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C UR VE TABLE SEC. 29 SEC. 28
<br /> CURVE LOT DEL TA RAD I US LENGTH CHARD TANGENT TRACT N 0. 2 718
<br /> ^��-��� 8FAR11JG D/STANCE FD. BRASS PLATE IN
<br /> Ci R/W 0.58'00- 950.00' 16.03 ' S89.09 '16'-E 16.03 ' e.ot '(M)(A) MONUMENT WELL AT SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> C2 R/W 56.23 '13' 790.00' 777.47' S61 '26 '40-E 746.47' 423.48'(M)(A) E. 1/4 CDR. SEC 29
<br /> C3 12 08.28 '13' 780.00• 115.31 ' 537.35'23-E 115.21 ' 57.76 • REFERENCES AS PER CB) r RANCH ESTATE S
<br /> C4 'A' 12'45240 790.00' 175.89' S39;37'45�E 175'66 ' 81 .77-
<br /> C6
<br /> .77' J `„CIRCLE B
<br /> C5 14 11 '49 06 790.00 162.95 551 55 00 E 162.
<br /> C6 15 4.06 '18' 790.00' 56.60' S59.52 '42'E 56.59' 28.31 ' z
<br /> C7 16 4.25270 790.00 61 .00' S64.08 '35'E 60.99' 30.52' (A) BOOK 19 OF PARCEL MAPS, 0 UNIT
<br /> � /�C8 17 4.20'13' 790.00' 59.80' 568.31 0240E 59.78' 29.91 ' AT PAGE 169, SAN JOAQUIN ~ `�.r
<br /> C9 18 4'20'13' 790.00' 59.80' 572.51 '37'E 59.78' 29.91 '
<br /> W
<br /> C10 19 4'42'510 790.00' 65.00' S77'23'09'E 64.98' 32.52' COUNTY RECORDS. N
<br /> C11 20 4.15 '00- 790.00' 58.60' S81 .52'050E 58.59' 29.31 ' BEING ALL OF PARCEL 1 AS SHOWN IN BOOK 19 0
<br /> C12 21 3'50'15' 790.00' 52.91 ' S85.54 '42'E 52.90' 26.47' /
<br /> C13 22 1 .48 '26* 790.00' 24.92' S88*44 *03 -E 24.92 ' 12.46 ' \g) BOOK 31 OF MAPS �t PLATS, 69
<br /> PARCEL MAPS, AT PAGE 1 , SAN JOAQUIN COUN
<br /> C14 R/W 56-15-04- 40.00 39.27 S87 05 15 E 37.71 21.38'
<br /> C15 11 48.58'150 40.00' 34. 19' S83.26'50'E 33. 16 ' 18.22 ' AT PAGE 81 , SAN JOAQUIN RECORDS, LYING IN THE SOUTHEAST QUARTER OF
<br /> C16 10 7.16 '49' 40.00' 5.08' S68.25 '38'W 5.08 ' 2.54' SECTION 299 T.2S., R.5E., M.D.M.,
<br /> C17 R/11' 38'09'00" 278.00' 185. 10' S48.08'47'E 181 .70' 96. 13 ' COUNTY RECORDS.
<br /> C18 17 1 '46'07` 278.00' 8.58' S66•20'14'E 8.58' 4.29 ' CITY OF TRACY,
<br /> C19 16 11 '06 '32' 278.00' 53.90' S59.53 '54'E 53.82' 27.03 '
<br /> C2o 15 10.22'01' 278.00' 50.30' S49.09 '38'E 50.23 ' 25.22' SAN JOAQUIN COUNTY, CALIFORNIA
<br /> C21 13 14.54 '200 278.00' 72.32 ' S36'31 '27'E 72. 12' 36.37'
<br /> C22 R/W 9.58'34- 697.00' 121.36 ' 572.12'34-E 121.21 ' 60.83 ' SCALE: 1x200 FEET I SCALE 1" = 200' APRIL 1995
<br /> C23 19 2'10'070 697.00' 26.38' S76'06 '47'E 26.38' 13. 19 '
<br /> C24 18 4'20'13' 697.00' 52. 76 ' S72'510380E 52.75 ' 26.39 '
<br /> C25 17 3'28'14' 697.00' 42.22' S68'57'24'E 42.21 ' 21 . 1z ' 0 100 200 400
<br /> C26 R/W 9.00,46- 278.00' 3.771' S84*s3 '34`E 43.67' 21.90' oo air JESSE STANLEY & ASSOCIATES
<br /> C27
<br /> 19 5'22'50' 278.00 26. 11 ' S79.53 '16'E 26. 10' 13.06 ' I,A,ND SURVEYING - ENGINEERI
<br /> C29 23 59'15 '44' 40.00' 41.37' S56'34 '35'E 39.55' 22.75 '
<br /> C30 CL 42'00'30' 250.00' 183.30' S46'13'02-E 179.22' 95.99' 49 IOLLOW CLEN AVENUE
<br /> C31 CL 9'58 '34' 669.00' 116.48' S72'12'34'E 116.34' 58.39' Q�IKLL(2 CAL47-9D9 95J61
<br /> C32 CL 9'00'36- 250.00 39.31 ' S81 '42 '09rE 39.27' 19.70' -(� N (209) BI7-9J33
<br /> C33 R/W 28'54 '50' 278.00' 140.29' S10'39 '52'E 138.81 ' 71 .67'
<br /> C34 37 6'01 '59' 278.00' 29.27' S22'06 '17*E 29.26 ' 14.65 ' BASIS OF BEARINGS :
<br /> C35 36 10'3.1 '33' 278.00' 51.07' 513.49 '31-E 51.00' 25.61 ' TS
<br /> g
<br /> C36 34 12.21 •18' 278.00• 69.95 ' S02'23 '06'E 59.83' 30.09 ' THE LINE BEAR/NG N 89'06'10" E BETWEEN CITY OF TRACY MONUMEN
<br /> C37 CL 28'54.50' 250.00' 126. 16 ' S10'39 '52`E 124.83' 64.45 ' '
<br /> C38 R/W 28.54 '50- 222.00' 112.03' S 10.39'52-E 110.85' 57.24 ' "GPS-6" AND "GPS-8" OF THE CITY OF TRACY GRID CONTROL, AS
<br /> C39 33 18.27'06' 222.00' 71.49' S05.26 '00`E 71. 18' 36.06 ' SHOWN ON RECORD OF SURVEY FILED IN BOOK 30 OF SURVEYS, AT
<br /> C40 26 10'27'44' 222.00' 40.54' S19'53 '25'E 40.48' 20.33' FD. NAIL
<br /> C41 R 36.18 '41' 222.00' 140.69' S49'03 '57rE 138.35' 72.80' v �� PER (B) PAGE 18, SAN JOAQUIN COUNTY RECORDS, WAS USED AS THE BASIS OF
<br /> C42 0 18.22'27' 222.00' 71. 19' 558'02 '04'E 70.89 35.90 ������ BEAR/NGS SHOWN HEREON. COORDINATES SHOWN ARE BASED ON THE
<br /> C43 29 17'56 '14' 222.00' 69.50' S39'52 ;43*E 69.22; 35.04' �$
<br /> C44 R/W 9.58 '34- 641 .00 ' 1 1 1 .61 ' $72.12 34 E 1 1 1 .47 55.95 \`w HOZ v ENVE CITY OF TRACY MODIFIED GRID SYSTEM.
<br /> C46 32 3'15 31 6'09'56J 1 0 641 .00' 68.90' S70'51 'S0'E 68.87' 34,48' 1 Y '�����>
<br /> C47 30 0'33 '07' 641.00' 6. 17' 567'29 ;51*E 6. 17; 3.09; 22�g A.A� 1 �lP LEGEND
<br /> R 9'00'36' 222.00' 34.91 ' S81 •42 09 E 34.87 17.49 Zg b �� • •�
<br /> C48
<br /> N W Q SET 3/4" X 30" IRON REINFORCING ROD
<br /> C49 0 3'45'09' 222.00' 14.54' S84'19 '52'E 14.54 ' 7.27' '( , E
<br /> C50 32 5'15 '27' 222.00' 20.37' S79.49 '350E 20.36 ' 10. 19 ' U �•����3 P��O
<br /> C51 R/W 236'15 '04' 50.00' 206. 16 ' S02.54 '45'W 88. 19 ' O 1 I WITH TAG L.S. 5230.
<br /> C52 11 56.17'32' 50.00' 49. 12' S87'06 '290E 47. 17' 26.75 ' a 6 �� • 3 o
<br /> C53
<br /> 12 81 .21 '54' 50.00' 71 .00' S24.03 '48`W 65. 19 ' 42.98' / �,, v, Qo SET STANDARD CITY OF TRACY MONUMENT IN
<br /> C54 'A" 98'35 ;38" 50.00; 86.04 ; S65.54 ;5825*E 75.81 ; 58. 12 ��� 1;0• R� yd a N WELL 2-1 /2" BRASS DISC.
<br /> 5o.00056 R35 260'43'03' 50.00' 252.99 ' S55'50'55-E 50.54 ' 29.29 ' 9A��M�•,:j;�.'z CQ� 3 ��PG� Z P4 ' /
<br /> cs� 25 96.06 '15' 50.00' 83.87' S22.33'43W 74.38' 55.63 ' goo �t r., P4�� ; ``' A Q FOUND STANDARD CITY OF TRACY MONUMENT IN
<br /> C58 24 50.23 07 50.00 43.97 584.1 t 3s E 42.57 23.52 E :• p, wR I.a o WELL, 2-1 /2 BRASS DISC STAMPED L.S. 5532
<br /> C59 'B' 32.03'19' 50.00 27.97' S42'58 '23'E 27.61 ' 14.36 ' ,1'3� ;'j' �`-" GG '-' o U
<br /> �ip,�, t .�:.�' ,�~ �'• � L W PER (A), UNLESS OTHERWISE NOTED.
<br /> p, Z� . . • FOUND 3/4 X 30 IRON PIPE TAGGED L.S.
<br /> • Ngo /� •' �'►�� ''` po Spy G� , O� K GK�RSE o � a z ►� ..
<br /> FD. 3/4 PIPE - r'
<br /> TAG LS 5340 �j�cP. / ,up`• �, �pACL BUC Z Q ii o 5230 PER (B), UNLESS OTHERWISE NOTED.
<br /> PER (A)KR) � i LM�o-)CIOu
<br /> tj 3 0 , .;Nt CID 3 a
<br /> 0o Q�', S� W N = (R) RADIAL BEARING
<br /> 4 00 LO y ? 7 (��� .,;•c1�;: !:�" 1� > ��- a (M) MEASURED THIS SURVEY.
<br /> � �- •���13 p��Y ,� NU`. r°p� JC�1�R�J� .��.s:iG'� �p ��0�'D`' U �z o Q
<br /> ba 4 tis o_' C4T +t,� z
<br /> �. f�, L. ' . , � NOTES :
<br /> ? � �y ZC �
<br /> .. v 096 '9/V� C1.•tsp.,,•,, �r W � Y '
<br /> /w cn v , E Ml�rl SEE SHEET 3 d pUR ;.� L p 0 m
<br /> 1 �Q4 � ( � •rte. C o. ,,t�, :' �';�,�.� E""1 � 1 . THIS SUBDIVISION CONTAINS 7 . 64 ACRES GROSS,
<br /> C:,,� ,�� ��al C C. .3 . 1�. ,.� �pN OVR� CONSISTING OF 39 RES I DENT I AL LOTS AND 2
<br /> k�3• %tai i T N10.. ?, BOOK 31 Or Zc_
<br /> �,�•'" �� ° DR s :LAPS �� Pi.A T S, AT PAGE: �vREUTILITY LOTS .-
<br /> a_
<br /> 3/4' IRON PIPE p\�,`s0 �'�' I'�•OMINU r a► , SAN JOA 1`! CD•.%?,iTY �' I 2 . P . U . E . DENOTES PUBLIC UTILITY EASEMENT .
<br /> z � � LS 5412, PER <A> `pco d.�i� ovRT v L��RE
<br /> °ems V_A REBAR X
<br /> 3 . ALL INTERIOR LOT CORNERS ARE A 1/2
<br /> ,�'A'?C: i. ? 0�' F300K i 4 0 ' �9Rmq
<br /> .° x=027 e.z�, � p 30' LONG, WITH YELLOW PLUG, STAMPED 'LS 5230 .
<br /> :. PARC:-:i. :!APS, AT PAGE' 1cq.9 9� e•M Egv44,92,�M) SEC. 29 SEC. 28
<br /> �M �a� 4 . ALL DISTANCES SHOWN ARE MEASURED, UNLESS
<br /> n SAN J OAO;.%i Ai COQ.%?•iT Y R ^O DS �q
<br /> 3/4• IRON PIPE o OTHERWISE NOTED .
<br /> SEC. 29 M SEC, 29 SECTION LINE LS 5412, PER (A) .-
<br /> SEC. 32 SEC. 32 N 89'38'17' W 2647.20'(M)(A)(B) SCHULTE ROAD SEC. 32 SEC. 33
<br /> FD. BOLT IN MON. WELL T. 2 S., R. 5 E„
<br /> FD. 1' PIPE �� GPS-7t A 2' BRASS CAP STAMPED GPS 7 SET IN THE
<br /> w. AS PER <A><B) AT THE N M. D. B. & M. TOP OF CURB ON THE WEST SIDE OF MACARTHUR ROAD
<br /> c. cs� �Q AT 1/4 COR, <f Sy Ip�N SECTION CORNER �,fl SOUTHERLY OF SCHULTE ROAD, THE MONUMENT IS 195.5
<br /> o. PER (A)(B) r� AfA 1v �, o FEET SOUTH OF THE CENTERLINE OF SCHULTE ROAD ON
<br /> �� o►
<br /> b
<br /> 'o FEET
<br /> � gl o GPS-8o A STANDARD SURVEY MONUMENT SET IN THE �N ✓ THE TOP OF THE WESTERLY CURB.
<br /> r•
<br /> •'' °j qi "' cn EASTERLY RIGHT-OF-WAY OF THE RAILROAD SPUR
<br /> n n°j 'ti SOUTH OF SCHULTE ROAD. THE MONUMENT IS 12 FEET =447 0 8� N=447 5 0
<br /> ti GPS-61 A STANDARD SURVEY MONUMENT SET IN THE NORTH �-
<br /> $ R' SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY AND EASTERLY EAST OF THE CENTERLINE R THE TRACK AND R D. E=1732784.46 E=1735343.80
<br /> OF CORRAL HOLLOW ROAD. THE MONUMENT IS 29 FEET FEET SOUTH OF THE CENTERLINE ❑F SCHULTE ROAD. N 89'40'53' E 2559.38'
<br /> NORTHERLY
<br /> OR LESSCEASTER YE OFF CORRAL HOLLOW ROAD. N 89'06'10' E 'BASIS OF BEARINGS' 7505.27'<M>(A)(B)'
<br /> ACKS AND 520 SHEET 2 OF 3
<br />
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