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<br /> 31 YOF
<br /> P/Tp
<br /> OPOSM FD. 1" 1. PIPE AT N.,J"\
<br /> �,�., a.�H�.�i,iFT ¢ 1/4 COR. PER R.S.
<br /> "� 10' PUE I 1 1 N67'13'28"E S.'i�i Sl7�i�� e5 SCHOOL S/TE 25-88 S.J.C.R.
<br /> tJ i. i r s I I i. i. A ;�
<br /> ,' I I ri I 98.85' PARCEL
<br /> of of 17 ai �10 P.U.E. p I 'w, OR os I 10' PUE N 56. N7559'57'E �,/a
<br /> S67'13'28"W ( M N ''� /'I
<br /> 3 100.00' M I ire r� N `�s`��46'f ( N 28' Z N 28' N N 6357 SF o N 09 _'''' 162.25'
<br /> 3106.76-4
<br /> 3.12 AC.
<br /> S6T13'28 W \ 224 a; 16 0,
<br /> ;h 10' P.U.E. ( C4 f1 n I I f °j.
<br /> o `� I Q N o 100.22 I
<br /> //'�► ( z '' S 76'17-10`W ti
<br /> N Z�V ( N .�- N N I p
<br /> vi N 158 20'
<br /> Z N Z � .� z I S67'13'28"W N 230 "I r D.N ,p I N .p1�/�9♦� � .. .�
<br /> w 5600 SF I 65.00' .,,9 s
<br /> ►�,, I S22'46 32'E 5916 SF fl 9, ^' N ti'o/ �9 0 pD 21 •`� SAS' PROPOSED
<br /> _ 100.00' i I o H I g 1' �`'/ N o''6 °o• o. m °o '
<br /> ss oo' N I 7.30' 2`{5 0 —5'379, 4.1 6 w I // ' 5873 SF �• �^ ii�^16999 SF `' °°• PARff S1 r,
<br /> PARCEL
<br /> N67'13'28"E X29"13'22" � ,�,� `°�f (�:I o N u � 220 �-- •� .:
<br /> 156.00' I R=40.00' I P �' 221 W I �i� LQ1� a w
<br /> L=20.40' 5630 SF S64'S4'S6"W ` �+ w \ �I �+
<br /> �N38'00'06"ER� 104.35 D, o o. N \` 0 889 SF o ,218 0.18 Ac.
<br /> _ _ _ ' " 5846 SFS r—. •r—r� • , r
<br /> \ r so 46'00 5 _
<br /> °' N67'13'28"E a C14 \ Q'b, \u; •�/ ��� cro 00 W
<br /> D r Hilt ri i� i i i rai iivir
<br /> N 3 ZZJ �\ .► Q \� g��/ .5�`� by �j. °- �p.15 /`�2r.>. a�9 �_ ,
<br /> z
<br /> \\y 62.60' \ � a � �, 6�i 5 �o� 5 614 S F / i �- ��,�� 8 �5� ,��' a -
<br /> A-06'31'S0" A $ rt N S. g5/ >w/ ��.\-:�, `' �9 0
<br /> R=70.00 \;�,, o .� 6504 SF �� '3 < \ / 222 ' 0=228.56'05"
<br /> o� v N N4126-59" \ o Qo p=09'4911 X09' `ti R=50.00' S32'27'56_W�RZ f
<br /> I 1=7.98' \\F . ao z E (R) cx a. �� L=38.05' s �/ �h� L=199.78'
<br /> S60'59'51"W v
<br /> L < p=03'51'24' �� .� ► �i� < \ o 0
<br /> 01YL'Y �' ` W 117.49' \ < ��� L=22.08' .�.� 5`LOff. °• 1 217 - m
<br /> � �, `� p '`/ Sti 9� N58'18'41"E (R) '� cr
<br /> \ 7642 SF }�\ �'� ` moo/ 221 _ _ - �\,� I 5773 SF
<br /> N ,f� `,� ti$/ �i lo
<br /> 6028 SF � N
<br /> ZZV / o ?� 0=06'08',2• I / S� 7477'12`E
<br /> N29_08'30"E (R) �/ �o�oa L=35.13' R=222.00' I�. /� b . �� ��O \ / �SB0 88'59'
<br /> r• ti fr rc ii ice- t i ti i r . �• % �� ��fl < \ Rb=OS'2T03'�� p A ° �y9,
<br /> . ,.. . _ _ . _ 0 44 W ..Zi` �. a 'S L=23.49
<br /> .. 557.11 k i L=21.1 �`o N' e
<br /> 145.
<br /> 84' A=02'28 32" �� �iT aJ• `Iss., yg�i 3- Q ^ v4 n=26'54'52"
<br /> L=12.0, y �'0, �', S 4 Oa
<br /> 9302 SF S26'39'58'W(R� \\ �i1d, �'� - • 1eppi 9536?6✓ 33, ' .� �g�ho �0 �,�� 069647"
<br /> .. .. A-10-16;52- � s. ''�S• 2� 35 5 z��� a �� 4 216 o LEGEND:
<br /> L-48.81 < 54 lk1. �p �` �ki r\
<br /> ' 3 n 227 °c9. p'• R4�� j 9�6 �1 s��y 6119 SF ^�' -�- FOUND 3/4" IRON PIPE, TAGGED L.S. 5340, PER
<br /> N M-M ♦� .o �s REF. (B) UNLESS OTHERWISE NOTED.
<br /> "s. :'� ! $
<br /> :tt S56'p8'44♦W a •�; g•�5♦�6 2S 5%5'2355♦W '���p y5`����I -�n� °'• F oo' -8- SET 3/4" x 30" IRON PIPE TAGGED L.S.5340.
<br /> N N36'56'50'E (R��\ < ,L '5
<br /> N 182.as _ - _ - �\ �, u `o N�` k46"►' 'mY"� 54�3�• �- R 31 �� -�-- SET CITY OF TRACY SURVEY MON. IN MON. BOX.
<br /> z �b\ Na $• p� o•\ 23 i p4,, al z1 -{�- FD CITY OF TRACY SURVEY MON. IN MON. BOX.
<br /> � . 8723 SF -�I 7755 SF0. (M) MEASURED DISTANCE. ALL DISTANCES MEASURED
<br /> 11: 226 "4904'58"6 f'\ �;.�, L-17.16' I LI 215 •�' UNLESS OTHERWISE NOTED.
<br /> c� - — (R) \ N A=03'32'09;-.I z 1 J► ah mcO
<br /> 83.09• N59-46'1 'Do o f �'• o1N M-M MONUMENT TO MONUMENT.
<br /> I 121.77
<br /> s7s• 107.77' N - \N 31 „ a. S �^°j M-n MONUMENT TO TRACT LINE.
<br /> 04'27`17 1 .00' coo• .r �; 0 2
<br /> r,r, u 1 28 � ' 1 \tj �I c,' •��'- �' (R) RADIAL.
<br /> N 59.46-18"E p I u a O o r I D \ I • o
<br /> u I �I ,/ o (q) MAPS & PLATS, VOL 29, PG. 51, S.J.C.R.
<br /> io �, �, N o� 1 z 21 ° �` (PARKSIDE ESTATES, UNIT NO. 1)
<br /> W 00 225 0l 1 o, J o r '� I� ` 213 0 (B) MAPS & PLATS, VOL 30, PG. 15, S.J.C.R.
<br /> 6766 SF `�'I N I J 6254 SF 7319 SF y- (PARKSIDE ESTATES, UNIT NO. 2)
<br /> 2 1p' P.v.E.—�i � W 1-t C R. S. 25-88, S.J.C.R.
<br /> �N63'46 54"ER1 ( )
<br /> /
<br /> (D) P.M. 15-76, S.J.C.R.
<br /> ! s67'19'26"W 123.06' 5600, 82.00' 67.08' (E) MAP & PLATS VOL. 13, PG. 13, S.J.C.R.
<br /> ! I N63'03' 4"E (�/ I N67-19-26`E 149.08' '- ' _ - - - - (MOUNTAIN VIEW HOMSTEAD)
<br /> ! I it I O - 00'43'50" S.J.C.R.
<br /> SCALE: 1"= 40' ! I "t , I R - 328.00' (F) R.S. 10-176,
<br /> ! ' ID
<br /> F' � I L = 4.18' CITY OF INSTRUMENT (G) R.S. 5-310, S.J.C.R.
<br /> ' J I NO. 85065258 S.J.C.R. (H) P.M. 15-146, S.J.C.R.
<br /> I'n I N O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> .Nr____ o I — — -•-• ;- _- S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> 00
<br /> N cr O I —
<br /> ' ' ' PUE PUBLIC UTILITY EASEMENT.
<br /> ' arc N 1
<br /> CITY OF TRACY SEWER EASEMENT T SDE STORM DRAIN EASEMENT.
<br /> N67'—BASEE - - RECORD OF SURVEY
<br /> EASEMENT BASE LINE 1—� _ p— �'�" M .� r Ni.�:. :� r"�: ri' R.S.
<br /> f ____
<br /> c 4D ! ,. .. P.M. PARCEL MAP
<br /> co
<br /> f BASIS OF BEARING: , a 1Q� ") A / NO. 87066382
<br /> P•G'dc E. EASEMENT cp~
<br /> TRACT NO. 2362
<br /> N 66382 CITY OF TRACY,
<br /> THE BEARING OF N89'06'10"E BETWEEN CITY OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> TRACY CONTROL POINTS GPS 6 AND GPS 8 WAS ;° v w PROPOSED
<br /> USED AS THE BASIS OF BEARING COORDINATE ti v tib PARKSIDE ESTATES
<br /> CONTROL: COORDINATES SHOWN ARE BASED ON a �0�'sso?,PARK S/TE �
<br /> THE TRACY MODIFIED COORDINATE SYSTEM. •w v z �(R) PARCEL LBW •�" UNIT N0. 3
<br /> DISTANCES SHOWN ARE GROUND DISTANCE. .w ��N-� 0.47 AC. BEING A PORTION OF THE NORTHWEST QUARTER OF
<br /> oA �,. ` SECTION 32 AND THE SOUTHWEST QUARTER OF
<br /> NOTES: .A \ '� 4 IN, SECTION 29, T. 2 S., R. 5 E., M. D. B. & M.
<br /> 1. LOT CORNERS: SET 3/4" IRON PIPE TAGGED L.S. 5340
<br /> / • CITY OF TRACY,
<br /> R �
<br /> UNLESS OTHERWISE NOTED. SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 2. FRONT LOT CORNERS: CUT "+" ON TOP OF CURB ON fj� se9 N67013'28"E---eq _ NOVEMBER, 1989
<br /> PROJECTION OF LOT LINE, 9.75' FROM LOT CORNER. �sy6,f EASEMENT BASE LINE
<br /> 3. THIS SUBDIVISION CONTAINS 70 LOTS AND PARCELS NOLTE and ASSOCIATES
<br /> A. B, AND C ON 17.34 ACRES. M 137 00,- 8 Engineers/Planners/Surveyors
<br /> 4. ALL INTERSECTION TIE DIMENSIONS ARE AT RIGHT �)z (a� „0 123 K sYCAMOFM AVENUE
<br /> CAXANGLES OR RADIAL TO CENTERLINE. M��' � -W
<br /> 5. MINIMUM LOT AREA IS 5600 SF.
<br /> JOB No.:z7s+-aa-oo SHEET 6 OF 6 SHEETS
<br /> 27543F146
<br /> / wm
<br /> '3
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