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<br /> i• i / / -r-/ /r•-r / r • i / r� r • // rr • rii ♦r • / . FD. 2" i. PIPE TAG
<br /> / co-
<br /> 1 / / r,rA.- ri/i/ r� �� / /A. // 0,0. 1c/ // ♦r/ / 41 / / / / //v/r� e, /�/ r N 64'46'24" E 2897.01'
<br /> .. .. ., /a.- , „ r . . , %.I/ / ., oil „ a_ . ... a i .. .. . to 0 11 r ,
<br /> N 64'4RE 1306, REF.6'24" E 1355.23' R.S. 5-310 S.J.C.R.
<br /> - - -- - -88.00'- - - - - -- - --74.64'- - - - - 57.49'- - - - -56.00'- - - - -56.00'- - - - -56.00'- - --56.00'- - - - -56.00'- -- - --56.00'- -- - - -56.00- - - - - - - - - - - - - - - - - - - -
<br /> ,
<br /> M 5 CENTERLINE, EASEMENT NOTE: PACIFIC BELL QUITCLAIMED
<br /> O 1 5604 SF 5701 SF 5600 SF 5600 SF 5600 SF 5600 SF 5600 SF 5600 SF 5600 SF FOR TELEPHONE PURPOSES THEIR INTEREST IN THIS EASEMENT
<br /> P260
<br /> wNO WIDTH GIVEN PER BY INSTRUMENT NO. 90104223 S.J.C.R.
<br /> O.R. 334-371 S.J.C.R. FILED OCTOBER 22 1990.
<br /> 259 �; M � 261 W . 262 W 2463 W . 264 W 265 :� 266 W 267 W • 268 W '
<br /> N
<br /> 8457 SF �� � I � � o � V)9 tng Mo o o
<br /> O p rl\ O rr o oU -N NN tN Vo N 04 f
<br /> •-
<br /> �' 63'22.14"
<br /> ' Gp \ o. , 1 - - p= 33'33'26" W[
<br /> 6� \� tib L=55.30' R=40.00' �I
<br /> /A L=23.43' . 10_PUE�
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> 56.00'35.37• 56.00' 560056.00' 56.00' 56.00'o SO
<br /> N o \\� � ,h N64'46'24"E
<br /> 25'8 \" „�� of A52)z ig COURT 744.20' -�� w BASIS OF BEARING:
<br /> THE BEARING OF N89'06'10"E BETWEEN CITY OF
<br /> w 6096 SF NI N64'46'24`E 852.91' M-M TRACY CONTROL POINTS GPS 6 AND GPS 8 WAS
<br /> o s2s-13'3s"E 48.00' as.00' USED AS THE BASIS OF BEARING COORDINATE
<br /> L , ;.°° N44, 01 7.00' N64'46'24"E (R) 261.34' M-M 48.00' 48.00' 252.00'M-M
<br /> r 4 -'-`E (R� 4 i ''� SET R.R.,�s \ 0= 47'19'47" of to o I o I 01 CONTROL: COORDINATES SHOWN ARE BASED ON
<br /> 'o + " .� SPIKE R=40.00'
<br /> .`i_ V N64'46 24 E - �. \ 04 (0o I N I o N I THE TRACY MODIFIED COORDINATE- SYSTEM.
<br /> 88.02, - > A = 260.53'13" 'T�T��L=33.04' N N64.46'24"E 147.17' S .N - DISTANCES SHOWN ARE GROUND DISTANCE.
<br /> ` N 64'46 24 E 156.00' 06
<br /> - - - - - R=50.00' F\ 48.23' 56.00' 42.94' �y •/L°i 77.69' 78.31' �y
<br /> V < L=227.67' \ _ _ _ _ _ t�rn���
<br /> ' + 3 7' ao\�'' ��'� =1172'20" - - - - - T - - - - -- -\���`�.T�.. I ,��°,�� /- - -- - - - - - � - - - - -��� `�;�s. - •��- =:
<br /> y �� Z 1 \ �. 28.00' 28.00 0 / 'B 28.00' 28.00'
<br /> - - -- - - _l__ - - 1. LOT CORNERS: SET 3/4 IRON PIPE TAGGED
<br /> 1 , � to' SDE �\ t � L=7.82 10 PUE '>, 10 PUE "
<br /> / \c" 1 ( W L.S. 5340 UNLESS OTHERWISE NOTED.
<br /> 257 �/ ``�� moo" �' uj OD I o 1 238 0 06 23'7 I :' I 2. FRONT LOT CORNERS_ : CUT "+" ON TOP OF CURB ON
<br /> �Fil// 4p o - -J ��6' �°: o -* 'D v' I o� f I ':f' PROJECTION OF L0 LINE, 9.75' FROM LOT CORNER.
<br /> 819 5 S F, �•� / 6 26" :� I 'M I �, r ._ ..
<br /> 5� / _ w 253 " 252 I i 5992 SF � 5852 SF ( to 1 3. THIS SUBDIVISION CONTAINS 70 LOTS AND PARCELS
<br /> L 25.22' w , ;.� � n �- r- �
<br /> Np>4/ �/ p=36'07'27" 'o ;a 0 ,woo � rn 0 w 3 w .r i d �, 1 A, B, AND C ON 17.34 ACRES.
<br /> ��•W _ T 5706 SF N 57 49 SF 1 �°I� I " S67'13 28"W +
<br /> , ;� n N67'13 28 E 28 28 4. ALL INTERSECTION TIE DIMENSIONS ARE AT RIGHT
<br /> 256 0/o 0 255 N 254 N I 100.00' , -' - . �+ ANGLES OR RADIAL TO CENTERLINE.
<br /> ` y ;�� a N N ( rkn 011 o I 95.99 w •r I I 5. MINIMUM LOT AREA IS 5600 SF.
<br /> h� a W N N V) nj r' O 7V f�M?V
<br /> 6649 SF �, y 5605 SF 6382 SF i N � I I E
<br /> 5623 SF N ' 0 IN
<br /> I ( 't N N N(
<br /> S59'52'41'Vr N65'16'42"E 28' 28' N °.I' ,`On 236 1 -j a ��, I LEG ND: "
<br /> 1.5 SLOPE EASEMENT 3710' 62.94' L-16.17' 239 N I
<br /> -�'- FOUND 3/4 IRON PIPE, TAGGED L.S. 5340, PER
<br /> M
<br /> <<< I o=o2'2Toa• 5613 SF a 2a_ ° 28'
<br /> 13.40' 114.00' 66,00' 10 - -56.00_, 18.32' 28 28. I - -- - REF. (B) UNLESS OTHERWISE NOTED.
<br /> L-02*2 ' 71 ( Ra376.o0' 4 I � -$- SET 3/4" x 30" IRON PIPE TAGGED L.S.5340.
<br /> ,3= - �=02'2704 � 9.97 10.10 S 67'13 28" W 1 a
<br /> ' I N64'46'24"E I 267.72' / a R=322.00' I o N6T13'28"E 100.00' SET CITY OF TRACY SURVEY MON. IN MON. BOX.
<br /> i I / � 1 o I 66.00•
<br /> 7 F4 q;, 1 -�- FD CITY OF TRACY SURVEY MON. IN MON. BOX.
<br /> Nom
<br /> i 1 i 6054 SF i u n� o l w I/� �,, o i (M) MEASURED DISTANCE. ALL DISTANCES MEASURED
<br /> ..r- i r- r- .rte r• L� 35
<br /> I IA
<br /> / -+ • - - , r+ a N > �/ > I 1 NL OTHERWISE NOTED.
<br /> N67'13'28"E I 14 a 0 I CL 240 g 'n D_ to
<br /> 1 I / 100.00' '0 i o 6 5600 SF - 1 I M-M MONUMENT TO MONUMENT.
<br /> 5605 SF S6773'28'w 0 I M-TL MONUMENT TO TRACT LINE.
<br /> Imo'
<br /> 0 � 25.E 1 o N6T1 95.0013'28"E 100.00' I ( (R) RADIAL. '
<br /> `O Z w o ' I (A) MAPS & PLATS, VOL 29, PG. 51 S.J.C.R.
<br /> w =) Ito 1 � I (PARKSIDE ESTATES, UNIT NO. 1)
<br /> �► 5600 SF 1 (B) MAPS & PLATS, VOL 30, PG. 15, S.J.C.R.
<br /> I g 1 .
<br /> I N i I $ i t° 2`�`�` (PARKSIDE ESTATES, UNIT NO. 2)
<br /> Q
<br /> W $67'13'28W � b v� tO
<br /> ` g ch 241 0 0 5600 SF I 00 (C) R. S. 25-88, S.J.C.R.
<br /> 00
<br /> / • + o 100.00' I o
<br /> �° I Q = t 5605 SF ss7-1 1 N I (D) P.M. 15-76, S.J.C.R.
<br /> ra r♦ / ii• /r. r-- r-i• -r- • -r-r•-i• / // // �- 41/1 i. �. � J 3'28"w
<br /> /., , , , (E) MAP & PLATS VOL. 13, PG. 13, S.J.C.R.
<br /> 100.00' I
<br /> I o in NST13'28"E N 1 (MOUNTAIN VIEW HOMSTEAD)
<br /> 24Y• - I I 95.00' 1 I 1 (F) R.S. 10-176, S.J.C.R.
<br /> 0111, " 5600 SF I I I i °° ( )
<br /> S N I G R.S. 5-310, S.J.C.R.
<br /> {� o+ 233 1 N
<br /> 12 2 1 (H) P.M. 15-146, S.J.C.R.
<br /> " 1 667.13 28"W 1 3 0 i �,�,, 0 5600 SF I
<br /> -� w 100.00' I M I 242 in 0 1 1 O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> n N In ss7'13'28"w I S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> o 1 N I 5605 SF v 100.00' I PUE PUBLIC UTILITY EASEMENT.
<br /> to ,/j� I 1 SDE STORM DRAIN EASEMENT.
<br /> v) to 2"IrGJ 116 r04
<br /> ) Z 1 N67'13'28`E N I
<br /> N ( R.S. RECORD OF SURVEY
<br /> � 95,00'
<br /> 5600 SF 1 3 1 0 232 i g P.M. PARCEL MAP
<br /> 8"W i M c i N
<br /> - - S67'13'2 1 o I o 5600 SF I n N 1 TRACT N0. 2362
<br /> 100.00 i N 3 6 I o I ( CITY OF TRACY,
<br /> 1 3 Z in ► 243 0 N67'13'28"E 1 I SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ,,;,; ii 5605 SF loaoo' I I PARKSIDE ESTATES
<br /> S 247 1 Z N6T13'28"E 5601 SF 1
<br /> i in N i UNIT NO. 3
<br /> 5600 SF I z I 95.00' o R=278.00'2") i BEING A PORTION OF THE NORTHWEST QUARTER OF
<br /> I I In 2`� /N L-11.13' i I SECTION 32 AND THE SOUTHWEST QUARTER OF
<br /> ss7.13'2s"w 1 SECTION 29, T. 2 S., R. 5 E., M. D. B. & M.
<br /> SCALE: 1'� 40' - - - - o �6
<br /> 4
<br /> 100.00' o I o X46' 28' 28'
<br /> I I 244 ss7'13'28"W \f(R� 1- - - " - I CITY OF TRACY,
<br /> 8 o I 5605 S F o 100.22' 1 I in
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> "' to to 246 � I I FEBRUARY, 1990
<br /> / + „� I ° I 567'13'28"W N . r,
<br /> 5600 SF 1 -' I �$� i NOLTE and ASSOCIATES
<br /> ;,r 95.00• �, �,
<br /> I i I ,., ,� I Engineers/Planners/Surveyors
<br /> 100.00• N I 1 :`1 N 123 N. SYCAMORE AVENUE
<br /> -- - 56. 0' • :- g J MANTECA. CAUFORNIA 95338
<br /> S67'13'28�"W 11569000 .�i.1 �lL� LTL'►L� �+ 1»rHONE (200) 23�poeo
<br /> JOB NO..2754-88-00 �.�Lr ol1G lLd" slit Sff L T [J
<br /> 27543FM4 - - FD 3/4• I. PIPE PER (B) SHEET If OF 6 SHEETS
<br />
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