|
NOTES
<br />SEE SHEET 6
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />25.00'
<br />90'00'00"
<br />39.27'
<br />8.15'
<br />L3
<br />N26'26'47"W
<br />8.15'
<br />L4
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />44.56'
<br />L5
<br />N39'27'05"E
<br />81.67'
<br />L6
<br />N39'27'05"E
<br />81.67'
<br />o
<br />o 5 PUE -
<br />0*32'55"W 410.78'(T)
<br />w
<br />1
<br />�
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />30 8
<br />270 J
<br />2JJ
<br />2 J
<br />212
<br />J-
<br />267
<br />210
<br />2JJ
<br />265
<br />2Jf
<br />W
<br />w
<br />3. ALL FRONT CORNERS ARE TO BE REFERENCED NTH A NAIL AND TAG
<br />w
<br />W
<br />W
<br />E
<br />w
<br />o 0
<br />5,130 SFt
<br />5,130 SFf
<br />5,130 SFf
<br />5,130 SFf
<br />5,130 SFf
<br />5,566 SFt
<br />SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE
<br />i
<br />fV
<br />i
<br />;"
<br />�
<br />CV
<br />i
<br />CV
<br />i
<br />CV
<br />i
<br />CV
<br />i
<br />(V
<br />180
<br />z
<br />z w
<br />z
<br />z
<br />z
<br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR
<br />- - -
<br />- - - - -
<br />- - - -
<br />- - - - - -
<br />-
<br />- - - -
<br />-
<br />- - - -
<br />- - - - -
<br />4,500 SFt o 4,500 SFf
<br />4,500
<br />o
<br />SFt o
<br />4,500 SFt
<br />AND CAP OR NAIL AND TAG.
<br />SEE
<br />_
<br />N fV
<br />N
<br />LANE 2
<br />11,590 SFt
<br />SEE
<br />DETAIL B
<br />o
<br />z z
<br />z
<br />DETAIL B
<br />\
<br />N50'32'55"W 406.71'(T)
<br />NOT TO SCALE
<br />0 184
<br />"'
<br />N
<br />o
<br />-t\7\7-- 45.00-
<br />-\,7
<br />- -45.00' -
<br />n �
<br />N50'32'55"W 344.00'(T)
<br />Ln
<br />o
<br />Lo
<br />4,500 SFt o
<br />O
<br />REFERENCES:
<br />- -
<br />- -45.00'
<br />45.00' -
<br />- - 45.00' -
<br />- - -
<br />45.00' -
<br />- -
<br />- 45.00' �
<br />_7 45.00' -
<br />- -
<br />- 50.00'-
<br />-
<br />rn
<br />SEE SHEET 3 FOR REFERENCES
<br />45.00'- 45.00'
<br />- - - - � 9.75' 9.75' r - - - �
<br />uj
<br />I
<br />w
<br />o
<br />N50'32'55"W 355.29'(T)
<br />w w
<br />- - - - --- - - - -
<br />- - - - -
<br />- -
<br />O
<br />CD o
<br />O
<br />O
<br />� w �
<br />in
<br />0 0
<br />O
<br />O
<br />O
<br />It
<br />w
<br />I�
<br />Cn
<br />CD
<br />l �41 163
<br />o
<br />0
<br />CD
<br />0
<br />1 ��
<br />CD
<br />211 Z 210
<br />0
<br />u')
<br />238
<br />6
<br />Z
<br />231
<br />W 232
<br />233
<br />w 234
<br />w
<br />235
<br />236
<br />237
<br />NOT TO SCALE
<br />SEE SHEET
<br />14
<br />un
<br />0 4,725 SFf
<br />w
<br />Ln
<br />o 4,725 SFt
<br />�n
<br />o 4,725 SFt
<br />in
<br />o 4,725
<br />SFt
<br />w
<br />Ln
<br />o
<br />4,725 SFt
<br />,,
<br />in
<br />o 4,725 SFf
<br />w
<br />�n
<br />o
<br />5,116 SFt
<br />1
<br />CVCV
<br />CV
<br />N
<br />CV
<br />CV
<br />CV
<br />5' PUE -i-I
<br />Cr
<br />Cr
<br />0)
<br />Cr
<br />m
<br />I
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />25.00'
<br />90'00'00"
<br />39.27'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N50'32'55"W
<br />37.56'
<br />L2
<br />N74'39'03"W
<br />8.15'
<br />L3
<br />N26'26'47"W
<br />8.15'
<br />L4
<br />N50'32'55"W
<br />44.56'
<br />L5
<br />N39'27'05"E
<br />81.67'
<br />L6
<br />N39'27'05"E
<br />81.67'
<br />0
<br />0
<br />t;
<br />0
<br />w
<br />in
<br />O
<br />�C)
<br />�-' CV
<br />O N
<br />r
<br />w 1
<br />o
<br />(V
<br />I
<br />a) O
<br />�o
<br />Zo
<br />00
<br />28.00' 1 28.00'
<br />Ln
<br />- - -- -45.00'- -- -45.00'- - - -45.00'- - -X45.00'- - - 45. 00'-
<br />N50'32'55"W 335.35'(T)
<br />ELLIS TOWN DRIVE
<br />- N50'32'55"W 388.35'(M -M)
<br />SEE DETAIL A _
<br />\ N50'32'55"W 335.35'(T)
<br />- - - - -45.00' - -45.00\ �- 45.00' - - 45.00'- - -'45.00'
<br />-45.00'-,\+,25.00' \ �(�'
<br />Li
<br />- - - - -
<br />- - -
<br />EING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />LANE 1
<br />w
<br />ZD
<br />- -
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />D-
<br />- - - - -45.00'- -
<br />- -45.00'-
<br />- -45.00'- - - -45.00'-
<br />-
<br />- -45.00'- - f-
<br />-45.00'-
<br />-
<br />N50'32'55"W
<br />D
<br />0
<br />0
<br />0
<br />0 `o
<br />o
<br />o 5 PUE -
<br />0*32'55"W 410.78'(T)
<br />w
<br />�
<br />�
<br />�
<br />�
<br />�
<br />�
<br />w 213
<br />212
<br />w 211
<br />210
<br />209
<br />208w
<br />207
<br />206
<br />W
<br />w
<br />40' 0' 20' 40' 80' 160'
<br />w
<br />W
<br />W
<br />do o
<br />w
<br />o 0
<br />5,130 SFt
<br />5,130 SFt
<br />5,130 SFf
<br />5,130 SFf
<br />5,130 SFf
<br />5,130 SFf
<br />5,566 SFt
<br />0 0
<br />i
<br />fV
<br />i
<br />;"
<br />�
<br />CV
<br />i
<br />CV
<br />i
<br />CV
<br />i
<br />CV
<br />i
<br />(V
<br />180
<br />z
<br />z w
<br />z
<br />z
<br />z
<br />z
<br />z
<br />Tw
<br />V 1
<br />w
<br />�
<br />o_
<br />Nol
<br />_
<br />W
<br />z
<br />o
<br />4,500 SFt o
<br />4,500 SFt
<br />Li
<br />- - - - -
<br />- - -
<br />EING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />LANE 1
<br />11,418 SFf
<br />- -
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />D-
<br />- - - - -45.00'- -
<br />- -45.00'-
<br />- -45.00'- - - -45.00'-
<br />-
<br />- -45.00'- - f-
<br />-45.00'-
<br />-
<br />N50'32'55"W
<br />SEE
<br />DETAIL B -
<br />\
<br />N50'32'55"W 410.78'(T)
<br />LANE 410,014 SFt _--
<br />SEE
<br />DETAIL B
<br />AN
<br />SAN RAMON (925) 866-0322
<br />oDETAIL
<br />0*32'55"W 410.78'(T)
<br />w
<br />SACRAMENTO ■ (916) 375-1877
<br />Cbg
<br />�
<br />ow
<br />�
<br />ow
<br />'17.757.75I
<br />-j-- --45.00"-L
<br />-F-45.00'j---45.00'----45.00'----45.00'
<br />240
<br />zI 1
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />X45.00'---
<br />4,725 SFt o
<br />uj
<br />w �_
<br />w
<br />I I
<br />W
<br />40' 0' 20' 40' 80' 160'
<br />z
<br />z
<br />�-) w
<br />do o
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />o 0
<br />0
<br />0
<br />-57.00'----45.00'---1-
<br />0
<br />od �n o6o
<br />0
<br />(�
<br />0 0
<br />0
<br />0
<br />C14"'
<br />o
<br />CD
<br />N
<br />1 1 W 177
<br />178179
<br />180
<br />157
<br />181 4,
<br />182
<br />w
<br />156 1JJ
<br />w
<br />4,
<br />w
<br />Nol
<br />_
<br />W
<br />z
<br />o
<br />4,500 SFt o
<br />4,500 SFt
<br />4,500 SFt o 4,500 SFf
<br />4,500
<br />o
<br />SFt o
<br />4,500 SFt
<br />o
<br />CV CV
<br />SEE SHEET 15
<br />N fV
<br />N
<br />CV
<br />CV
<br />DETAIL B
<br />z z
<br />z z
<br />z
<br />a_ z
<br />z
<br />NOT TO SCALE
<br />0 184
<br />"'
<br />J ��
<br />-t\7\7-- 45.00-
<br />-\,7
<br />- -45.00' -
<br />n �
<br />N50'32'55"W 344.00'(T)
<br />Ln
<br />o
<br />Lo
<br />4,500 SFt o
<br />NEIL JEROME DRIVE
<br />CV
<br />rl-
<br />(V
<br />Lo
<br />N50'32'55"W 335.35'(T)
<br />-
<br />N50'32'55"W 397.00'(M -M)
<br />-
<br />-
<br />- -
<br />45.00'- 45.00'
<br />- - - - � 9.75' 9.75' r - - - �
<br />N50'32'55"W 355.29'(T)
<br />w w
<br />- - - - --- - - - -
<br />- - - - -
<br />- -
<br />� w �
<br />in
<br />0 0
<br />It
<br />w
<br />CD
<br />l �41 163
<br />162
<br />161
<br />160
<br />1 ��
<br />211 Z 210
<br />DETAIL A
<br />NOT TO SCALE
<br />SEE SHEET
<br />14
<br />JOB NO. 1725-000
<br />X43-IbQI
<br />TRACT N0. 4007
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />263 262 261 TOWN & COUNTRY
<br />- - -
<br />- - - - -
<br />- - -
<br />EING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />LANE 1
<br />11,418 SFf
<br />- -
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />N50'32'55"W 519.00'(T)'--
<br />TIE LINE
<br />SAN JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />-50.00' - -
<br />- - 45.00'
<br />r
<br />- RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />203
<br />G
<br />o��-3�2.00'i
<br />jj
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />CD 0 6,364 SFf
<br />SEE
<br />M
<br />SAN RAMON (925) 866-0322
<br />oDETAIL
<br />B o
<br />w
<br />SACRAMENTO ■ (916) 375-1877
<br />Cbg
<br />�
<br />ow
<br />�
<br />ow
<br />M
<br />Z
<br />WWW.CBANDG.COM
<br />239
<br />240
<br />zI 1
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />5,116 SFf o
<br />4,725 SFt o
<br />DOCUMENT NUMBER
<br />SCALE: V= 40' MAY 2021
<br />- 5' PUE �
<br />I I
<br />W
<br />40' 0' 20' 40' 80' 160'
<br />z
<br />z
<br />�'
<br />N
<br />N50'32'55"W 469.00'(T)
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />CD
<br />a_
<br />O
<br />-57.00'----45.00'---1-
<br />�n
<br />I o .00' j/-45.00'�/�
<br />25
<br />CD I N50'32'55"W 469.00'(T)
<br />I
<br />o�
<br />M1
<br />i
<br />N50'32'55"W 575.00'(M -M)
<br />53.00' ° 53.00'
<br />i
<br />01
<br />I of
<br />0
<br />MI
<br />I C) N50'32'55"W 469.00'(T)
<br />06
<br />32.00'- -45.00'- - - -
<br />�I _28_00' - _ 28.00'_
<br />1
<br />_I I �U-)0 0
<br />Ln
<br />J
<br />I o
<br />0
<br />50.00' L1 �-
<br />W
<br />o ")
<br />0 0
<br />CV -r-
<br />C%4
<br />- - -50.00'7 z
<br />w I
<br />183
<br />4,866 SFf 1
<br />5' PUE - - \
<br />1
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />z z
<br />I-� 5' PUE
<br />_28_00'_ _28.00'_
<br />MONUMENT LINE
<br />- -
<br />CITY LIMIT LINE
<br />\
<br />TIE LINE
<br />Lo
<br />205
<br />(#)
<br />204 w
<br />(123.45')
<br />203
<br />G
<br />o��-3�2.00'i
<br />TOTAL
<br />- 45.00'- -
<br />ILI
<br />CD 0 6,364 SFf
<br />o
<br />;�
<br />5,130 SFt N
<br />N50'32'55"W 469.00'(T)
<br />I O
<br />O
<br />w
<br />•
<br />Cn
<br />00
<br />\I
<br />M
<br />Z
<br />M
<br />Z
<br />N50'32'55"W 575.00'(M -M)
<br />w
<br />I
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />53.00' 53.00'
<br />DOCUMENT NUMBER
<br />PUE
<br />D-
<br />I I
<br />W
<br />o1
<br />°��°
<br />L4
<br />oD
<br />�'
<br />N
<br />N50'32'55"W 469.00'(T)
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />CD
<br />'�
<br />O
<br />-57.00'----45.00'---1-
<br />(�
<br />LANE 3
<br />N50'32'55"W 519.00'(T)
<br />W
<br />C14"'
<br />o
<br />Lo (
<br />w
<br />N
<br />cn
<br />CV 11,418 SFf
<br />N50'32'55"W
<br />157
<br />CD, -a
<br />F+1
<br />156 1JJ
<br />57.00'-----45.00'
<br />Nol
<br />_
<br />W
<br />L0
<br />Z C" I
<br />SEE SHEET 15
<br />5 PUE
<br />o
<br />SEE
<br />DETAIL B o
<br />0
<br />0
<br />0 184
<br />185
<br />J ��
<br />1
<br />I
<br />I 5,566 SFt
<br />Ln
<br />o
<br />Lo
<br />4,500 SFt o
<br />CV
<br />rl-
<br />(V
<br />I
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />z z
<br />- EASEMENT LINE
<br />_28_00'_ _28.00'_
<br />MONUMENT LINE
<br />- -
<br />CITY LIMIT LINE
<br />\
<br />TIE LINE
<br />Lo
<br />RESTRICTED ACCESS
<br />(#)
<br />REFERENCE NUMBER
<br />(123.45')
<br />25.00'-
<br />G
<br />o��-3�2.00'i
<br />TOTAL
<br />- 45.00'- -
<br />ILI
<br />o
<br />I Lo
<br />i
<br />N50'32'55"W 469.00'(T)
<br />I O
<br />O
<br />o
<br />01
<br />•
<br />I00
<br />O
<br />col
<br />N i
<br />N50'32'55"W 575.00'(M -M)
<br />SET REBAR AND CAP, LS 7960
<br />- °
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />53.00' 53.00'
<br />DOCUMENT NUMBER
<br />PUE
<br />I p
<br />AC
<br />I
<br />of
<br />SF
<br />to
<br />00
<br />oD
<br />�'
<br />N
<br />N50'32'55"W 469.00'(T)
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />O
<br />SHEET 2
<br />7]
<br />\I 28.00'- 28_00' i
<br />�
<br />_ _
<br />a-
<br />W
<br />�� I
<br />157
<br />CD, -a
<br />156 1JJ
<br />Nol
<br />L0
<br />Z C" I
<br />SEE SHEET 15
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />DISTANCES.
<br />LEGEND
<br />BOUNDARY LINE
<br />SHEET 10 OF 21
<br />43- lbl Too
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />- - - - - - - - -
<br />- EASEMENT LINE
<br />MONUMENT LINE
<br />- -
<br />CITY LIMIT LINE
<br />--------------------
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />(#)
<br />REFERENCE NUMBER
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />(R)
<br />RADIAL
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />O
<br />FOUND STANDARD STREET MONUMENT, AS NOTED
<br />•
<br />FOUND MONUMENT, AS NOTED
<br />O
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />O
<br />SET REBAR AND CAP, LS 7960
<br />°
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />EVAE
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />O
<br />SHEET 2
<br />SHEET 10 OF 21
<br />43- lbl Too
<br />
|