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RECORD OF SURVEY 39-191
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VOL 39 101-200
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RECORD OF SURVEY 39-191
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S77'05'03"E 8114.41(M)[TIE] <br />2A1 SPLIT OF RAILS // � --_- _- -- ------_-____-__-_ <br />/ � ----------�-------__ 102 <br />N53'04'47"W 3051.74(M) CENTERLINE OF ROW/TRACKS \ <br />R=34373.55 (R=34377.00) 1 <br />2At SPLIT OF RAILS�ry \ - D=09'58'02"(M) (D=09'58'00")R2 I <br />L=5979.:19 (L=5980.00) <br />® N00'23'41"W 2650.75(M)[TIE] <br />N53'04'47"W 1817.90(M)— X40 (N00'23'52"W 2650.81)SJ3 <br />QN <br />TRE <br />ET <br />�<v \ Off, h° PQM MAINS 2g48.24)SJ3 209 <br />w / h�p�/ \`. a� (N89'55'0" 2648.07(M) s _� f SEE DETAIL 2A <br />C\i// �� hry hry� �\ = N89 55'03"W 36() THIS SHEET <br />O <br />210 <br />oh �i <br />2 a `"W 2643.30)SJ3 <br />n/ (N 88 5T 56"W 2.643.11 (M) / .\ <br />N ry°j/ o� <br />101 / -- MAIN STREET % <br />FOUND MONUMENT DESCRIPTIONS <br />201 FOUND 2J¢" BRASS DISK IN CONCRETE MARKED "L.S6805" PER <br />201 ST1, CENTER PUNCHED, 1' BELOW SURFACE, S'LY SIDE <br />ARBORWOOD DRIVE, AT NORTHEAST CORNER OF BLOCK WALL, WITH <br />CARSONITE MARKER. Y4 CORNER, SECTION 28-33. <br />202 FOUND Y4" IRON PIPE WITH PLASTIC PLUG MARKED IS 6805" <br />202 IN MONUMENT WELL PER ST1, AT INTERSECTION OF ARBORWOOD <br />DRIVE AND PIRRONE ROAD. <br />0 203 FOUND 2" IRON PIPE WITH 3" ALUMINUM CAP MARKED "RCE <br />203 18573, T2S, R8E, S29, S28, S32, S33, 11-27-1990, STANISLAUS <br />COUNTY" PER ST1, 2' BELOW SURFACE IN AN ALMOND ORCHARD. <br />[SEE ALSO CR 007811 <br />206 FOUND -'4" IRON PIPE WITH YELLOW PLASTIC PLUG MARKED <br />206 <br />IS 4876" IN MONUMENT WELL PER SJ2. <br />207 FOUND Y'4" IRON PIPE WITH YELLOW PLASTIC PLUG MARKED <br />207 <br />"RCE 22918" IN MONUMENT WELL PER SJ2. <br />0208 FOUND 3" BRASS CAP IN CONCRETE MARKED "CORPS OF <br />208 ENGINEERS U.S. ARMY, BOUNDARY STATION DESIGNATION ST1-2667, <br />YEAR 1978, AGENCY SACTO DIST" PER SJ2, 0.3' BELOW SURFACE <br />NEAR CHAIN LINK FENCE CORNER. [SEE ALSO RS 27-159, M&P <br />29-87] <br />20209 FOUND 2Y2" BRASS DISK MARKED "CITY OF RIPON, T2S, R8E, <br />9 X S20 -S29, PLS 5443" IN MONUMENT WELL PER SJ3. <br />(0210 FOUND 2Y2" BRASS DISK MARKED "CITY OF RIPON, SURV, RCE <br />29547" MONUMENT WELL PER SJ3. [SEE ALSO CR -95-0221 <br />SECTION CORNER 19-20-29-30. <br />211 FOUND 2J¢" BRASS DISK MARKED "CITY OF RIPON, T2S, R8E, <br />211 Y4 S30 -S29, PLS 5443" IN MONUMENT WELL PER SJ3. <br />1}22(1 uo,i/J <br />07—u JxSJ <br />_ 1 <br />o w/� o �' <br />...........Q/.......................J......................................................... <br />�O <br />/t (0i N b SEE SHEET <br />co <br />-r- <br />`� <br />211 N'LY LINE OF PARCEL 3, a <br />PM 20-115 0� ^°jx oxo i <br />j�1 /._.... <br />1 Q. <br />L / <br />1 / <br />PM 20-115 <br />/ <br />i <br />1 � <br />/ <br />SAN JOAQUIN <br />COUNTY <br />I \ ` <br />SHEET 2 ESTABLISHMENT NOTES <br />2A1 TANGENTS ESTABLISHED BY "SPLIT OF RAILS" AT <br />TWO LOCATIONS ON EACH TANGENT <br />CENTRAL CURVE ESTABLISHED HOLDING RECORD <br />LENGTH (SCALED TO GRID) AND MEASURED <br />DEFLECTION ANGLE, AND FITTING A NEW RADIUS. <br />26 HELD RECORD ANGLE (72'51'00") PER SJ8. <br />0HELD RECORD ANGLE (49'2:8'15") PER SJ1 TO <br />2C ESTABLISH DIRECTION OF TIE. SEE SHEET 4. <br />INTERSECTION OF THE CENTERLWE OF MAIN STREET <br />2D (BEING ALSO LINE BETWEEN SECTIONS 20 AND 29) <br />WITH THE N'LY PROLONGATION W'LY (LINE OF RIPON <br />BLUFFS UNIT NO.1 (BEING ALSO THE W'LY LINE OF <br />MANLEY ROAD) ESTABLISHED AT RECORD DISTANCE <br />(18.00) FROM THE N A CORNER SEC: 29 AS <br />SHOWN ON SJ5. <br />SPLIT OF RAILS2A1 <br />1 \ SHEET 2 DIMENSION TABLE <br />- L1 <br />N89'56'35"W <br />2641.56(M) <br />(N89'56'36"W <br />2641.75)ST1 <br />/ \ ` L2 <br />N89'56'35"W <br />1140.16(M) <br />(N89'56'36"W <br />1140.25)ST1 <br />zzzll x <br />I <br />654.75(M) <br />(N89'56'36"W <br />op00 19; <br />/ L4 <br />N8956'35" W <br />846.65(M) <br />o <br />L_ <br />-FOUR-fli STREET <br />1 16 <br />rDi 0 cin <br />(N00'19'21"W <br />536.86)ST3 <br />a N <br />N7527'28"E <br />397.55(M)[TIE]- <br />rn <br />(N75'27'22"E <br />398.85)SJ1 <br />000 <br />N <br />9 <br />-r- <br />`� <br />211 N'LY LINE OF PARCEL 3, a <br />PM 20-115 0� ^°jx oxo i <br />j�1 /._.... <br />1 Q. <br />L / <br />1 / <br />PM 20-115 <br />/ <br />i <br />1 � <br />/ <br />SAN JOAQUIN <br />COUNTY <br />I \ ` <br />SHEET 2 ESTABLISHMENT NOTES <br />2A1 TANGENTS ESTABLISHED BY "SPLIT OF RAILS" AT <br />TWO LOCATIONS ON EACH TANGENT <br />CENTRAL CURVE ESTABLISHED HOLDING RECORD <br />LENGTH (SCALED TO GRID) AND MEASURED <br />DEFLECTION ANGLE, AND FITTING A NEW RADIUS. <br />26 HELD RECORD ANGLE (72'51'00") PER SJ8. <br />0HELD RECORD ANGLE (49'2:8'15") PER SJ1 TO <br />2C ESTABLISH DIRECTION OF TIE. SEE SHEET 4. <br />INTERSECTION OF THE CENTERLWE OF MAIN STREET <br />2D (BEING ALSO LINE BETWEEN SECTIONS 20 AND 29) <br />WITH THE N'LY PROLONGATION W'LY (LINE OF RIPON <br />BLUFFS UNIT NO.1 (BEING ALSO THE W'LY LINE OF <br />MANLEY ROAD) ESTABLISHED AT RECORD DISTANCE <br />(18.00) FROM THE N A CORNER SEC: 29 AS <br />SHOWN ON SJ5. <br />SPLIT OF RAILS2A1 <br />1 \ SHEET 2 DIMENSION TABLE <br />- L1 <br />N89'56'35"W <br />2641.56(M) <br />(N89'56'36"W <br />2641.75)ST1 <br />/ \ ` L2 <br />N89'56'35"W <br />1140.16(M) <br />(N89'56'36"W <br />1140.25)ST1 <br />L3 <br />N89'56'35"W <br />654.75(M) <br />(N89'56'36"W <br />654.83)ST1 <br />/ L4 <br />N8956'35" W <br />846.65(M) <br />(N89'56'36"W <br />846.67)ST1 <br />STANISLAUS L5 <br />N00'19'36"W <br />536.73(M) <br />(N00'19'21"W <br />536.86)ST3 <br />500' o' 500' 1000' \ COUNTY <br />SCALE:1 "= 500' <br />N5 10:5"101 <br />2.B.07(M)6 - - <br />1111 6.:56(M) - <br />W'LY LINE OF <br />MANLEY ROAD, <br />60' WIDE, AS <br />SHOWN ON SJ5 <br />I�rn, <br />DETAIL 2A /I NOT TO SCALE <br />2At SPLIT OF <br />S44'09'06"W 3757.83(M)[TIE] <br />/ <br />............................... C� ..... <br />d .. <br />050 <br />
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