|
�r
<br /> STREET CURVE LATA TRACT NO. 2712
<br /> A=5°15'37" 6=3°10'56" A=1°2529" STREET I DELTA I RADIUS LENGTHj CHORD TANGENT I CH. BEARING SUBMSM OF SN AWIN COUNTY
<br /> OL=94.,1000' �2 L=54.100' 3 L=24.200' SONGWOOD COURT
<br /> CH.=94.07 CH.=54.14 O CH.-24.25' S f EET 5 OF 7 . WEST R 21 18 20 825.00 29237 290.85 147.74 N l l 49.28 E WESTONINNCH,T=47.08' T-27.08' T=12.12' CENTERLINE 21 OS.31 800.00 294.50 292.84 148.94 N 11 13 04 E
<br /> CH.BRG.=N 0901151"" E CH.BRG.-N 09°35'00" E CH.BRG.=N 07°16'47" X=1,770,001.08 EAST R 19056;13"1-21775.00 269.69 -f6-8J-J7- 136.22 N 100.38-26' E
<br /> Y= 510 776.98 WEST R 39 21 30 50.00 34.35 33.68 17.88 N 20 21 03 E UNff NQ: AV
<br /> 25.604J"00-r- 47.00 212.23 72.68 57.30 N 89 19 4Z W
<br /> A=7°13,32„ EAST R 39 21 30 50.00 34.35 33.68 17.88 N, 19 0000 27. W
<br /> R=1000.00' RIDGE RIVER AVENUE
<br /> _ 05953145" 1025.00 105.47 105.43 52.78 N 03 37 l0 E BEING A SUBaNf.SIOVV OF LOT 60, AS SHOW AN THEtAP OF WE�70iN
<br /> ® CH.=1.11 ' • CENTERLINE 05 53 45 1000.00 102.90M02.86 51.50 N 03 37 10 E R WH, UNIT NO. 21, FILED IN BOOK 32 OF /44PS AND PLAM AT
<br /> CH.=126.02 X=1.769,991.21
<br /> T=63.14' / / = 510 752.25 ��� EAST R 0505j-'45-) 975.00 100.33 100.28 50.21 N 03 37 10 E PAS ,4jj Sr4N J�A�4QUIN �1 ffff RECORDS AND A POR71ON OF THE LONG
<br /> CH.BRG.=N 10010-'49," E F I1D�E'SKM70 REMAINDER-#-* AND A PORTION OF THE ANDES "D SIGMTED
<br /> N� a 45 93 �FO Y-1510,718.90 o R/�r 7JOly fiJ��lyr�, RE7"NDOV" AS SHOWN ON THE A44P OF WE�S`M RUVCH, UNIT NO. 20,
<br /> BLED IN BOOK 32 OF TIPS AND PLATS, AT PAGE 18, SAN JIaW/N
<br /> UNIT NO, 0 COUNTY RECORDS AND LY1NG IN SECTION 27, T. 1 N., R. 6 E.,
<br /> ti ,S° Mdd? 32-18 LOT AREA DATA II ••
<br /> o,:�9 �ljFA, &J.C.R. �l. D. B. 4l. AND SECTION D OF THE C.M. N�EBER GRANT,
<br /> 9O 6B°jam, ti'(,QJ �• `,Y� LOT SO. FT. LOT SO. FT. CI�Y OF STDCKTDN,
<br /> `�� F 94 s24z 1 63 SSM "QUIN COUNTY MFWN14
<br /> 95 5538 109 5556 '
<br /> h ' 10 6 x=1,770,21 Z69 96 6189 11 -5-10-15- THOMPSON-HYSELL ENGINEERS
<br /> I Y= 510 681.57 97 5728 111 5000
<br /> _ l 94 10' P.U.E.-•... 98 5813 11 000
<br /> y 1 O 7 99 9707 113 5000 1016 12th STREET MOOEYM, CALIFORNIA
<br /> 100 7694 114 5000
<br /> I N 101 10192 115 5000 AUGUST, 1995
<br /> Ih h 60 48,E p
<br /> n 102 6052 116 5000
<br /> 10.3 5847 117 5262
<br /> 78 55'47" H' R I `� q N �O°20�o R _1 ® 104 6692 118 5285
<br /> h r� 96.09• v co I 8, J 105 665$ 119 5375 LEGEND
<br /> 79.87, �1 p FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> o J % I N 83°25'57" W (R) 0 1 L S. 4876 (R1) UNLESS NOTED OTHERWISE
<br /> <J 95 I o, ,� o rO` o ^I 10' P.U.E. ?g ..,• ` N 50.00 .... ry N ° IN MONUMENTFOUND AND CWELL UNLESS CEPTED 'NO OIRON POTNERWISIPE � L.S.4876(R1)
<br /> t
<br /> 4j
<br /> ' cV I�►i v ^ 41 ' V 5 ` r r 66, 6 f�7 S2'' 52 00�`� w (R� ' r $- FD• CITY OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> C�
<br /> 88 �hh ( N 82°40'31•• Iv I 6' lY1 ' 3 N 76°22,16J� w I 7J DISC IN MONUMENT WELL, STAMPED AS NOTED
<br /> 00 IZ,
<br /> 9 W (R) h •..,� �'�.. 10054 I --�*- SET 3/4 X 30 IRON PIPE TAGGED L.S. 4876
<br /> O 7.85 N 8 ° ' W I ►� h I 25.00: 25 I , ' .......•. W.C. WITNESS CORNER
<br /> 2 23 57.. ai p • ^� R=975.00
<br /> �� (R) 0 10 P.U.E. •..., ai L=24.25 W _ P.U.E. PUBLIC UTILITY EASEMENT
<br /> 104.16 p OV ^ ^ p \( h I SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> N ?
<br /> v + 1 1 " I REAR Lo
<br /> CORNERS UNLESS OTHERWISE NOTED
<br /> X=1.790,369.3 CALIF. COORDINATES'-27, ZONE 3
<br /> p N 86°04'47" W (R) 4 4 N 81°4803., W _ -y 'Y= 516 353.43 (CENTERLINE dr GON7ROL MONUMENTS)
<br /> R ��h J 104 J J /
<br /> `� " I �,�+ �, 100.00' �' 10023' •
<br /> o h N 86°45'38" W (R) h (M) MEASURED ON THIS SURVEY
<br /> Lu
<br /> 100.57' ►� 0 0 0 `� ,.10' P.U.E. ( )
<br /> _ NO N 87°2750" W (R) �o oo N op p `61 _ R 1 RECORD PER: WESTON RANCH, UNIT NO. 20,
<br /> o ^ �o h 1 p h _ _ _ M. do P. 32-18, S.J.C.R.
<br /> ° �� (6 ", 105.38' "� °N 1 0 to o o n h 1 l U �'� SCALE �� - '¢�� (R2) RECORD PER: WESTON RANCH, UNIT N0. 21,
<br /> ' 97 N 00 40 18" E o N 002'05, W p p N 88°46'13"W R �o� N M. do P. 32-43, S.J.GR.
<br /> 4.37 h L=25.22' I v89 (R) ,, k Qc � ( (p) M.
<br /> o S.J.G.R. SAN JWU/N COUNTY RECORDS
<br /> L=12.92'....,.'' •... _ _ _ N DO°40'18" E � 05 `�' N 89°19'42" W � � � � � N 86°19'31" W � 2 77 O.R. OMC14L RECORDS
<br /> ..............-..4.37
<br /> 86 h'r? "� N 74°31'12"W (R) 25 _25 _ 100 09' • RECORD OF SURVEY
<br /> _ •
<br /> N 89°00'40" W f ` • L L=30.35' 100.01 :1 LN. INSTRUMENT NUMBER
<br /> 'Ili o L=5.25' 1 L=9.50' (R) RADIAL BEARING
<br /> W �V
<br /> 101.99' p cr N 55053',35"E (R) ,.�
<br /> In L=21.43'.... .. ,�`�' O •w ° .. _oo I�n I g EX. EXISTING
<br /> ry O' o our N89 1942 W 1 - - - - - -
<br /> N 49°58'12"W (R) ih vo tri - h ! 0 I v ^� v I 11 7 0 - - - -
<br /> Q o co 96.07 I o 1 , , h - CITY LIMITS LINE
<br /> oo ' •.. , o �•J
<br /> 98 /o z t N4 00 18'48"E (� N 89°19'42" W N 89019'42" W �2 CURVE REFERENCE NUMBER
<br /> J� U i _ - 100.00' '�'� 100.00' 7�
<br /> iJ N� 102
<br /> �+ ,37�� E (R� X=1.769.933.47 �I g o g ( S N ��'�
<br /> N 80°p9 Y= 510 399.14 S 1 1 1 cs v g h 116 h ��� LOT CURVE DATA
<br /> 84-911 \ ��. 66° N I I c� LOT DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> \ o �. 0 / � j,, N 89°19'42" W I ( N 89°19'42" W J C,�{ `� 94 03 54 08 825.00 56.19 56.18 28.11 N 13 O1 17 E
<br /> L" 10' P.U.E.. ��o0' L=21 Z 25 k�%/ '9� (•Q W , LQ % �. .� , 95 03 44 44 825.00 53.93 53.92 26.98 N 09 11'51 E
<br /> J 100.00 100.00 �� ' .�0 96 04005'07"- 825.00 58.82 58.81 29.42 N 05 16 55 E
<br /> I ` C�� �,' 97 02 34 04 825.00 36.97 36.97-' 18.49 N O 1 57 20 E
<br /> 84 ���0.00' S o o 0 0 a g Q G� 97 14 48 30 50.00 12.92 12.89 6.50 N o8 04 33 E
<br /> W
<br /> �0 0 1 12 o g oo g o 1, 15 S °p Gj & t� - � 98 24033-100 50.00 21.42 21.26 10.88 N 2r45)18" E
<br /> S . 99 `�` Z o o �� �' a 98 49 52 11 47.00 40.91 39.63 21.85 N 15005'42"-' E
<br /> 10 1 2 ( p / \)� 99 48 45 45 47.00 40.00 M 80 21.30 N 34 13 15 W
<br /> ^; h� N 89°19'42" W N 89°19'42" W O 100 -48045"45" 47.00 40.00 38.80 21.30 N 8z 59 DO W
<br /> 100.00' 100.00' 101 48 45 45 47.00 40.00 38.80" 21.30 N 48015"15" E
<br /> 1 0o cn = A 102 62 33 34 47.00 51.32 48.81 28.55 N 0702425"
<br /> W
<br /> (� / -9 102 04 34 47 50.00 4.00 4.00" 2.00 N 36023'4,6 W
<br /> o / 103 34 46 43 50.00 30.35 29.89 15.66 N 16"4310.3" W
<br /> 1 10' P.U.E. h O ( 10� P U.E. $ / 103 O 1 51 52 775.00 25.22 25.22 12.61 N D 1 36 14 E
<br /> �` / 104 05 03 54 775.00 68.51 68.49 34.281N 05 04 07 E
<br /> 48,57' 126.04' 85.39'
<br /> / 105 775
<br /> OS 35 45 .00 75.69 75.66 37.87 N 10 23 56 E
<br /> 100.00' :25.00' 25.00''. 100.001, _ _ _ _ 108 02 38 49 1025.00 47.35 47.35 23.68 N 05 14 38 E
<br /> • -_ 410.00' ° �� .• 55.00' • • _ 109 02 57 18 1025.00 52.87 5286 26.44 N 02 26 34 E
<br /> r, I N 89 19 42 W I 615.00 �,r 110 00017'J7-" 1025-00" 5.25 5.25 2.63 N 00049-'06"' E
<br /> �� 1 5 7 1 J 6, 5 5 r ( J J 1 0 1 � � N � � 100 I 9 9 I � �� 117 DO 33 29 975.00 9.50 9.50 4.75 N 00057'021" E
<br /> 1 J`4 ' $ 118 03 19 53 975.00 56.69 56.68 28.35 N 02 53 44 E
<br /> � N 00040"18-" E
<br /> '/I/ •••�-�) \/ c \/ � / UNIT
<br /> /\I I / N 00040'18" E � �N 119 03025)'52)" 975.00 58.39 .58.38 29.20 N 06 16 36 E
<br /> k r,5 J of Y fi-),4j�l f 1 U Yl T A 0, rT 87.00 .... ....:` o.� ••..0,1••....371
<br /> M.&P 32-43, S.J C.R. DODS TREAM� ! IY==1510,1 4.19 STREET 510 134.19 SHEET 7 OF 7
<br /> J:\CAD\143229M3.DWG I V 17/95 •
<br />
|