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39
<br /> - a
<br /> LINE TABLE
<br /> LINE BEARING DISTANCE LINE BEARING DISTANCE RECORD OF SUnviciy
<br /> L1 N01-21 '05"E (M) 837.69'(M)(D) L8 S01°28'03"W (M) 796.88 (M) 797.0'(1) BEING A PORTION OF
<br /> L2 S01°28'03"W (M) 1320.00'(M)(1)(J) L9 S01°28'03"W (M) 805.98'(M) 806.1 '(1) SECTIONS 24 AND 25, T.3N. RM., M.D.B. & M.
<br /> L3 S01°28'03"W (M) 797.88 (M) 798.0'(1) L10 N89°49'37"E (M) 2.45'(M)(W) AND A PORTION OF
<br /> L4 S01'28'03"W (M) 797.48'(M) 797.6'(1) L1 1 S00°10'23"E (M) 0.20'(M) NORTH SECTIONS 19 AND 30, T.3N, R.9E., M.Q.B. & M.
<br /> L5 S01'28'03"W (M) 20.00 (M)
<br /> L6 S01°28'03"W (M) 20.02'(M)
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> L7 SO 1°28'03"W (M) 797.18'(M) 797.3'(1) MARCH 2013
<br /> FD. 2" IRON PIPE AT SEC. COR. PER (0), BARBED WIRE AND SHEET 2 OF 3WOOD POST FENCE
<br /> FD. 1/2" IRON PIPE PER (H) N89°29'25"W )> �1 _JT 0 I &, S��0�� �'�.
<br /> 0.10'(M) FROM SEC. COR. W/TAG STAMPED FD. 2 IRON PIPE PER (1)(K)(P) SCALE. 1 = 1000 S- S_ �- -
<br /> R.C.E. 20948 NO REFERENCE, CALLED 3/4" F.B. 49X-16 NOT TAGGED 2640.15'(M) LAND SURVEYING LAND PLANNING
<br /> IRON PIPE TAGGED R.C.E. 20948 PER (G) FD. S.J.CO. PIN AND (SEE DETAIL "B" SHEET 3 OF 3) S.F.N., SET 5/8" REBAR MANTECA, CA
<br /> WASHER PER (0) 9W/ALUMINUM CAP STAMPED SET 5/8" REBAR
<br /> SEC COR LS 4450 (SEE W/ALUMINUM CAP STAMPED
<br /> R.5. 36-54 I
<br /> HARNEY LANE SEC. 13 -- SEC. 18 -- I --- --� NOTE 2, SHEET 3) "1/4 )>
<br /> S88 58 53 W M + SECT ON LINE SEC. 18 -or) SEC. 17 SEC COR LS 4450
<br /> + CO. SUf� 3,7, � ' " ( } N88-18',35"W (M)(V} 6434.62 M 96, ° ) SECTION LINE SEC. 17 + � SEC. 16
<br /> SEC. 14 , SEC. 13 � )
<br /> S89°03'41 "W M 2680.99'(M) 2667.51 '(M) 2667.5'(1) 469 ) ( ) 20 CH.(U) o S88 51 08 E M y)
<br /> _ ( ) _ - _ - _ _ _ _ _ V
<br /> 4.52 (M) `\ ( ) S89 04 55 E (M) o S88°56'16"E M o SECTION LINE
<br /> 2656.67 (M) 40.02 jCH.(U) 2656.67'(M) 40.02 CH. (U) 2654,27' M )80.64 CH.(T) N18 35 'W (M 4694.13'(M)� - -�- - - - _ _ _ _ _ _ _ ( )
<br /> SEC. 23 SEC. 24 SECTION LINE + SEC. 24 �, --- SEC. 19 1740.10'(M)(V) g0.04 CH.(U) 39.98 CH.( U
<br /> + ' -' SEC. 19 + SEC. 20 ( )
<br /> FD. R/R SPIKE 1/4 SECTION LINE _ + (SEE NOTE 6, S7tEC. 20 SEC. 21
<br /> -___ ) ^ SECTION LINE AND RANGE LINE 0.6' � o SHEET 3 � �
<br /> S49°47'45"E 2.45'(M) )
<br /> + 5.0 S.F.N. ^ � CATTLE CORRAL SECTION LINE FD. 6"x8" FENCE POST
<br /> + 2.35'(H) FROM SEC. + + ^ CO. SUR. 1028 FD. 12 DIA. POST AT THE AT INTERSECTION OF
<br /> COR. PER (H) 00 COMPLEX AT 1/4 + INTERSECTION OF EAST,
<br /> WEST,
<br /> P.M. 21-56 ^� -J = COR. S.F.N. o + NORTH AND SOUTH FENCES EAST, WEST AND
<br /> �.., SECTION LINE � opo � �-S.F.N. PARCEL '�3" �� HELD AS SEC. COR. --� ASOUTH
<br /> CCOR
<br /> ^ _ 1 H/ ESHELD
<br /> -q- i ' Ul1/F/LED SURVZ_Y BY DOC. NO. 2012-128959 00
<br /> ^ HENRY 9. BUDD FIZZ-
<br /> o � a�
<br /> 00
<br /> o N Q0 + NO. 79-RR + ^ o
<br /> 00
<br /> `n + 15 T
<br /> n T- ' rn �4 g 0.4' --OLD BARBED WIRE
<br /> CO. SUR. 2786 c� r� '� � � a-' ^ + N r,- AND WOOD POST
<br /> S.F.N. J Ln `� N o r FENCE
<br /> + OLD BARBED WIRE .eco o cn ►�
<br /> bj + AND WOOD POST + S89°23'05"W (M) 1 .48'(M)
<br /> FENCE 3.1 ' � `" o FD. FENCE POST 2662.47'(M) 2661 .00' M
<br /> o + , 0.5' S.F.N. , � o ON SEC. LINE
<br /> to
<br /> ,� { )
<br /> z �--- S89°23'05"W (M) 5324.94'(M) 5316'(J) + 49 4745(M5 (I)
<br /> 0.4' 2662. )
<br /> - 2662.47'(M) ^ 2662.47'(M) 2662.5'(1) ) , ^ S89°23'05"W (M)
<br /> U'> O _
<br /> + ,-,(SEE NOTE 4, Lo
<br /> S.F.N. ; {SEE NOTE 4, 0.6 � t `� '� + NO FENCE ON SOI-38'21 "W��.. + o �� + rn + S01 38 21 W (M)
<br /> o SHEET 3) ' SHEET 3) J + SECTION LINE NO v Lo o SECTION LINE SEC. 24 `� + 320.27'(M) SEC. 24
<br /> S.F.N. o a; CO. SUR. NO. 3466 O co 0O 1
<br /> + o SECTION LINEIr- SEC. 24 0 49 SEC. 19 EVIDENCE OF ORIGINAL o O N N - NEW BARBED WIRE
<br /> SEC. 23 + cv SEC. 24 ? i FENCE LINE PER (K) , co o AND STEEL POST
<br /> 2658.78 M SEC. 19 + o SEC. 20 z + FENCE
<br /> 2658.78'(M} ��- _ ( -) ` _ y y - _ 4 y S88°22'24"E (M) 6457.86'(M) 97.35 CH. U S.F.N. ° ) ))
<br /> N89°22'56"E M 5317.56'(M) 5316'(J) 4694.50'(M) - - ( )- - ~� _ N89 22 56 E (M) N89-22'56"E (M)
<br /> 1763.36' M ^ 2658.78'(M) 2658.78'(M)
<br /> ( ) ) SEC. 25 SEC. 30 ( ) ��.
<br /> SEC. 26 , �- SEC. 25 80.14 C H.(T} + l + _
<br /> ~' � )) �--� SEC. 30 , --�SEC. 29
<br /> �- ^ + ( ► S.F.N., FD. NEW 8 DIA. STEEL ^ )( }
<br /> w w Q GATE POST SET IN CONC. i SECTION LINE + 42.06 M
<br /> j NEW BARBED WIRE
<br /> � o o 't ^ ''- S.F.N. I + T "A" ^ S17°36'24"W 1 .36'(M) FROM �, w 1 4 SECTION LINE I 4 '~ AND STEEL POST
<br /> co (SEE DE AIL ) a�
<br /> Li r `1 N ^ + + SEC. COR. (SEE NOTE 1 , o Lo ^
<br /> z o + o + N ^ FENCE
<br /> o w ,� o I SHEET 3) + + �--
<br /> - 6 ry a i N NEW BARBED WIRE ; N `� r
<br /> ° ,n
<br /> �
<br /> "? co " + AND STEEL POST + o o z C9 N o co
<br /> z o o `� N + FENCE Y + 00 co + N r0 »
<br /> o a o v N ^ + FD. 5/8 IRON PIN Ln + e- FD. 1 IRON PIN AT SEC.
<br /> PER (W) PAGE 60 + o COR. PER (K)(L)(0)(Q)
<br /> 00 CO. SUR. 2791 L m + "' = S 4NCOR. cOn NOT TAGGED
<br /> / ' SECTION LINE '
<br /> + ~n + i SEC. 26 + SEC. 25 + SEC. 25 + SEC. 30
<br /> Lo I = -� `3' °o° 2667.13'(M) 6.33 (M)
<br /> v 2631 .99'(M)
<br /> L 1 1 .✓
<br /> U + + ( °0CD
<br /> 0 + '� + - _ - - 2664.68' M --� L10 2638.32' M
<br /> ^ ` co
<br /> �. w o o +� ( ) ( ) :::�17
<br /> w �t Q �n N + N89°49'37"E (M) + 5305.45'(M)
<br /> m L 'to M< U �r-1 SEC. 35 SEC. 36 + SEE NOTE 5 SEC. 36 SEC. 31
<br /> �� + L J o + u) + w i"/ 9) ( 9
<br /> N o � � / I SHEET 3 R SE., T.3N., R.9E.,
<br /> c� a� co + o + w + FD. 3 4 IRON PIN AT ( ) T.3N.,
<br /> c/) SEC. COR. PER (A)(Q) M.D.B. & M.
<br /> I ° SECTION LINE AND RANGE LINE 00 z o
<br /> rj 0 1/4 SECTION LINE I + D SECTIONLINELINOEN $'
<br /> ��
<br /> N + z + FD. 1 " IRON PIN AT SEC. Q Q DETAIL A
<br /> L. w � I ' COR. PER (K)(L)(0)(Q) NOT cWn co T T FD. 5 8" IRON PIN NOT TAGGED
<br /> co SECTION LINE l TAGGED NO 0 SCALE /
<br /> N + S.F.N. + F.B. 278-42 AND 4,3 SEC. 30 + SEC. 29 NO REFERENCE,
<br /> SEC. 26 SEC. 25 SEC. 25 SEC. 30 !! IRON PIN PER N CALLED 3/4"
<br /> 9 � 9 )
<br /> -
<br /> 2667.1 ,3'(M) 2666.4 (S)- 2638.32 (M) 2637.55 (S) - - _ _ y - 4694.49'(M) _ 1786.65'(M} V ) S88°59'098"E (M) SEC. 29 ; SEC. 28
<br /> { ) 5313.13 (M) 5314 (L) 80.30 CH.(U) 11
<br /> SEC. 35 5305.45'(M) 5305.26'(x) 5305.96'(Q) 5303.95'(S) 6481 .14' M 6480.0' K
<br /> SEC. 36 N89°49 37 E (M) SEC. 36 + SEC. 31 ( ) ( )(Q) 6480.9 (L) 97.72 CH.(U)
<br /> FRAZIER '+ ROAD 80.00 CH. T) T.3N., R.8E.i ' T.3N., R.9E., S88°37'1 1 "E (M)(V) +
<br /> { SEC. 31 SEC. 32 _ a +
<br /> SECTION LINE SECTION LINE +
<br /> FD. 3/4" IRON PIN AT I F.B. 49X-17 M.D.B. & M. R.S. 5-43 I P. 17-22 ^
<br /> SEC. COR. PER (A)(Q) (SEE SHEET 3) + N o
<br /> R,5. 37-27 (SEE SHEET 3) SEC. 32 SEC. 33
<br /> 2011 -197
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