��,° ��' �'QJ 7 I ACCEDL.S. 4876 ATOOFFSET DISTANCE NOTED IRON PIPE
<br /> D"N FROM REAR TO FRONT UNLESS OTHERWISE SHOWN $ `� 3'X3' W.C:
<br /> �k� � � �„°� N X=r•�90369.J CALIF. COORDINATES-27, ZONE 3
<br /> 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP 171112-93. Z o o'L�' 60 tv 8 1
<br /> p .. Y=- 516353.43 (CENTERLINE dr CONTROL MONUMENTS)
<br /> 6. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND y� '%� U O v
<br /> MUST BE MULTIPU£D BY 0.9999323 TO OBTAIN GRID DISTANCES P.U.E. PUBLIC U11UlY EASEMENT
<br /> g S J.C.R. SAN JQAQU/N COUNTY RECORDS
<br /> °rte° O.R. OMC/AL RECORDS
<br /> I I I r ' ^ L I.N. INSTRUMENT NUMBER
<br /> N B9°19'42" W 260,82' `'
<br /> N 89°19'42" W_ 205.00' 42.15' 112.85' 105.82' (R) RA0AL BEARING
<br /> �''` EX. EXISTING
<br /> f` 55.00' 251.' 251- SS.00' 50.00' 50.00' 50.00' 50.00' SO.OD' 50.00' Q -- -- CITY UM1TS UNE
<br /> I `'� I RESTRICTED ACCESS
<br /> 10' P.U.E.......''1 W g W I P.M. PARCEL MAP
<br /> I g2
<br /> �; ;� ( W W w W W W W
<br /> ` I co 1
<br /> g 101 I000 � � I °° 96 9 � g 94 g�
<br /> 1 g 1 $ $ i 100 g $ 99 °g $ 98 $ 9 7 $ g $ 5 $ $ STREET' CURVE' DATA
<br /> 2 (�• SIMEET DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> 1 C6 °.,° ,� I 2 2 2 2 2 2 2 WINDSONG COURT
<br /> „ 1 ) (� CENTERLINE 80J456" 500.00 74.89 74.82 JZ52 N 4 50
<br /> E 1 B E
<br /> N 45040'18 Q o
<br /> �" 1838' " 1 "�• f 0' P.U.E. EAST.R 8 OS'20' 475.00 67.06 67.00 33.59 N 04 35'31"" £
<br /> • - - - - � $ _ _- - - - - - - - - - f _ __ _ - - - - - - - -- _ - - - - - - - EAST R 3902129 50.00 4.33 33.68 17.88 N 190754' W
<br /> ao 42.00, 2 - •- ' ' r ' ' ' ' - - - - - - CUL-D£-SAC 258 42 59 47.00 212.23 72.68 ---- N.89 27 10 W
<br /> 42.00 50.00 50.00 50.00 50.00 50.00 50.00 WEST R -39021"30"' 50.00 34.35 33.68 17.88 N 20 13'35 E
<br /> og N 89°19'42" W " - N 89°f 9'42" W 435.00'
<br /> $ �' N 44°19'42" W WEST R 8 09 3/ 525.00 74.76 74.69 37.44 N 04 37 J6' £
<br /> 2 I N 18.38 N_....
<br /> 80.00' ..,i w. 5 f 1.09' o
<br /> ••••.-- S 89°19'42" E 591.09' m510.128.20
<br /> I � a 4A� STREET N
<br /> WOODSTREo LOT CURVE DATA
<br /> N 89°19'42" W ,� O LOT
<br /> DLI RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> 3.36' 76 02°41 51 525.00 24.72 24.71 12.36 N 01"53'46'' E
<br /> 77 27 27 35 50-00' 23.96 2J.73 12.22 N 14 1638 £
<br /> �a� �a� �a� �a� �a7 I a L� � 11 53 55 50. 10.38 10.36 5.2 1 N 33 57 23 E
<br /> 1 102 1 a(9 1 10 �' (/� T8 � 39 OB 47.00 44.01 42.42 23.77- N l J 04 46 E
<br /> 79 42 45 29 47.00 35.08 J4.27 18.40 N 35 W
<br /> 80 4,0,5,'457r- 47.00 J4.94 . 4.14 18.32 N 77v4,611 0W
<br /> 81 42 55 J J 47.00 35.21 34.39 18.48 N 59 2622il E
<br /> 82 55 06 53 47.00 45.21 43.49 24.53 25 N 10 19 E
<br /> !l�� � J i �C �� � 10;701.3 1 47.00 17,.78 17.67 9.00 N 2T SSB 24 W
<br /> rJ r J9`211. 50.00 34.35 X.661 1 17.88 N 19"07754" W
<br /> 84 01 l 644 475.DO 10.60 10.60 5.30 N D 1 1 l 12 £
<br /> SHEET 9 OF 1.3
<br /> 14J205F6 512194
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