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S 12`29'06.3" E 11,896.47'
<br />TO SJ 5 PM 38.64
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<br />POINT
<br />NORTHING
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<br />DESCRIPTION
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<br />SET 5/8"x18" REBAR WITH RED CAP STAMPED
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<br />"CHAUDHARY CONTROL" LOCATED IN THE DIRT MEDIAN ON
<br />HWY 5, 1.4 MILES +/-- NORTH OF NORTHBOUND ONRAMP
<br />CI
<br />SJ 5 PM 41.05
<br />2237376.23
<br />6303052.16
<br />13.75
<br />AT HWY 5 & HWY 12, 100' +/— NORTH OF A BREAK IN
<br />0.9999559886
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<br />IN
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<br />NBND
<br />LEGEND
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<br />SJ 5 PM 41.05 SJ 5 PM 41.1
<br />N 31 °45'08.5" W 86,944.85'
<br />SJ 5 PM 41.15 TO JS4310
<br />SEND
<br />N 02°26'35.4" W 3222.82' TO SJ 5 PM 41.6'-
<br />N 00 40 57.6`--W 830.63
<br />N 03'15'39.6" E 3653,38' TO SJ 5 PM 41.67
<br />THORNTON RD
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<br />.55 pa 6
<br />Ac,,,9
<br />-(0
<br />Q INDICATES SET CONTROL POINTS BY CHAUDHARY & ASSOCIATES
<br />POINT
<br />NORTHING
<br />EASTING
<br />-r
<br />DESCRIPTION
<br />z�
<br />UCL
<br />SET 5/8"x18" REBAR WITH RED CAP STAMPED
<br />"CHAUDHARY CONTROL" LOCATED IN THE DIRT MEDIAN ON
<br />HWY 5, 1.4 MILES +/-- NORTH OF NORTHBOUND ONRAMP
<br />CI
<br />SJ 5 PM 41.05
<br />2237376.23
<br />6303052.16
<br />13.75
<br />AT HWY 5 & HWY 12, 100' +/— NORTH OF A BREAK IN
<br />0.9999559886
<br />THE METAL BEAM GUARD RAIL, 6' EAST OF M.B.G.R, 550'
<br />SOUTH OF A CANAL THAT RUNS PARALLEL TO WEST
<br />rn
<br />COTTA RD, AT P.M. 41.05.
<br />r,
<br />SET 5/8"x18" REBAR WITH RED CAP STAMPED
<br />"CHAUDHARY CONTROL" IN THE MEDIAN ON HWY 5, 1.5
<br />SJ 5 PM 41.15
<br />2238206.80
<br />6303042.26
<br />13.59
<br />MILES +/— NORTH OF HWY 12, 100' NORTH OF A BREAK
<br />0.9999562631
<br />LJ'
<br />LEGEND
<br />Q
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<br />U
<br />SJ 5 PM 41.05 SJ 5 PM 41.1
<br />N 31 °45'08.5" W 86,944.85'
<br />SJ 5 PM 41.15 TO JS4310
<br />SEND
<br />N 02°26'35.4" W 3222.82' TO SJ 5 PM 41.6'-
<br />N 00 40 57.6`--W 830.63
<br />N 03'15'39.6" E 3653,38' TO SJ 5 PM 41.67
<br />THORNTON RD
<br />'� p0
<br />.55 pa 6
<br />Ac,,,9
<br />-(0
<br />Q INDICATES SET CONTROL POINTS BY CHAUDHARY & ASSOCIATES
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<br />RECORD OF SURVEY
<br />N_ 03'03'1.5.2"W 2-3-92,72'T0 SJ 5 PM 41.
<br />N 04"25'10.5" E--2825.29' TO SJ 5 PM 41-67
<br />IN THE COUNTY OF SAN JOAQU I N, STATE
<br />OF CALIFORNIA, OVER A PORTION OF
<br />INTERSTATE 5 BETWEEN PM 38.41 AND 48.4,
<br />AND LYING WITHIN PORTIONS OF SECTIONS 2,
<br />11, AND 14 OF T3N, R5E AND SECTIONS 3,
<br />4, 10, 14, 15, 23, 26, AND 35 OF T4N, R5E,
<br />MOUNT DIABLO BASE AND MERIDIAN
<br />CONSISTING OF TEN SHEETS
<br />CONTROL POINTS SET
<br />POINT
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
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<br />UCL
<br />SET 5/8"x18" REBAR WITH RED CAP STAMPED
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<br />RECORD OF SURVEY
<br />N_ 03'03'1.5.2"W 2-3-92,72'T0 SJ 5 PM 41.
<br />N 04"25'10.5" E--2825.29' TO SJ 5 PM 41-67
<br />IN THE COUNTY OF SAN JOAQU I N, STATE
<br />OF CALIFORNIA, OVER A PORTION OF
<br />INTERSTATE 5 BETWEEN PM 38.41 AND 48.4,
<br />AND LYING WITHIN PORTIONS OF SECTIONS 2,
<br />11, AND 14 OF T3N, R5E AND SECTIONS 3,
<br />4, 10, 14, 15, 23, 26, AND 35 OF T4N, R5E,
<br />MOUNT DIABLO BASE AND MERIDIAN
<br />CONSISTING OF TEN SHEETS
<br />CONTROL POINTS SET
<br />POINT
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
<br />COMBINED SCALE FACTOR
<br />SET 5/8"x18" REBAR WITH RED CAP STAMPED
<br />"CHAUDHARY CONTROL" LOCATED IN THE DIRT MEDIAN ON
<br />HWY 5, 1.4 MILES +/-- NORTH OF NORTHBOUND ONRAMP
<br />SJ 5 PM 41.05
<br />2237376.23
<br />6303052.16
<br />13.75
<br />AT HWY 5 & HWY 12, 100' +/— NORTH OF A BREAK IN
<br />0.9999559886
<br />THE METAL BEAM GUARD RAIL, 6' EAST OF M.B.G.R, 550'
<br />SOUTH OF A CANAL THAT RUNS PARALLEL TO WEST
<br />COTTA RD, AT P.M. 41.05.
<br />SET 5/8"x18" REBAR WITH RED CAP STAMPED
<br />"CHAUDHARY CONTROL" IN THE MEDIAN ON HWY 5, 1.5
<br />SJ 5 PM 41.15
<br />2238206.80
<br />6303042.26
<br />13.59
<br />MILES +/— NORTH OF HWY 12, 100' NORTH OF A BREAK
<br />0.9999562631
<br />IN THE METAL BEAM GUARD RAIL, AND 180' +/— NORTH
<br />OF A CANAL CROSSING, AT P.M. 41.15.
<br />FULL SIZE MAP SCALE. 1" = 100'
<br />FEET 0 50 100 200 600
<br />SEE SHEET 1 FOR BASIS OF BEARINGS AND BASIS OF ELEVATIONS.
<br />M. �wo I(A 9
<br />
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