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r8_11e_142_2I CALIFORNA PROTR -: 7aCTI0N DIAGRAM TPS.IS., Rs.10,I1M2E• � TPS.2S.,-R5.IDJ11,12E. S.a:M. BUREAU OF LAND MANAGEMENT CALIFORNIA STATE OFFICE -DIVISION OF ENGINEERING SACRAMENTO, CALIFORNIA 0 o 5AN BERNARDIND BASE LINE m Q R..10 E: R.1 I E. R.12 E`. 6,ewp 346; 1945 02& 40.23 19013 95)23 l4uzA4, o 0 (84 24) (3.71) e ` (3 27) cc <6000(2.54) c c fz 59) c c V 98) 0a (78 62) + Ila ti Io h 41\ 1 m n n V. T, a 658 662 W 659 W( q D VDR7gC" N (690) (5) °v° (4 ) 0662) (2 ) v 648) g fMCN%Y N/NE PNL/1J rN.P. - + - - - - -}- - - - - -I- - - - - - -p+ - - - � L°NC. mr..06 oe 407'W GROUP 428 /957 (64.42) 1 ,c (79.32) N -. I 8 I 9 I 10 J� I2 0 ro (6 6) II I� (637) v GROUP 428/ /9S7 \ o WI " 56 81. zo 2 8.50 +---- i ---- { ---- 1 -+---- 79.92 ro) a (84.48) ^ (82.68)G.76)Ic\ (/.zo)1ce (80.00) SD. b4 ^. ^ rB295) (z63)In ( 13 l) " 0 o N In ^I� IB oro o h o 18 17 16 15 14 0j % 18 N 17 n n. 15 ^ 14 13 I m 17 15 / 14 ^ 13- can) +-- (676) 1 (655) °p (646) Qi v (638) I✓ (620) v (624) Iv (631) I� ` n S• (646) (Gz0) IN (622) `r I �I I (627) f I n /'x:2"2 M (79.90) (80.85) p z.7z) (82 72) (3.05) (80.00)G3 04) ---- +---- i----+--------+-------�--------+-----I-------�----� ---- - 4 (83.48) C77.27�zBs) (77.28) 03a 00) (8000) + 1 1 1 (2 72) 1 TIS. 19 20 1 21 22 1 23 1 24 til 19 1 20 1 l o' 1 1 I (668) (639) 62�) 22 1 23 24 (673) I� bl 21 22 23 24 4) (677) p ( (6191 TIS. J � ---- --:--- - -- ---- + - - - ----------- �+-(-1-0) -4-m } - 84 - ---�1 5 30 29 Q rl txrY N28 PAZPN* 27 26 25 p•I 25 O I p 30 29 28 27 26 25 30 29 28 (557) iei �vq �awe•26 \5 (678) 4031°103'50.829"N. 1 1 1 (668) 1 1 1 1 1 01 (673) 1 <eNQ //5'157'02.207"N. 1 1 �1 1 vi a0N0.1 //6°42'/5.435"N 1 --'-- I ----+---- }----t-----1------I <83sa)-�------I-f-----4----- ----i i2) --I--- -----�---E --{-----F-----I- (84.74) 1 1 1 1 1 1 1 1 1 1 I 31 1 32 1 33 1 34 1 35 36 I 31 32 1 33 34 35 36 1 31 1 32 33 34 ""� 35 36 678) 1 669 1 1 (673) 1 (604) E^ A(515) I ( 1 ) I I I I I 1 9.. WA5HlNGTOA) 1855 1 s 89°S4 1) (80.00) - (z76) (84.82) (83.63) - (8_4.1_4)_ - - - - - -1 _ B(z5) ,h - - - - +- -1- - -o - + - - - - -I- - - -' - - - - - + - - - - -i- - - - - + - -o - - - - - F - - - - { -<9345 C93gT.a- (9.3gTc.- (930Ta. <8023) c9s4)C ,(78.47) <sni)r,. 079.75) clb: (84 82) 83.63) (S. B9 -14'#1) _ ) I 1 I(3, B9 54'!!?/1J\ 1 I� I,\ I,\ I 11-� 1-� -\1 I I I I I I� IM I� til o Iry h a 1 � h 1, I� I� 5 la 4 la 3 I� 2 I I �I 6 m 5 I� 4 I� 3 I� 2 I� I �I\' 6 til 5 �I 4 �1 3 �l6 2 a I 1jo (755) h (713) 1� (714) 1� (ll5) Ia' (1146) 1� (ill) WI (751) v (120) (721) Iv (122) " (723) (124) vlv (948) of (813) `pl (914) of (817) ulv (775) 1 ----� ----�- ---t-----F - - - - +_ --- �---- I ----1 ---- +-- - ---- 1 --=- �I (84.73) (93.61) r -9---+-----I------}--__ 5 I ----� ---- I 1 I I 1 I I I I I I I (93.44) I I (BOo23� i 1 (7B 2) 1 (79.75)3988)1 8 11 12 7 8 9' 10 7 9 l0 a1 12 (67 7) 1 1 I I 12 I (669) 1 1 1 7 8 9 10 �I 11 u 34°00'a2.72e"x. (748) (639) 1 (636) (628) + 1g LdNC. //s°59'SO.bBO'A! _ _ _ J 0 - - - - - -- - sn - - II- - rwsicj l (e60 _ K 39.86 (JELLE 1" �i } - - - 1 - - - I - - ��.x3 'W'1 000 - - - - - - (93.51) �' + (80 23% �� 1s7n7 �C78.56) 79.75 rs (84.62) - - (83.60) - - unit°0073.°/'H - i-- - - - + - la '1394LE z" Ib I I5 1 14 13 I 18 h 15 14 I3 11 ( �.� j'Bozo" IS 1 17 17 I(3 �`Syi WI �°`5/11V " 9+ 677) 1 1 (669) 1 1 1 18 17 7� xs nP2' I6 15 14 B2 I ( 1 (748) 1 (583 202(621) 1 A(617) QI (623) T•z•S' T?, S. --. 5/) -- a:1 .I (84 --- +----+----+-+----+----+ +----+----+----+----1 (83.60 4- 4- + 1 1 11 �r (93.57) 1 (Se 23) (79.90) Z l I9 1 20 1 21 1 22 2.3 2q I 19 20 21 1 22 23 1 24 til I I 1 (676) I 1 5 (669) 1 01 19 20 21 22 o p 23 p (749) 1 (638) 01� (IO40) m { - -I- - -1 - I - -4 + - -I - -I - + - 1 (84.40) - - C83.60) r-----+----+-----{-----+ _ 79.33) + t 1 1 1 1 1 (93.63) ( )( )(80.23) 4000 4olz 1 I 1 I 1 0480) 1 01 , sr 0 30 29 2B 27 26 25 66 29 28 27 96 25 I 30 29 1 28a 1 27 � I � „ 26°... ao I I ,,,,,,,,,,,,, �, gm (675) I ( ) I (749) 10 = (480)$1 (413) �I --- t ---- {-----1------� -+ - - -- { ---- �- + - - - - -I -- - - - + ---- I ---- I � vl •(84.29) _ _ _ _ _ _ _ - :40.00 40.00 = 4aoa 083.6/) 0 8024 80.16 h I r (93.67) - + g 010 31 1 32 1 33 1 34 1 35 1 36 1 31 1 32, 1 33 1 34 1 35 1 36 I 1g a mlm 31 1 32 (4674) 1 1 1 1 (669) 1 1 1 1 1 33=,,,,,;,,," 34 1 I I• -- I 1 1 I 1 , I I I <750> 1 I (48z)"' 1 (84.18) _ _ _ _ _ _ . _ _80.00 (030 (83.60) _ _ _ _ _ _ (61.52) c.c(r2z.ffj e.crz.e9i ec..B) 27rT.2.- - - - - 4 1 1 _C80.62)(4o.m) - - - (79.97) (79.90) C/Easy ( > (82.00) (4a/jT (80.60)- - - - - - - - t - - - - (E9sr) V (89.375 (H/ES7) R. to E. R. I I E. R.12 E. 0 a� 0 All triangulation stations are USC 8 GS unless otherwise noted Except where shown otherwise, area of each protracted section is 640 acres Data shown in parenthesis (j are determinations made from existing information and subject to rectification Planimetry added from U S.G.S. topographic maps Shaded lines indicate boundaries of surveyed areas 80 40 0 so 160 240 Choinc Lines surveyed -- - --- Lines protracted - - - - Horizontal Control Station n Supplemental Horizontal Control Point O t Found Caner plotted from U S G.S quadrangle + Boundary Monument 0 Mineral Monument UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT Washington D.C. October 13,1970 This diagram represents the official protraction of the rectangular system of survey of the unsurveyed sections in the townsteps shown above, and is hereby approved For The°ec�!��� f W d/AGRAM /30 - TONES :z,_ �