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RECORD OF SURVEY 36-194
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VOL 36 101-200
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RECORD OF SURVEY 36-194
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lqq g <br /> RECORD OF SU19VEY <br /> BEING A PORTION OF SECTIONS 35 AND 369 <br /> 1/4 SECTION LINES I T.1 S., R.9E., M.D.B. & M. AND <br /> - - _ - V - - 1/4 SECTION LINES + N88°03'00"W (M) A PORTION OF SECTION 1 <br /> N S.F.N. _ - - _ - - - - - - - _ _ _ _ _ _ 2634.76'{M <br /> S.F. i _ _ ) T.2S., R.9E., M.D.B. & M. <br /> FD. R/R SPIKE SAN JOAQUIN COUNTY, CALIFORNIA <br /> M. & P. 8-25 PER (H) MAY 2008 <br /> R.S. 4-163 SHEET 3 OF 5 <br /> P� 12-119 QUARTAROLI & ASSOCIATES <br /> { -- 2 0' 20 20' LAND SURVEYING LAND PLANNING <br /> 25' FD. NAIL NO 20' 20' i ENGINEERING <br /> REFERENCE - - - _ _ _ _ g MANTECA,CA <br /> FD. 3/4" IRON PIPE " ") FD. R SPIKE <br /> ,N <br /> TAGGED L.S. 3580 � ),-,-(SEE DETAIL B <br /> PER (F) 1/4 SECTION LINE Q PER (H) i <br /> i 25' i 20' FD. NAIL NO Q C° <br /> S87°14 45 E (M) REFERENCE <br /> 20' 25.02'(M) W O ' NORTH <br /> FD. 3 4" IRON PIPE � FD. PK NAIL AND <br /> -\ <br /> + / r\ SHINER PER (H) <br /> TAGGED L.S. 3580 20' Z FD. PK NAIL AND � S88'19'39"E (M) <br /> PER (F) W SHINER PER (H) ' 20.00'(M) 20.01 '(H) ( ),----(SEE DETAIL "B") <br /> ' Q FD. 2" IRON PIPE NO SCALE: 1 " = 200' <br /> 2" IRON PIPE NO 11 <br /> REFERENCE CALLED 1 -1/2 <br /> Z „ IRON PIPE PER (H)(K) <br /> � N + REFERENCE CALLED 1 -1/2 <br /> W W o - IRON PIPE PER (H)(K) N + <br /> .�w Z = r� qqt <br /> � c06 <br /> ,-� + INS Clooi 44 o <br /> W �- 00 W F- <br /> N o 0 W <br /> Z N o » !� s88°oo'43" DC W <br /> `� S87°53'02"E z S'S•J•I•Do LATERA E (M) <br /> �. W °' (M) ° ,> , 2594.0'(0) <br /> i <br /> S87 57 00 E (M) o �•• <br /> W > 2600-54 (M) 2594.0'(0) � 2607.61 (CALC G) 2607.34'(x) <br /> 2597.80 (M) 2594.0 (0) o (n <br /> REFERENCES <br /> W �C( + 2607.32'(M) <br /> W <br /> N00°38'40"E M N00°38'40"E M .-. ' S.F.N. <br /> 7 -- w o + W (A) R.S. 15-151 , S.J.C.R. <br /> W 53.02 (M) 53.02 (M) S00 37 01 W (M) S00 37 01 W (M) o = (n (B) R.S. 24-76, S.J.C.R. <br /> W Z © (C) P.M. 4-86, S.J.C.R. <br /> d- 53.02'(M) , 53.02'(M) i <br /> W 0 l Lo o P.M. 15-170 R.S. 6-34 (D) P.M. 10-13, S.J.C.R. <br /> .� + 2600.60' M `� R.S. 5-322 (E) P.M. 23-129, S.J.C.R. <br /> W S87 ( ) 2594.0 (0) 2597.82'(M) 2594.0'(0) o (F) P.M. 12-119, S.J.C.R. <br /> °53'02"E (M) S87°57'00"E (M} 2607.64 (M (G) P.M. 20-75, S.J.C.R. <br /> z 2607.94'(CALC G) 2594.0' 0 H P.M. 15-170 S.J.C.R. <br /> FD, 2" IRON PIPE i . �� ( ) ( ) , <br /> PER (B)(C)(E) 25 20 FD. 2 IRON PIPE , S88 00 43 E (M) (1) M. & P. 4-7, S.J.C.R. <br /> NO REFERENCE S87°57'00"E (M) 20 20 FD. 3/4" IRON PIPE TAGGED R.C.E. i <br /> (J) R.S. 6-266, S.J.C.R. <br /> i S87°53'02"E (M) S87°57'00"E (M) 20.01 '(M) 20948 PER (G) BENT, DUG TO (K) R.S. 29-99, S.J.C.R. <br /> 20.01 '(M) 20.01 '(M) STRAIGHT SECTION, REPLACED WITH (L) R.S. 4-163, S.J.C.R. <br /> 3/4" IRON PIPE TAGGED L.S. 4450 i (N) P.M. 11 -143, S.J.C.R. <br /> 1/4 SECTION LINE <br /> DETAIL py <br /> B S88-00'43"E <br /> (M) (0) M. & P. 8-25, S.J.C.R. <br /> 20.01 '(M) (P) CALTRANS RIGHT-OF-WAY MAP <br /> SCALE 1 "=50' + X-STA.-120 SHEET NO. 1 <br /> ' (SEE DETAIL "B") S.F.N. (Q) UNFILED SURVEY BY CHAS. <br /> (SEE DETAIL "B") H. WIDDOWS DATED SEPT. 15, 1961 <br /> S87°53'02"E (M) / �o + ° (S) UNFILED SURVEY BY BUDD 8c <br /> SOUTH SAN JOAUl <br /> S88 00 43 E (M) <br /> 2600.54 (M) 2594.0'(0) `� � N IRRIGATION �� �� � WIDDOWS FILE N0. 71 -JJ DATED <br /> D i ST2594.0 (o B ) <br /> i S87°57'00"E (M) 2597.80'(M) 2594.0 (0) � 2607.61 '(CALC G) 2607.34'(x) MAY 31 , 1924 <br /> i 2607.32'(M) <br /> 2600.60'(M) 2594.0'(0) <br /> S87°53'02"E (M) S87°57'00"E (M) 2597.82'(M) 2594.0'(0) <br /> V2607.64'(M) <br /> FD. 2" IRON PIPE FD. 2" IRON PIPE +�-� iV26(07,94'(CALC G 2594.0'(0) <br /> PER (B)(C)(E) NO REFERENCE '�' � S 8* ,� <br /> 88 00 43 E (M) <br /> P.M. 23-12-9 i FD. 3/4" IRON PIPE TAGGED <br /> R.C.E. 20948 PER (G) BENT, <br /> 20' DUG TO STRAIGHT SECTION, <br /> REPLACED WITH 3/4" IRON P.M. 20-75 <br /> 25' PIPE TAGGED L.S. 4450 <br /> P.M. 7-154 <br /> 20' <br /> 20' r <br /> ~ ~ SEC. 35 ' SEC. 36 <br /> + APPROXIMATE 1/4 - - <br /> I SECTION CORNER <br /> SEC. 2 � SEC. 1 <br /> I APPROXIMATE <br /> SECTION CORNER <br /> 2006-139 <br />
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