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00 13 <br /> RECORD <br /> OF SURVEY <br /> BEING A PORTION OF <br /> SECTIONS 24 AND 25, T.3N. R.8E., M.D.B. & M. <br /> AND A PORTION OF <br /> SECTION LINE AND RANGE LINE NORTH SECTIONS 19 AND 309 T.3N, ME., M.D.B. & M. <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> Q MARCH 2013 <br /> a_ SHEET 3 OF 3 <br /> m NO FENCE O N _ QU T. O ASSOCIATES <br /> ro o � p SECTION LINE SCALE: 1 - 600 <br /> LAND SURVEYING - LAND PLANNING <br /> z food CN �� � QO o i .> � ' <br /> MANTECA CA <br /> Lo 00 <br /> oo00 `- � � <br /> N `� FD. 5 8" IRON PIN <br /> 00 r7 + `n � o ocwn � O _ m / <br /> o >, FD. 1 " IRON PIPE PER (L)(Q) o `� i L0 NOT TAGGED NO <br /> � FD. 1 IRON PIN AT SEC. O +� � N N N REFERENCE, <br /> COR. PER {K}(L){0)(Q} NOT TAGGED, BUT EVIDENCE O ° <br /> . <br /> + NOT TAGGED OF SOLDER VISIBLE O N o CALLED 3/4" IRON <br /> + N01°22'49"E 0.54' FROM �" SEC. 30 Ln z SEC. 29 PIN PER (N) <br /> SEC. 25 SEC. 30 SEC. LINE � � FD. 5/8 IRON PIN NOT I <br /> SECTION LINE TAGGED NO REFERENCE <br /> 1786.65'(M)(V) S88°59'08"E (M) 5313.13'(M) 5314'(L) 80.30 CH (U) SEC. 29 SEC. 28 <br /> 4694.49'(M) - - �- 1676.90'(M)(L)(Q) 2655.14'(M) 2653.30'(N) 2657.99' '(M) 2657.90'(N) <br /> 2381 .29'(M) 2381 .3'(L) 2380.70'(Q) -�� �--- 2422.95'(M) 2422.7'(L) 2422.40'(Q) r 630.68'{M} 1046.22'(M) - - - - - <br /> + <br /> S88-37'1 1 "E (M)(V) 6481.14'(M) 6480.0'(K)(0) 6480.9'(L) 97.72 CH.(U) 1337.80'(M) 1320.19'(M) <br /> SEC. 36 SEC. 31 FD. 1 " IRON PIPE PER (L)(Q) i SECTION LINE SEC. 32 SEC. 33 <br /> T.3N., R.8E., T.3N., R.9E., NOT TAGGED, BUT EVIDENCE SEC. 31 SEC. 32 <br /> OF SOLDER VISIBLE FD. 3/4 IRON FD. 5/8 IRON PIN NOT CO. SUR. 2013 <br /> 0 FD. 3/4" IRON PIPE, NOT TAGGED NO REFERENCE, <br /> S01°22'49"W 0.14'(M) FROM PIPE, NOT TAGGED + � , <br /> SEC. LINE R.S. 5-43 NO REFERENCE i � TAGGED, NO REFERENCE, S01°00 52 W 0.25'(M) <br /> r r� REMOVED AND REPLACED WITH FROM SEC. LINE <br /> 5/8" R EBAR W/ALUMINUM CAP <br /> SECTION LINE STAMPED "SEC COR LS 4450" SURVEY NOTES <br /> FD. 1 " IRON PIPE PER (L) NOT TAGGED,-*- 1 . SECTION CORNER SET ON A STRAIGHT LINE BETWEEN FD. 1 ' IRON PIN TO THE SOUTH <br /> BENT DUG TO BASE, SET SPIKE AT BASE, AND FD. 2" IRON PIPE TO THE NORTH BASED ON A PRORATED DISTANCE PER (K), <br /> N88°58'06"W 0.09'(M) FROM SEC. LINE i REFERENCE (K) REPRESENTS THE MOST RECENT AND MOST RELIABLE DOCUMENTATION <br /> OF THE SECTION CORNER LOCATION. <br /> 00 <br /> 2. NORTHEAST CORNER OF SECTION 19 SET AT THE AVERAGE INTERSECTION OF THE <br /> ~' NORTH, SOUTH AND EAST FENCE LINES. THE SET MONUMENT IS BASICALLY ON THE <br /> = i o <br /> LINE TABLE U 1 00FENCE LINE. <br /> 0 P .M. 17-22 3. VAGUE EVIDENCE OF FORMER ARROYO PER CO. SUR, 2967. NEW CHANNEL WITH <br /> LINE BEARING DISTANCE CULVERT IS LOCATED 91 FEET WEST. <br /> ° z �FD. 5/8" IRON PIN NOT 4. COUNTY SURVEY NO. 3466 (J) AND UNFILLED SURVEY BY HENRY B. BUDD (1), BOTH <br /> L1 N01 21 05 E (M) 837.69 (M)(D) <br /> L2 S01928'03"W M 1320.00'(M)(I)(J) TAGGED NO REFERENCE SHOW HOLDING 1320 FEET NORTH FROM THE SOUTHWEST AND SOUTHEAST SECTION <br /> ° ( ) `� L S88°58'06"E 15.27'(M) CORNERS. THIS SURVEY RESPECTS (J) AND (I) AND IS ALSO HOLDING 1320 FEET. <br /> L3 S01°2803W (M) 797.88,(M) 798.0,(1) ( + FROM SEC. LINE 5. THE SOUTH 1 /4 CORNER WAS ESTABLISHED BY RECONSTRUCTING THE LOCATION OF <br /> L4 S01 28,03„W (M) 797.48'(M) 797.6'(1) THE FENCE RUNNING SOUTH AS SHOWN IN WIDDOWS FIELD BOOK 500-51 (W). <br /> L5 S01°28'03"W (M) 20.00'(M) o ^ <br /> L6 S01°28'03"W M 20.02 (M) HOLDING THE FENCE POSITION IS ALSO SUPPORTED BY UNFILED SURVEY BY W.H. <br /> ( ) z ^ NEWELL FILE N0. 9052 1/2. THIS SURVEY DOES NOT SUPPORT SETTING THE 1/4 <br /> L7 S01°28'03"W (M) 797.18'(M) 797.3'(1) <br /> 1°28'03"W M 796.88' M 797.0' I Opo CORNER AT 2640 FEET WEST OF THE SOUTHEAST CORNER OF SECTION 25. <br /> L8 S0 1-28'03"W { } '{ ) 06.1 '(1) o N 6. FENCE ALIGNMENT BETWEEN THE 1/4 CORNER AND THE SECTION CORNER MEANDERS <br /> L9 S01-28'03"W (M) 805.98 (M) 8 ( ) SECTION LINE DUE TO RUGGED TERRAIN. <br /> co <br /> L10 N89°49'37"E (M) 2.45'(M)(W) to <br /> L1 1 S00°10'23"E (M) 0.20'(M) N <br /> L0 <br /> FD. 1 " IRON PIPE PER (L) NOT - <br /> TAGGED, BENT, DUG TO SAND <br /> STONE, N88°58'06"W 0.91 '(M) i <br /> FROM SEC. LINE + <br /> �''--- SECTION LINE <br /> FD. 2" IRON PIPE PER (1)(K)(P) EX. ROADWAY BETWEEN S.F.N., SET 5/8" REBAR <br /> NOT TAGGED FENCES W/ALUMINUM CAP STAMPED oo <br /> "SEC COR LS 4450" SEE <br /> I c� EX. FENCE (TYP.) a, { FD. 1 IRON PIPE AT SEC. COR. <br /> I N oo SECTION LINE NOTE 2) PER <br /> SEC. 13 + SEC. 18 i PLASTIC (CAP NOSTAMPED EDL�.SSE4450 <br /> + N88°18'35"W M m SEC. 18 + SEC. 17 SEC. 31 SEC. 32 <br /> ( ) N 6434.62'(M) + <br /> N 46 <br /> HARNEY LA- E _ _ � 9 4.5 2 (M) - - - � ---� - - - - <br /> L6 1740.10'(M) - <br /> LS SEC. 6 SEC. <br /> SEC��24 SEC. 19 N88°18'35"W (M) 4694.13'(M)� 5 <br /> ^ o SEC. 19 SEC. 20 T.2N., R.9E., M.D.B. & M. <br /> n Lo <br /> n 00 � S88°58'53"W (M} N Q <br /> 00 U-) ern + d 0.40 (M) PARCEL '3" w � v, iN o � N I oL <br /> Nc� � � + : � 0O (DoNO z � ' � N <br /> • o N DOC. NO. 2012-128959 z <br /> !! !! �� GioN � o w N o0 <br /> DETAIL B J ) z <br /> Q <br /> SECTION AND NOT TO SCALE cWn SECTION LINE <br /> RANGE LINE 2011 -197 <br />