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3 <br /> FD. NAIL IN STEEL PIN IN MON. WELL <br /> (GPS 2) PER (A)(B)(C)(G)(H) REFERENCES BASIS OF BEARINGS <br /> N: 2098332.3187(M) 2098332.26(A) RECORD OF SURVEY <br /> E: 6283529.7042(M) 6283529.90(A) (A) R.S. 36-118, S.J.C.R. (G) P.M. 21 -170, S.J.C.R. THE LINE BEARING S.00°22'05"E. BETWEEN CITY OF TRACY CONTROL MONUMENTS BEING PORTION OF LOTS 8 AND 9 IN BLOCK 169 <br /> P.M. 20-102 N00 18 19 E (M) (B) P.M. 20-112, S.J.C.R. (H) M. & P. 29-31 , S.J.C.R. (GPS 2005) AND (GPS 2075) OF THE CITY OF TRACY MODIFIED GEODETIC CONTROL <br /> 146.07'(M)(G) (C) M. & P. 33-30, S.J.C.R. (I) R.S. 17-84, S.J.C.R. NETWORK WHICH IS BASED ON THE CCS-83 ZONE 3 (EPOCH 2004.0) AS LOTS 8 AND 9 IN BLOCK 17 AND <br /> • -- (D) CALTRANS RIGHT-OF-WAY MAP (J) P.M. 3-3, S.J.C.R. CALCULATED FROM THE RECORD OF SURVEY FILED IN BOOK 36 OF SURVEYS, AT LOTS 19 29 39 49 5 AND 6 IN BLOCK 18 OF <br /> 1 10-SJ-205 SHEETS 18-19, (K) R.S. 19-51 , S.J.C.R. PAGE 118, SAN JOAQUIN COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS "TRACY GARDEN FARMS" AS SHOWN ON <br /> DISTANCES CONVERTED TO (L) R.S. 11 -170, S.J.C.R. SHOWN HEREON. DISTANCES SHOWN ARE GROUND LEVEL AND MUST BE DIVIDED BY MAPS AND PLATS VOLUME 8 PAGE 1 <br /> GROUND (N) R.S. 20-114, 1 .00007264 TO OBTAIN GRID DISTANCES. <br /> S.J.C.R. � SAN JOAQUIN COUNTY RECORDS <br /> (E) R.S. 19-67, S.J.C.R. (0) C.R. 97-47, s.J.c.s.R. SURVEYORS STATEMENT IN RANCHO EL PESCADERO <br /> M.&P 33-30 (F) R.S. 29-14, S.J.C.R. <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY CITY OF TRACY <br /> 0 Q \ 4S' DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL SAN JOAQUIN COUNTY, CALIFORNIA <br /> I i 86°49'10"0"(M) CALL(G) 41,, <br /> � Q m 0 � E LAND SURVEYORS ACT AT THE REQUEST OF THE CITY OF TRACY, IN MARCH, MARCH 2014 <br /> N4 Nib,3MOS 2014. SHEET 1 OF 3 <br /> I SECTION LINE � .. E �. DATED THIS 2� DAY OF A�LZG 2014. Schack & Company, Irlc . <br /> W , <br /> � Q N I Z' 0 �2846 q`CNI. <br /> 0 .. _ N 13'(4Civil Engineering Building Design Surveying <br /> g 128 DAN R. SCHACK R.C.E. 32158 <br /> Q0 , P.M. 8-132 R.S. 36-118 46 I6, <br /> I N P.M. 15-52 �q) <br /> coo .� P.M. 21-70 FD. 2" BRASS DISC STAMPED "2013" NOTES <br /> z <br /> N <br /> PER (A) <br /> 1 . SEE SHEET 2 FOR CENTERLINE <br /> ---i N 65' N: 2100488.0797(M) 2100487.91(A) OF CORRAL HOLLOW ROAD AND = <br /> •� 79 LO E: 6285387.9647(M) 6285388.02(A) RIGHT-OF-WAY MONUMENTS FD. <br /> Q co P.M. 20-31 <br /> P.M. 21-170 N FD. CALTRANS BRASS 2. SEE SHEET 3 FOR HIGHWAY <br /> 1 Z i CAP STAMPED RM 305 P.M. 20-112 205 CALCS. <br /> c la PER (D) \ ,X.�'� SCALE: 1 " = 200' <br /> 0 :� i � 0 20' <br /> 00 P.M. 17-160 20' <br /> 00 <br /> I Ln \\ \ <br /> r0 N9° <br /> 2S <br /> 0 \ ` / 41 <br /> LOT Z/NE I J 3 <br /> ,00 <br /> ► A/ . <br /> 0 � ' U LO <br /> 9.25 <br /> 00 w LQT L� L J (q) v o <br /> I i a I� \\ � I J <br /> � 2214.8 <br /> z <br /> P.M. 23-199 I, rn p I Q 22 O_ <br /> 79: 67 O \ v'. LOT R.S. 26-127 ��4.84° 6 = . w <br /> P.M. 24-35 I v \ p, I O T z (�). QT V , o m <br /> SEC. \ ,� <br /> FD. 1 IRON PIPE <br /> T.2S. R15E. Z � � �; I �% FD. 3/4" IRON PIPE NO ��. � � w <br /> I \ W p w REFERENCE CALLED 1 " PER (E) cn = <br /> IRON PIPE PER (E) ,� 0 , o Q <br /> N32°08'54"W M ------ \ i I t <br /> ---J — <br /> N32°08'01 "W_(A� _ • - - - - - - 0 - - - a - - - - L - - - - - - - - - - - - - <br /> 105.16'(M 105.18 A _ <br /> — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . . . . — . . <br /> S00°22'05"E (M)(A) (BASIS OF BEARINGS) 4204.73'(M) 4204.75'(A) R.S. 20-114 i <br /> SEC. 20 FD. 2" BRASS DISC W/PUNCH MARK i \c9cpo o R.S. 17--136 <br /> M.D.B. & M. CORRAL \ y HOLLOW CLOVER--+ ROAD <br /> 77 STAMPED LS4233 IN MON. WELL (GPS 22) c�_ / _ LARCH <br /> R.S. 15 152 � <br /> P.�Y. 21-97 i PER (A) AT SEC. COR. PER (C)(G)(0) /V/&P. 29-32 \ � � � �; ROAD W <br /> ROAD N � <br /> CALLED R.R. SPIKE PER (B)(H) \ y P.M. 2-131 I 0 <br /> N: 2098461 .1940(M) 2098461 .22(A) \ \ `l► R.S. 11-170 � <br /> Q Q KAVANAGH � FD. 2 BRASS DISC STAMPED 2005 0 pq <br /> w �� E. 6286095.6343(M) 6286095.65(A) \ •�' PER A `V <br /> MSP 29-31 ROAD \ �- COUNTY SURVEYOR'S STATEMENT ( ) to 0) <br /> 0 LEGEND \�i N: 2102576.8018(M) 2102576.51 (A) <br /> o 0 0 \ E: 6256124.5881 (M) 6286124.59(A) <br /> THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br /> cV i oN N `� —� INDICATES FOUND MONUMENT AS NOTED \ 0 PROFESSIONAL LAND SURVEYORS' ACT THIS �' DAY R.S. 29-14 <br /> � � G : <br /> � �n O INDICATES SET BRASS PLATE STAMPED R.C.E. 32158 IN MONUMENT BOX \ � <br /> OF APRiz- 2014. <br /> °D o 00 cfl —�— INDICATES SET BRASS PLATE STAMPED R.C.E. 32158 ON TOP OF CURB \ k; <br /> w rn ao 0 <br /> 04 °- 0 04 —�— INDICATES FOUND MONUMENT IN MONUMENT WELL AS NOTED \ `' MIDDLE ¢o <br /> Q N FD. INDICATES FOUND ON THIS SURVEY \ <br />