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-Fd. Hub &v Tack <br /> per (C) PARCEL MAP <br /> Filed Survey Fd. Spike - Tracy City Limits. Vol. 1, Page 71, RECORD OF <br /> ffiIEC. Cor. Vol. 18Page 31, 8v Shiner atT.2S.R.5 E . S.O. Co. Records. <br /> SEC- 31 ' SEC. 32 S Co. Records. 589.4a E ray Y4 Corner per ( DETAIL I <br /> -- V A L P I C 0 5284.G2(A) SEC. 32 SEC. 33 <br /> N 9°4 ' 0 " E. R O A D 2 642.48' Fd.. 2X2 Hub 86 Tack P O R T 10 N OF T H E E. 1/2 OF S E C T 10 N 5 <br /> -- <br /> - per (8) <br /> •ILI _ aver �4" Pinp <br /> S. T.3S . R5E. M . D . BA M . CITY OF TRACY <br /> 9°46' S0"E. 2,642.02' N ""'""' S.890 48' 00"E. (BASIS) 2,496.48` Sec. Corner. <br /> SEC. 6 1i SEC. 5 Section SAN JOAQUIN COUNTY CALIFO R N IA <br /> SEC. 5 SEC. 4 <br /> I <br /> Line. T.3S.R.5E. <br /> N.D.64 N. N <br /> Fd. 3/4" Pin' <br /> per (A)• BASIS OF BEARINGS . <br /> Fd, R. R.. <br /> Fd. Spike """ Spike The bearin <br /> & Shiner at pr (C� g S 89°48' 00"E for the North line of <br /> Y4 Corner per (A) ,� %.VALPIC0 ROAD the Northeast One - Quarter of Section 5 , as per <br /> Filed Survey V ol.13 P9. 13, S. J. CO. Records. <br /> S-89 46'50"E. --146.00. (m} ... S.890 48 00' E. (BASIS). c„ <br /> 2,642.02' 5.59°48'00" E. 2,496.48' _ M O N U M E N T S SET <br /> 'Fd. Pin Fd. 314" Pin N Iron pipes 1Y4. " in diameter, 30• long with brass <br /> N per (A). per o <br /> (A). L tog attached and stamped R.C. E . 14, 901 shown thus: <br /> a7 N N ° a <br /> D M O O ° u O <br /> `_ oil � N N ° C= SURVEYOR'S CERTIFICATE : <br /> e, w R. 8u <br /> D. i m o.R. 2819-65t. <br /> DKENNEDY aC0 "cc <br /> N m <br /> ae di o.R. 2890-264 di N - w „ _. 3 m >) This map correctly represents a survey made by <br /> N <br /> % o PARCEL me or under my direction in conformance with the <br /> N N J c requirements of the land surveyors' act at tV <br /> z o ° 123.024± ACRES request of Reeve Associates in June , 1913 <br /> v (TO HEAVY LINES) N a <br /> I HEREBY CERTIFY that this record of survey ° N o 0 <br /> 30'• 30' of land complies with the provisions of the Subdivision O 407 (0 z m O Scale : 1"= 300' v <br /> Map Act, Chapter 2 (commencing with Section 11500) of 'n o Fd. 3/4" Pin, <br /> # Part 21 Division 4 of the Business and Professions 0 per (A)-Bent 9, U. ROSE <br /> Code, and any applicable local ordinance enacted Reset. <br /> ...-Fd. 3�4" Pin 25'-. S. to <br /> pursuant thereto. 131.00' o. R. 2905-503. Denzle Thompson — Civil Engineer R.C:E, 141190 <br /> DATED: iy S.89°48'00"E per (A) <br /> M to <br /> Ui., <br /> D E TAIL I COUNTY SURVEYOR'S CERTIFICATE <br /> 4 M <br /> Scale I"=100' <br /> Set R. R. Spike ' <br /> —' cH t5. WONG� County Sur v or °► This map has been examined for conformance with <br /> C <br /> S-530-05'20"E. 2 639.38' with Chia. t . <br /> to N :r the requirements of the land urveyors act <br /> m , o this day of 19 7 3 <br /> Q <br /> ""Tracy City Limits. PARCEL. Uj�I I C ha r I e ng County Arveyor <br /> M 40.000 ACRES N , <br /> Washer <br /> Bolt 8. o TO HEAVY LINES o <br /> Washer per (A). ( ) g a RECORDER'S CERTIFICATE . <br /> G Y4 Corner. ­—EASEMENT <br /> • � DETAIL 3 •••8.97 :� � 20' IRRIGATION -�••••••••z S.0024'5o"W.'•. : - DETAIL 2 u. ' <br /> Fd. 3f4" Pin EASEMENT.' •. 60.00' Filed this /46 l' day of Ofi_]•' i97 3 at 0 Pm <br /> Section Liner, _ per (A). ` S.890ZO'57"E. -EASEMENT "A" , in Book _ of Surveys at Page —'�-i—=-- at <br /> _ _ Section <br /> V. <br /> Line. > the request of Denzle C. Thompson. <br /> N.890 05'20"W, 2;63B.33- <br /> 1613.33' 1,026.00' o Fee <br /> UJ <br /> F i l e d 5 l <br /> urvey Vol. 13, P9. 13� � j <br /> ih 3 Trac? city ti George H . Chapman , Co my Recorder <br /> i cr, <br /> CS• v. C o 3n• y R e c o r d s. o N c Limits. u <br /> 0 `6 &J <br /> co a 0 cliZ / (j o .-Fd. Boit & Washer C ti LL_ <br /> b <br /> Quitclaim Deed, o " o y <br /> C> ° °� N Rec. 6-21-73 —J O ' per (A) 18 Deep ._ p Deputy <br /> " ° ° EASEMENT "A" V) set 2x2 Hub &• -0 alf <br /> = b o v Instr. 29962. <br /> ei v O N c Tack to grade. u -, <br /> �p �" 2,3Z6. 24' � J Y4 Section Line ti �/Q �jCc. Cor. Q <br /> �._ _ _ <br /> W - _ <br /> REFER ENCES . <br /> N ` S.89°27'S7_"E ° C 5.85027' 57"E.- 2,326.24' N.0°I B' 26"E 34.57 ij 5.0°24'50"W. t. ? , <br /> o ° ° "Set R. R. S ike r <br /> ° 2.296. 24'_ ° . ._ --�--� �— N.0 18' 26"E. 24.50' 1 p >.- In irk (A� Filed Survey Vol. 13, Page 13 <br /> • 4J 2 296.24' - N.0°18' 26"E. 14.43' ° with Chis. ' fi" - N S. J. Co. Records. <br /> O 5.97' N•85005'20"W _ u Fd. R. R. Spike cJ N O <br /> Z _ 2,296.33' IS N. 89°Og' 20"W. 312.00' 0.42' West. 'z °° N (B) Parcel Map Vol. I, Page 7i, <br /> o, Fd. 3�4" Pin er A( ). o 2,311.33' 327.00' <br /> N o 3 - .L. 3 C S.J. Co. Records. \ <br /> _..I ul 0_ Set YZ" Iron Pin <br /> M v , in ravel drive �0 <br /> 4 ° c Fd. 3�4" Pin 0.42' � (C) Filed Survey Vol. 19, Page 31, <br /> Z \J Wect. N o S. J. Co. Records. <br /> p T <br /> O (m) Measured. <br /> V <br /> DETAIL 3 DETAIL 2 QNBLine. �O <br /> Section <br /> Scale : I"= 501Scale : None 25' 25' <br /> SEC 6 SEC 5 '. .•--Searched 42" deep in . <br /> .•--Fd. Pin in Mon. Box Section Line.- road shoulder for Mon. <br /> (9? Section Corner. Found nothing. <br /> SEC. 5 S E C. 4 1 <br /> S. 890 56' 50"W 2 633.43' S.8-9056150" W. 2,633.43' - _ Section <br /> - S. 89°56' 50"W. 5266.86 Line. DENZLE C. THOMPSON - CIVIL ENGINEER N <br /> L I N NE " y4 Section Line' ROAD S E C. 8 SEC. 9 <br /> No Possession Lines at . Trac California June , 1973 <br /> SEC 7 SEC 8 or adjacent to this line FdPin Mon. Sox y <br /> going South. ® Section Corner. <br />