|
D -
<br /> IZ5000"
<br /> B
<br /> FU 3/4" I.P.
<br /> L.S. 3$70
<br /> INSTR.'^NO.' 88004479
<br /> FD 3/4" I.P.
<br /> I .S. 3870
<br /> ..__ �'ACCE55 RE5ER1/E 5TR/P
<br /> 58.7 36 OJ F 887.00" -
<br /> +(�, .3.3.21' 90.79' 56.00' 56.00 100.00' I W.00 -28.-0 I 100.00' ?7 OU' 50.00' -
<br /> I 492.UU'
<br /> Dahl
<br /> 107 86 85 o 84 0 °hp 82
<br /> � IIi hop o I,I hO IlI 81 3
<br /> " php
<br /> 1U' S.S.E. I
<br /> W n) r4// I alV Q I 100 12 cJ CENTER 10' EASEMENT
<br /> A a w ;� N q�, 1 h �, ON PROPERTY LINE CURVE DA TA
<br /> p 7 O o� S89 36 0.3E r- N89 36 0,3 -- -
<br /> V _ �' N o a'� `� �' 100.00' - -- I LOT RADIUS LENGTH DELTA
<br /> ' I- __96.82'_ -- -
<br /> �'/ m c� !n O I O I I 71-72 40.00 20.40 29'13 23
<br /> 106 ��� _- y\ L-26.67 o O aW ,�� I 71 40.00' 8.89' 12'43'49" SCALE: 50'
<br /> 0 `�� ,;35.,8 , 0 83 I 80 b -
<br /> `Sa',y `kp �p 6.0 0 o h 10' P.U.E. �J - h h1 r h 10' W. 72 70.0000; 48.49; 39'41,'11"
<br /> o a 6 28.00 I O I 72 40.00 11.51 16'29 33'
<br /> 96.94 O CENTE 10 EASEMENT -----
<br /> ON PROPERTY LINE 73 70.0000' 41.21' 33'43'45"
<br /> W o0 9.sd� �%,�h' `�, , 56.00' +- 80 00' o I o -} -N89:36'03"W- - - BASIS OF BEARING:
<br /> > o 0 74 70.0000' 41.21' 33'43'45"
<br /> 5 , L N8936 0.3 W 142.04 0 -r-----9.3 64= - �s X31 75 70.0000' 40.00' 32'44'26"
<br /> ��;'1 L 28.57' I o
<br /> 105 aW I� ___ MADERA __COURT �� 48.00' o� SW c v �> 76 40.00' 20.40' 29'13'22" THE BEARING OF S01'08'15"W BETWEEN CITY OF
<br /> 8 8 ILO oo -- -- %
<br /> 1''' cam' N893603""W 249.00' M-M ��, pi ^ o 1 76 70.0000' 10.46' 08'33:38„ TRACY CONTROL POINTS GPS 3 AND GPS 4 AS
<br /> 79
<br /> 3'W.C.
<br /> p 85 40.00 28.57 40'55 34 SHOWN ON THE SURVEY RECORDED IN BOOK 30, OF
<br /> :V I co i 9,377' O 85 50.00' 26.67' 30'33'23" SURVEYS, PAGE 18, SAN JOAQUIN COUNTY RECORDS, WAS
<br /> E cps 142.04' cv co I , " 86 " USED AS THE BASIS OF ALL BEARING SHOWN HEREON.
<br /> � N6�'�� �2, ,��, `�-. F\` 6.p _ ___56.00' -_ 80.00' � � I N890..373 W 87 50.00' 35.00' 40'06'28"
<br /> g5 8 tea, °o O I .3 40 I " COORDINATE CONTROL: COORDINATES SHOWN ARE
<br /> 10 A 1 - p 10 P.U.E. 28 U�_ I a� 88 50.00 35.00 40'06 26
<br /> `t' ;35 00' , O o0 1, "� p1�10' P.U.E. 37.00' 1►-� 89 50.00' 35.00' 40'06'26" BASED ON THE TRACY MODIFIED COORDINATE SYSTEM.
<br /> o ---- L=26.67' �* I o h1 N DISTANCES SHOWN ARE GROUND DISTANCE.
<br /> Q) ,(� cn a� h 93 I O 1 co 0 0 90 50.00 35.00 40'06 26
<br /> to X11 p ;� h
<br /> ,� c� ' I c� I b1 8 ^ 91 40.00 28.57 40'55 34
<br /> 4i �c 589:36'037- 1 o I 90.50' O b h _ 91 50.00' 26.66' 30'33'24"
<br /> s 8 9 cps ;n ' N aW o � O i N89:36 03"W 3.00" cV I -- -- NOTE
<br /> 100.00 i v p I 85-91 50.00_ 228.51 261'51'07"
<br /> 90 .nhi �� 91 92 h I, ^ QC 1p o a 72-76 70.00' 181.37' 148'26'45" 1. REAR LOT CORNERS: SET 3/4"X 24" IRON PIPE TAGGED
<br /> 10 3 o o, o 93.50 co
<br /> o '�o �` o i p A W 3'W.C. ;�� , L.S. 5340, UNLESS OTHERWISE NOTED
<br /> co p 94 r� p1 p I 2. FRONT LOT CORNERS: CUT "+" ON TOP OF CURB
<br /> c^ N8936'03"W I ^� 01 77 � O w lad ON PROJECTION OF LOT LINE, 9.75 FROM LOT CORNER.
<br /> 2. THIS SUBDIVISION CONTAINS 107 LOTS AND PARCEL
<br /> .39.88' 90. 12' 1 56.00' 56.DD" 1 100.00' i W I o poi 9.3 62' W C A .
<br /> 56.00' 56.00' 56.00" 56.00' 56.00' 62.00' I tj a� i N89:36'OJ-W X 00 I b 0 r 4. ALL INTERSECTION TIE DIMENSIONS ARE AT RIGHT
<br /> h of 96.62'Q ANGLES OR RADIAL TO CENTERLINE.
<br /> Q) "� Oi �F�� - aZ '� 3. / f f f DENOTES RESTRICTED ACCESS.
<br /> "7 a ►Q p I:�I v l
<br /> 76 I
<br /> 101 100 99 ry o 98 0 97 96 0 95 I i
<br /> GEN
<br /> I p p p 0 p Q p � p O p) I J 5 ' o
<br /> o o 0 0 0 0 1 569- " 87.26' 116 Q,; -�-- FOUND MONUMENTS AS NOTED.
<br /> E-+ i
<br /> (� 10' P.U.E. ) 28001 %1 "N89360.3'"W i " "
<br /> _ O -e- SET 3/4 x 30 IRON PIPE TAGGED L.S.5340.
<br /> - ' 90.42' -Q- SET CITY OF TRACY SURVEY MON. IN MON. BOX.
<br /> --- -- ------- ---- -________ _____ - ----- -------,-- ----- - ���� - o �i
<br /> 3'W. U
<br /> 56.00' 56.00" 56.00' 56.00' 56.00 42 00' o t° I �� ^;
<br /> I � S8936"0.3"E 416.00' of ,� ' �I 6 � 1 N�7.31'2?��W- �o� 27 84' (M) MEASURED DISTANCE. ALL DISTANCES MEASURED
<br /> E•ic)
<br /> SEVILLE DRIVE ; "� J IIc �- I UNLESS OTHERWISE NOTED.
<br /> M-M MONUMENT TO MONUMENT.
<br /> TANGENT DA TA
<br /> 589:36 01 7- 512.00 til-kI ;` �,, ud, ^> M-TL MONUMENT TO TRACT LINE.
<br /> L-20.40' �? ,�`i� LINE DIRECTION DISTANCE (R) RADIAL.
<br /> 58.9:f6'(07- .348 60' i .fl o r v ----- - --- --„ ,
<br /> / �� ,�� a,�� oo I L2- S 44'36 03 E 28.28 (A) PARCEL MAP BOOK 15, PG. 151A, S.J.C.R.
<br /> - - 56.00 ` - - - - 56.00_ ----_00'-_-- - - -`56.00`- - ---47. 19 �',LN, ? ,� i L1 S 45'23'57" W 28.28'
<br /> p. -- O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> 10' P.U.E. L=8.89 ' �C�$49+r ��,1' �� j 3'W.C. �co
<br /> N0076 4,�E S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> v
<br /> �F 1206 PUE PUBLIC UTILITY EASEMENT.
<br /> f i
<br /> W.C. WITNESS CORNER
<br /> 67 0 68 69 � 0 70 n�� h N % 'r; �� m C aln� I SFN. SEARCHED FOUND NOTHING
<br /> 66 0 0 0 0 0 0 ^ p �� ;.� 72 0� �N �.' �,L 74 o, W.E. WATER EASEMENT
<br /> 71 O �_ 73 b�� S.D.E. STORM DRAIN EASEMENT
<br /> o b)' a A �•J '�`O S.S.E SANITARY SEWER EASEMENT
<br /> 0 .3 W C. z 1 �' p .36.89'
<br /> - 3'H!C. 3•��,G, .3WG' .3 N!C._ 3'W C. - - SEC. 19 i SEC. 20 TRACT NO. 2183
<br /> /,,..56.Oh) 56.DO' 56.00" \ ,56.00' ��600' 69.00' 8.3.00" 41.20 CITY OF TRACY,
<br /> 589:36'0-f't 75,3,3/' NI 3;1' 5'W c SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 58936 W7- 1815.70 (M)(A) 51-C 7101'v L/NE 36.89' 50.00' HELCONTE
<br /> OFFERED FOR DEU/CA T/ON h BEING A PORTION OF THS SOUTHSI M
<br /> " --� QUARTER OF SECTION 19, A PORTION
<br /> A X9.36 03 E 888.26' _ _ _ _ SE,C. 29 i SEC. 29 OF THE N0RTMIAST QUARTER OF SECTION
<br /> 30, T. E S., R. 616.. )L D do X
<br /> FD..3/4"/.P/PE AT SEC. COR.
<br /> po CITY OF TRACY,
<br /> o SAN JOAQUIN COUN'T'Y, CALIFORNIA
<br /> 01 W E S T ELEVENTH S T R E E T �I NOVF.ac13ER, 1989
<br /> I
<br /> P4& NOLTEand�ASSOCIATES
<br /> ��
<br /> 54 PROPOSED 123 N. SYCAMORE AVENUE
<br /> ;, MANTECA, CALIFORNIA 95336
<br /> JOB NO.: 2777-89-01 TELEPHONE: (209) 239-9080
<br /> SHEET 7 OF 7 SHEETS
<br /> D a..r
<br />
|