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CONTROL TIE GNSS OCCUPATION NOTES
<br />STATION BASE -2 WAS TIED WITH BASE STATION SETUPS AT STATIONS BASE -1 AND COS -160.
<br />STATIONS SJ 5 PM 32.21, 32.41, 32.61, AND 32.81 WERE TIED WITH BASE STATION OCCUPATIONS AT BASE -1 AND COS -160.
<br />THE FOLLOWING STATIONS WERE TIED WITH BASE STATION OCCUPATIONS AT BASE -1 AND BASE -2:
<br />SJ 5 PM 33.01, 33.20, 33.39, 33.58, 33.74, 33.77, 33.96, 33.98, 34.15, 34.68, 34.92, 35.11, 35.31, 35.57, AND 35.79
<br />(SEE VECTOR TABLES BELOW)
<br />VECTOR TABLE (TO BASE -2)
<br />VECTOR
<br />BEARING
<br />DISTANCE
<br />SJ 5 PM 34.23
<br />TIED TO
<br />BEARING
<br />BASE -1 TO SJ 5
<br />S 17'58'56.0" E
<br />7980.78'
<br />PM 32.72
<br />SJ
<br />5
<br />BASE -2
<br />32.21
<br />21'03'40.3"
<br />COS -160 TO SJ
<br />18'41'03.6"
<br />E
<br />5 PM 32.72
<br />N 71'33'03.4" E
<br />735.31'
<br />BASE -2
<br />32.41
<br />20'5547.0"
<br />LEGEND
<br />AL INDICATES HELD RECORD OF SURVEY PREPARED BY MCGEE SURVEYING
<br />CONSULTING AND KJELDSEN, SINNOCK, AND NEUDECK, INC. LAND SURVEYORS
<br />AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED DECEMBER 3,
<br />2001 IN BOOK 35 OF SURVEYS AT PAGE 5, SAN JOAQUIN COUNTY RECORDS.
<br />O INDICATES FOUND CALTRANS SURVEY MONUMENT RECOVERED AND TIED.
<br />(SEE SHEET 4 FOR POINT TABLE)
<br />IL INDICATES SET AND TIED SURVEY CONTROL POINT BY CHAUDHARY AND
<br />ASSOCIATES ON THIS SURVEY
<br />(SEE SHEET 4 FOR POINT TABLE)
<br />GNSS TIES USING APPLIED SITE CALIBRATION
<br />O
<br />M
<br />w
<br />U)
<br />VECTOR
<br />TABLE
<br />(FROM SJ 5 PM
<br />34.23 BASE -1)
<br />POINT
<br />TIED TO
<br />BEARING
<br />DISTANCE(FT)
<br />BEARING
<br />-
<br />DISTANCE(FT)
<br />SJ
<br />5
<br />PM
<br />32.21
<br />21'03'40.3"
<br />S
<br />18'41'03.6"
<br />E
<br />10,671.22
<br />SJ
<br />5
<br />PM
<br />32.41
<br />20'5547.0"
<br />S
<br />18'27' 39.2"
<br />E
<br />9,613.79
<br />SJ
<br />5
<br />PM
<br />32.61
<br />a
<br />S
<br />18'10' 11.8"
<br />E
<br />8,558.32
<br />SJ
<br />5
<br />PM
<br />32.81
<br />20'51'26.3"
<br />S
<br />17'43'52.9"
<br />E
<br />7,479.35
<br />SJ
<br />5
<br />PM
<br />33.01
<br />19'21'49.6"
<br />S
<br />17'15'28.7"
<br />E
<br />6,462.61
<br />SJ
<br />5
<br />PM
<br />33.20
<br />20'06'38.2"
<br />S
<br />16'37'03.0"
<br />E
<br />5,457.76
<br />SJ
<br />5
<br />PM
<br />33.39
<br />19'05'22.7"
<br />S
<br />15'40'53.0"
<br />E
<br />4,445.31
<br />SJ
<br />5
<br />PM
<br />33.58
<br />19'31'07.9"
<br />S
<br />14'11'09.2"
<br />E
<br />3,445.68
<br />SJ
<br />5
<br />PM
<br />33.74
<br />18'19'31.8"
<br />S
<br />15'05'48.4"
<br />E
<br />2,586.11
<br />SJ
<br />5
<br />PM
<br />33.77
<br />17'19'02.7"
<br />S
<br />13'04'58.7"
<br />E
<br />2,422.58
<br />SJ
<br />5
<br />PM
<br />33.96
<br />16'57'48.6"
<br />S
<br />12'51'38.5"
<br />E
<br />1,421.59
<br />SJ
<br />5
<br />PM
<br />33.98
<br />16'43'14.0"
<br />S
<br />10'22'15.5"
<br />E
<br />1,346.14
<br />SJ
<br />5
<br />PM
<br />34.15
<br />16'51'38.0"
<br />S
<br />11'36'55.6"
<br />E
<br />409.20
<br />SJ
<br />5
<br />PM
<br />34.68
<br />15'27'37.8"
<br />N
<br />15'03'31.1"
<br />W
<br />2,349.49
<br />SJ
<br />5
<br />PM
<br />34.92
<br />15'53'03.3"
<br />N
<br />14'43'17.1"
<br />W
<br />3,626.94
<br />SJ
<br />5
<br />PM
<br />35.11
<br />N
<br />14'32'36.0"
<br />W
<br />4,625.48
<br />SJ
<br />5
<br />PM
<br />35.31
<br />N
<br />15'16'09.9"
<br />W
<br />5,626.42
<br />Si
<br />5
<br />PM
<br />35.57
<br />N
<br />12'36'54.9"
<br />W
<br />7,073.88
<br />SJ
<br />5
<br />PM
<br />35.79
<br />N
<br />13'50'36.6"
<br />W
<br />8,204.55
<br />00
<br />G
<br />r
<br />VECTOR TABLE
<br />(FROM
<br />SJ 5 PM 32.72 BASE -2)
<br />POINT TIED TO
<br />BEARING
<br />BEARING
<br />DISTANCE(FT)
<br />DISTANCE(FT)
<br />-
<br />Ir
<br />=
<br />w
<br />C7
<br />N
<br />21'03'40.3"
<br />�
<br />o
<br />SJ
<br />5
<br />Q
<br />cn
<br />SJ
<br />N
<br />20'5547.0"
<br />W
<br />2,527.91
<br />Lu
<br />5
<br />J
<br />33.39
<br />x
<br />N
<br />a
<br />W
<br />VECTOR TABLE
<br />(FROM
<br />SJ 5 PM 32.72 BASE -2)
<br />POINT TIED TO
<br />BEARING
<br />BEARING
<br />DISTANCE(FT)
<br />DISTANCE(FT)
<br />SJ
<br />5
<br />PM
<br />33.01
<br />E
<br />N
<br />21'03'40.3"
<br />W
<br />1,520.88
<br />SJ
<br />5
<br />PM
<br />33.20
<br />SJ
<br />N
<br />20'5547.0"
<br />W
<br />2,527.91
<br />SJ
<br />5
<br />PM
<br />33.39
<br />PM 32.81
<br />N
<br />20`52'08.5"
<br />W
<br />3,543.55
<br />SJ
<br />5
<br />PM
<br />33.58
<br />N
<br />20'51'26.3"
<br />W
<br />4,548.38
<br />SJ
<br />5
<br />PM
<br />33.74
<br />N
<br />19'21'49.6"
<br />W
<br />5,399.51
<br />SJ
<br />5
<br />PM
<br />33.77
<br />N
<br />20'06'38.2"
<br />W
<br />5,570.89
<br />SJ
<br />5
<br />PM
<br />33.96
<br />N
<br />19'05'22.7"
<br />W
<br />6,566.09
<br />SJ
<br />5
<br />PM
<br />33.98
<br />N
<br />19'31'07.9"
<br />W
<br />6,648.88
<br />SJ
<br />5
<br />PM
<br />34.15
<br />N
<br />18'19'31.8"
<br />W
<br />7,574.24
<br />SJ
<br />5
<br />PM
<br />34.68
<br />N
<br />17'19'02.7"
<br />W
<br />10,327.90
<br />SJ
<br />5
<br />PM
<br />34.92
<br />N
<br />16'57'48.6"
<br />W
<br />11,603.67
<br />SJ
<br />5
<br />PM
<br />35.11
<br />N
<br />16'43'14.0"
<br />W
<br />12,600.98
<br />SJ
<br />5
<br />PM
<br />35.31
<br />N
<br />16'51'38.0"
<br />W
<br />13,603.50
<br />SJ
<br />5
<br />PM
<br />35.57
<br />N
<br />15'27'37.8"
<br />W
<br />15,038.21
<br />SJ
<br />5
<br />PM
<br />35.79
<br />N
<br />15'53'03.3"
<br />W
<br />16,174.77
<br />s
<br />v
<br />[V Lit ,Q
<br />rn to �
<br />0.
<br />Lo
<br />W
<br />00
<br />Sv\S\A 3S )9
<br />FULL SIZE MAP SCALE: 1" = 1000'
<br />FEET 0 500 1000 2000 3000
<br />RECORD OF SURVEY
<br />IN THE CITY OF STOCKTON, COUNTY OF SAN
<br />JOAQUIN, A PORTION LYING WITHIN RANCHO CAMPO
<br />DE LOS FRANCESES, ALSO LYING WITHIN SECTION
<br />36, T3N, R5E, SECTIONS 6, 7, AND 18 OF T2N
<br />R6E, AND SECTION 1 OF T2N, R5E, MOUNT DIABLO
<br />BASE AND MERIDIAN
<br />STATE OF CALIFORNIA
<br />CONSISTING OF FOUR SHEETS
<br />C HAU D NARY
<br />� ASSC]CIATES, 1NC_
<br />ENGINEERS SURVEYORS INSPECTORS
<br />■ f ■
<br />211 GATEWAY ROAD WEST, SUITE 204
<br />NAPA, CALIFORNIA 94558
<br />Tel: (707) 255-2729 FAX. (707) 255-5021 WVVW.CHAUDHARY.COM
<br />VECTOR TABLE (FROM COS -160)
<br />POINT TIED TO
<br />BEARING
<br />DISTANCE(FT)
<br />SJ
<br />5
<br />PM 32.21
<br />S
<br />35'52'03.8"
<br />E
<br />2,819.94
<br />SJ
<br />5
<br />PM 32.41
<br />S
<br />44'36'38.8"
<br />E
<br />1,819.71
<br />SJ
<br />5
<br />PM 32.61
<br />S
<br />71'09'36.0"
<br />E
<br />953.56
<br />SJ
<br />5
<br />PM 32.81
<br />N
<br />36'10'28.3'
<br />E
<br />866.67
<br />RECORD OF SURVEY
<br />IN THE CITY OF STOCKTON, COUNTY OF SAN
<br />JOAQUIN, A PORTION LYING WITHIN RANCHO CAMPO
<br />DE LOS FRANCESES, ALSO LYING WITHIN SECTION
<br />36, T3N, R5E, SECTIONS 6, 7, AND 18 OF T2N
<br />R6E, AND SECTION 1 OF T2N, R5E, MOUNT DIABLO
<br />BASE AND MERIDIAN
<br />STATE OF CALIFORNIA
<br />CONSISTING OF FOUR SHEETS
<br />C HAU D NARY
<br />� ASSC]CIATES, 1NC_
<br />ENGINEERS SURVEYORS INSPECTORS
<br />■ f ■
<br />211 GATEWAY ROAD WEST, SUITE 204
<br />NAPA, CALIFORNIA 94558
<br />Tel: (707) 255-2729 FAX. (707) 255-5021 WVVW.CHAUDHARY.COM
<br />
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