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221
<br />I
<br />I
<br />220 1
<br />i
<br />II
<br />1
<br />.los NO. 2043-000
<br />CURVE TABLE
<br />l
<br />f
<br />RADIUS
<br />DELTA
<br />W
<br />fl
<br />W
<br />I
<br />31.42'
<br />TRACT NO. 2313 (32 M&P 38)
<br />�i
<br />223 l
<br />w
<br />�
<br />z
<br />f
<br />con
<br />I
<br />0
<br />m
<br />22
<br />Lo
<br />10' PUE
<br />SSE, WLE i —
<br />I
<br />221
<br />I
<br />I
<br />220 1
<br />i
<br />II
<br />1
<br />.los NO. 2043-000
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />SES SHEET S
<br />INDICATES REFERENCE NUMBER
<br />(1)
<br />RECORD OF SURVEY (36 RS 118)
<br />&9
<br />I
<br />�+
<br />RECORD OF SURVEY (13 RS 13)
<br />0
<br />TRACT NO. 2313 (32 M&P 38)
<br />a
<br />m
<br />RECORD OF SURVEY (24 RS 170)
<br />a
<br />!
<br />!
<br />z
<br />215
<br />(8)
<br />INTENTIONALLY OMITTED
<br />0
<br />m
<br />TRACT NO. 3917 (-.Y- M&P C)
<br />Lo
<br />f
<br />w
<br />o ^ '
<br />f N86'04'33'W(R)
<br />o
<br />CD
<br />�-'
<br />N
<br />h
<br />N;v
<br />C R
<br />+i _
<br />I
<br />W
<br />N 89'37' 17"W 132.33'
<br />Of
<br />i0
<br />00CF
<br />h
<br />CN
<br />I
<br />Q
<br />�1
<br />C) v
<br />0 f
<br />6-=3'32'44"
<br />CD
<br />I
<br />L=48.08'
<br />216
<br />ce ^
<br />�1
<br />198
<br />0
<br />8,139 SFt
<br />cy-
<br />7
<br />23.00' 23.00'
<br />12.95'
<br />N8937'17"W 133.82'
<br />10' PUE
<br />I ,
<br />SSE, WLE
<br />142
<br />w
<br />o �
<br />p J
<br />0
<br />217
<br />I
<br />8,163 SFt
<br />.5'X16' PAE
<br />I
<br />0-
<br />7.00'
<br />I
<br />N89'37'1 7"W 133.82'
<br />r -
<br />R O W I
<br />¢I
<br />C14
<br />N
<br />N W p
<br />218
<br />z o z I
<br />_
<br />`D I
<br />8,163 SF±
<br />I
<br />V w I
<br />Q
<br />° w + I
<br />N8937'17"W 133.82'
<br />'y' Cr)
<br />W 1
<br />I Co
<br />219
<br />W
<br />8,612 SFt
<br />23.00' 23.00'
<br />N89'37'17'W(R) 46.00' ;o,,1l�
<br />�'�
<br />—
<br />2 0 it
<br />N89'37'17"W 100.00'
<br />Lo
<br />r_ 203
<br />�o
<br />N
<br />6,100 SFf
<br />N89'37'17"W 100.00'
<br />10' PUE
<br />SSE, WLE-
<br />202
<br />LE
<br />202
<br />6,100 SFt
<br />N89'37'17"W 100.00'
<br />W
<br />_ 201
<br />6,100 SFf
<br />N89'37'17"W 100.00-
<br />SEE SHEET 8
<br />I
<br />0'7
<br />o U-)
<br />h
<br />zo- Lo
<br />w
<br />N]
<br />CN
<br />N
<br />0
<br />0
<br />z
<br />0
<br />I o
<br />w o
<br />Ln
<br />C5 200 I
<br />N 1
<br />`a 6,414 SF±
<br />--`----80.00'----- ---�� G�
<br />N89'37'17"W 193.82'
<br />W 1
<br />0
<br />0
<br />Lo
<br />Lo
<br />qqqwm 5s K
<br />TRACT NO, 40
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TRACY VILLAGE NEIGHBORHOOD 2
<br />CONSISTING OF 12 SHEETS
<br />BEING A SUBDIVISION OF PARCEL K, AS SAID PARCEL K IS SHOWN ON
<br />N TRACT NO. 3917 CL M & P
<br />BEING A PORTION OF SECTION S, T3S, R5E, MDB&M
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON a (925) 856-0322
<br />jcbg] SACRAMENTO ■ (916) 375-1877
<br />WWVV.CBANDG.COM
<br />CIVIL ENGINEERS * SURVEYORS • PLANNERS
<br />SCALE: V= 30' APRIL 2022
<br />J 30' 0' 15' 30' 60' 120'
<br />129 GRAPHIC SCALE
<br />7.00' N8937'1 7"W 102.84' BASIS OF BEARINGS:
<br />0.5'X16' PAE THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
<br />140 MONUMENTS SHOWN HEREON: THE BEARING BEING N85'27'38"W (CALCULATED)
<br />196 BETWEEN THE CITY OF TRACY GPS POINT 9 AND GPS POINT 2056 AS SHOWN ON
<br />7 c' RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />5,654 SF± SHOWN HEREON ARE GROUND DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />_ 10' PUE
<br />SSE, WLE
<br />N89'37'17"W 102.75'
<br />INDICATES REFERENCE NUMBER
<br />(1)
<br />RECORD OF SURVEY (36 RS 118)
<br />(2)
<br />I
<br />�+
<br />RECORD OF SURVEY (13 RS 13)
<br />o
<br />TRACT NO. 2313 (32 M&P 38)
<br />a
<br />m
<br />RECORD OF SURVEY (24 RS 170)
<br />Lo
<br />ori
<br />z
<br />CD
<br />o
<br />u -i
<br />(8)
<br />INTENTIONALLY OMITTED
<br />0
<br />m
<br />TRACT NO. 3917 (-.Y- M&P C)
<br />197
<br />W
<br />w
<br />5,649 SFt
<br />i
<br />o
<br />N
<br />h
<br />N;v
<br />0
<br />Ca
<br />�
<br />W
<br />0
<br />C)
<br />z
<br />N89'37'17"W 102.66'
<br />0
<br />0
<br />Lo
<br />Lo
<br />qqqwm 5s K
<br />TRACT NO, 40
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TRACY VILLAGE NEIGHBORHOOD 2
<br />CONSISTING OF 12 SHEETS
<br />BEING A SUBDIVISION OF PARCEL K, AS SAID PARCEL K IS SHOWN ON
<br />N TRACT NO. 3917 CL M & P
<br />BEING A PORTION OF SECTION S, T3S, R5E, MDB&M
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON a (925) 856-0322
<br />jcbg] SACRAMENTO ■ (916) 375-1877
<br />WWVV.CBANDG.COM
<br />CIVIL ENGINEERS * SURVEYORS • PLANNERS
<br />SCALE: V= 30' APRIL 2022
<br />J 30' 0' 15' 30' 60' 120'
<br />129 GRAPHIC SCALE
<br />7.00' N8937'1 7"W 102.84' BASIS OF BEARINGS:
<br />0.5'X16' PAE THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
<br />140 MONUMENTS SHOWN HEREON: THE BEARING BEING N85'27'38"W (CALCULATED)
<br />196 BETWEEN THE CITY OF TRACY GPS POINT 9 AND GPS POINT 2056 AS SHOWN ON
<br />7 c' RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />5,654 SF± SHOWN HEREON ARE GROUND DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />_ 10' PUE
<br />SSE, WLE
<br />N89'37'17"W 102.75'
<br />INDICATES REFERENCE NUMBER
<br />(1)
<br />RECORD OF SURVEY (36 RS 118)
<br />(2)
<br />PARCEL MAP (4 PM 34)
<br />(3)
<br />RECORD OF SURVEY (13 RS 13)
<br />(4)
<br />TRACT NO. 2313 (32 M&P 38)
<br />a
<br />m
<br />RECORD OF SURVEY (24 RS 170)
<br />(6)
<br />TRACT NO. 2222 (29 M&P 61)
<br />z
<br />TRACT NO. 2322 (30 M&P 66)
<br />(8)
<br />INTENTIONALLY OMITTED
<br />0
<br />m
<br />TRACT NO. 3917 (-.Y- M&P C)
<br />197
<br />o
<br />5,649 SFt
<br />0
<br />o
<br />h
<br />W
<br />N89'37'17"W 102.66'
<br />i0
<br />00CF
<br />h
<br />Q
<br />�1
<br />�1
<br />198
<br />0
<br />5,644 SFf
<br />7
<br />N89'37'1 7"W 102.57'
<br />142
<br />199
<br />ui0
<br />5,639 SFt Lo
<br />I
<br />o N893717" W 102.48
<br />23.00'23.00' N 4 14 3
<br />N89'37'17"W(R) 46.00' 4
<br />t
<br />i
<br />i
<br />N06'01'32"W 1392.77'(M-PL)---�+
<br />w
<br />GPS -20631
<br />FOUND 2.5" BRASS DISK IN
<br />MONUMENT WELL, LS 4876
<br />(38 M&P 82)
<br />LEGEND
<br />O
<br />DN
<br />EVAE
<br />PAE
<br />PUE
<br />SSE
<br />WLE
<br />NC)TF
<br />SUBDIVISION BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE
<br />EASEMENT LINE
<br />CENTERLINE
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT
<br />STANDARD STREET MONUMENT, LS 7960, TO
<br />BE SET PER TRACT 3917
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />DOCUMENT NUMBER
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />PRIVATE ACCESS EASEMENT
<br />PUBLIC UTILITY EASEMENT
<br />SANITARY SEWER EASEMENT
<br />WATER LINE EASEMENT
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />REFERENCES:
<br />(#)
<br />INDICATES REFERENCE NUMBER
<br />(1)
<br />RECORD OF SURVEY (36 RS 118)
<br />(2)
<br />PARCEL MAP (4 PM 34)
<br />(3)
<br />RECORD OF SURVEY (13 RS 13)
<br />(4)
<br />TRACT NO. 2313 (32 M&P 38)
<br />(5)
<br />RECORD OF SURVEY (24 RS 170)
<br />(6)
<br />TRACT NO. 2222 (29 M&P 61)
<br />(7)
<br />TRACT NO. 2322 (30 M&P 66)
<br />(8)
<br />INTENTIONALLY OMITTED
<br />(9)
<br />TRACT NO. 3917 (-.Y- M&P C)
<br />
|