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4& CL LEHMAN � <br /> ROAD R/W 30, ; <br /> < EDGE OF <br /> \ D/� D PAVEMENT <br /> FD. PIN & WASHER, NO �o <br /> \ j <br /> RECORDS FOUND <br /> 0 C ,� <br /> X36;'. '� D <br /> CL AHERN ROAD 80 W. - <br /> IDE < ti TOP CONCRETE <br /> FD. 1 1.P. (A) FORMERLY STATE HIGHWAY R <br /> OUTE 3 3 ���' CANAL LINING <br /> USED FOR LINE AND 8�' 42" <br /> SO 15 E <br /> 0.26 NORTHEASTERLY 1�2? 50.00(M)(F) <br /> OF THE TRUE CORNER <br /> NO TAG �� 8' S89-039'50"W <br /> \� <br /> tii <br /> T 11.99'(*M) ,; r <br /> O / <br /> / <br /> SO° \O <br /> 1101 <br /> /001 <br /> F ` / <br /> ' B. C, I . D. CA ALooh, �,O _ CENTERLINE <br /> 'Oq,Qc 8�� <br /> A=36027'20" <br /> ..� ' 100 WIDE UNION F J�J R-600.05'(600.00' GRID) <br /> 51.9 N 48°36+45»E CL <br /> �J `,x. '�'f POINT OF L=381.79'(381.76' GRID) <br /> 4.65'(M) PACIFIC _RAILROAD - ' i BEGINNING OF (M)(F) <br /> '� REF. (E) <br /> N41°03'15"W 3567.92' (M) f. S41003'15"E 476.33'(M) FD. 3/4 I.P. <br /> N41003'19"W(A) 3567.88'(A) ' 425.95'(M) 425.44'(A) TAGGED L.S. 4858 �� O <br /> � -�� <br /> TO SOUTH LINE OF LINNE ROAD PER (J) <br /> CANAL HEADWALL ' RIGHT-OF-WAY LINE <br /> TOP CONCRETE ��� _ <br /> ° CANAL LINING 0-40°47'16" <br /> N 48 36 45 E �'�� / hh <br /> R=570.05(570.00' GRID) <br /> ' 5.05 A ''y .38' M ui °�° /' /°��`'� L=405.80 (405.77 GRID) <br /> 4.7 9 (M) ( ) 0 50 ( ) <br /> FD. 3/4" I.P. �o /' � ��'' (M)(F) <br /> CD <br /> TAGGED L.S. 4858 °�°' <br /> 4 ° / <br /> 03� o0 o PER (J) �°� ' / °,5°�iC,o N 0°16'22" W 2.89'(M) <br /> 4° X36 s ��` Z f�� O <br /> R.O.W. o3'1S.S9�g23�, ryc� 0 50.38'(M) �`b/c) <br /> p=62°40' 6 f O <br /> / o <br /> ' 6 3� <br /> R=74.28 �3 2 ��� ' % � CENTERLINE <br /> =81.24' S9' 16. HEADWALLS OF THE <br /> L=04019'56" <br /> L ��� <br /> (M)(A) �M� , ; CANAL CULVERT R=20 00.16'(2000.00' GRID) <br /> / <br /> L=151.24' (151.22' GRID <br /> (M)(F) <br /> CENTERLINE <br /> 0=620 40' �y / SEE SHEET 2 OF 3 <br /> R=49.28 <br /> .� \ ;' FOR GRID FACTOR NOTE. <br /> L=53.9 <br /> (M)(E) ' <br /> 0=27°00'00" 0=27°00'00" L=27°00' <br /> R=383 - <br /> ' ' .39 <br /> R-358.39 R=35$.39 ' <br /> L=180.67 <br /> L=168.75' L=168.89 (M)(A) <br /> (E) (M) , <br /> DETAII A - <br /> DETAIL ____ B — SCALE: 1"=40' <br /> SCALE: 1"=80' <br /> R CORD OF SURV Y <br /> BEING A PORTION OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 6 EAST, <br /> MOUNT DIABLO BASE AND MERIDIAN, <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> MARCH 13, 2008 <br /> R.B. WELTY & ASSOCIATES, INC. <br /> P.O. BOX 1724 (MAILING ADDRESS) <br /> 521 13th STREET (LOCATION) <br /> MODESTO, CALIFORNIA 95353-1724 <br /> (209) 526-1515 <br /> JOB NO. 7595 <br /> SHEET 3 OF 3 <br /> D. D. SHEET NO. 67 <br /> :3 b • <br />