N38°42'37"E 8.
<br />SETBACK LINE FROM
<br />COMBINED PIPELINE
<br />EASEMENTS PER ELLIS
<br />SPECIFIC PLAN
<br />1725-000
<br />�N51'24'58"W 126.34'(M --P1_)
<br />76.64' - - -- N 49.70' 29.00'
<br />76.69'
<br />N N51 -24'58"W C, (M -PL)
<br />z
<br />N5124
<br />------ C12-�+
<br />-5' PUE N85'44'25' E R c 30.
<br />�/ �-
<br />I _-20 48'
<br />rw
<br />TRA/ Cr 3906 (11)
<br />NOTES
<br />I . ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE
<br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR
<br />AND CAP OR NAIL AND TAG.
<br />PA,�-)c El A(")
<br />W
<br />d I
<br />P 7� I' L x(11)
<br />CCu
<br />J
<br />V
<br />r �
<br />RI® GRANDE DRIVE
<br />�
<br />� I
<br />I----- - r --
<br />- __0__ - - -
<br />_-L_�8'14'3+
<br />112'15'30"
<br />�N51'24'58"W 126.34'(M --P1_)
<br />76.64' - - -- N 49.70' 29.00'
<br />76.69'
<br />N N51 -24'58"W C, (M -PL)
<br />z
<br />N5124
<br />------ C12-�+
<br />-5' PUE N85'44'25' E R c 30.
<br />�/ �-
<br />I _-20 48'
<br />rw
<br />TRA/ Cr 3906 (11)
<br />NOTES
<br />I . ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE
<br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR
<br />AND CAP OR NAIL AND TAG.
<br />PA,�-)c El A(")
<br />_ 17.74 - T-1o.Yti
<br />N51°02'23"W - - -24.00' j-24.00' '1 -
<br />�z 151
<br />7,387 SFt 0O
<br />w U
<br />N51'24'58"W 100.97'
<br />152
<br />5,029 SFt
<br />A=0'02'41" L=1.59'
<br />N51'24'58"W 100.21'
<br />N50°35'36"W(R)Y
<br />153
<br />5,002 SF2
<br />6=0'49'22" L=29.06'
<br />N51'24'58"W 100.00'
<br />24.00'
<br />I o
<br />I U U
<br />\
<br />A=3°08'20"
<br />V
<br />N51'24'58"W 139.20'(M -M)
<br />RI® GRANDE DRIVE
<br />46 22 ��
<br />\
<br />I----- - r --
<br />- __0__ - - -
<br />_-L_�8'14'3+
<br />112'15'30"
<br />48.31' io
<br />V t
<br />o1=4
<br />N
<br />00.25,{rj
<br />R=721.00 j-31"48�2��
<br />0'52'03"
<br />Cl N51.2 r' 58"W
<br />90.89'
<br />9' �-
<br />0'52'03.".
<br />0'52'03"'
<br />61.35-300.38' -
<br />- -50.01'
<br />25.00'
<br />25.00'
<br />90'52'03"
<br />89'07'57"
<br />�
<br />6,029 sFt
<br />6,459 SFt
<br />30.42' "ti •' /1.1 1,�,.✓n\
<br />iA,
<br />�
<br />216
<br />5' PUE 4
<br />25.00'
<br />1u".50'
<br />9' I Ls 3°58'25",
<br />N 217
<br />_ 17.74 - T-1o.Yti
<br />N51°02'23"W - - -24.00' j-24.00' '1 -
<br />�z 151
<br />7,387 SFt 0O
<br />w U
<br />N51'24'58"W 100.97'
<br />152
<br />5,029 SFt
<br />A=0'02'41" L=1.59'
<br />N51'24'58"W 100.21'
<br />N50°35'36"W(R)Y
<br />153
<br />5,002 SF2
<br />6=0'49'22" L=29.06'
<br />N51'24'58"W 100.00'
<br />24.00'
<br />I o
<br />I U U
<br />9.5' PUE
<br />\
<br />A=3°08'20"
<br />[_A=3'58'24"
<br />\I
<br />N
<br />25.00'
<br />\
<br />L=39.50'
<br />"w
<br />\1
<br />112'15'30"
<br />_
<br />\
<br />2000.00'
<br />0'52'03"
<br />w
<br />220
<br />mei
<br />0'52'03.".
<br />0'52'03"'
<br />r�30.65'
<br />29.92'
<br />C12
<br />C13
<br />25.00'
<br />25.00'
<br />90'52'03"
<br />89'07'57"
<br />�
<br />6,029 sFt
<br />O
<br />6,459 SFt
<br />N
<br />iA,
<br />�
<br />216
<br />/1
<br />25.00'
<br />43.42'40"
<br />c3_
<br />N 217
<br />8,800 SFt
<br />1 12 23'27°
<br />10.81'
<br />�i
<br />pp
<br />21 Q
<br />05
<br />�
<br />TRACT 3872 (42 M&P 91)
<br />zCO
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />w
<br />�
<br />\I
<br />DOCUMENT NUMBER
<br />PILE
<br />PUBLIC UTILITY EASEMENT
<br />9,431 SFt
<br />ACRES
<br />`I
<br />SQUARE FEET
<br />WLE
<br />\
<br />V
<br />9.5' PUE
<br />1 55.00'_ 50.00'
<br />24.00 1\150'32'55"W 105.00'
<br />� -3.91' 221
<br />24.00' 17.53' 5,302 SFt
<br />IVJI GY JU YY 125. U1'
<br />CD
<br />154Ln
<br />222
<br />h
<br />5,000 SFt j 6,831 SFt
<br />N51°24'58"W TOO.OG' 6-�I
<br />w C19
<br />W
<br />r�
<br />a N61 *32'26"W
<br />21.29'
<br />40.94'
<br />THIS SHEET
<br />160
<br />4 43'
<br />N61'36 28 W
<br />6.72
<br />N73°40'28°3
<br />1.33'
<br />136'28"W 59.12
<br />53.52
<br />162
<br />161 A 5,631 SFi
<br />5,928 SFf
<br />2JJ
<br />163 t9�
<br />IS
<br />5.270 SFf
<br />CURVE TABLE
<br />NO
<br />A=3°08'20"
<br />[_A=3'58'24"
<br />LENGTH
<br />N
<br />25.00'
<br />47'09'23"
<br />L=39.50'
<br />L=50.00'
<br />z
<br />112'15'30"
<br />_
<br />C9
<br />2000.00'
<br />0'52'03"
<br />w
<br />Yc?
<br />219
<br />0'52'03.".
<br />0'52'03"'
<br />r�30.65'
<br />29.92'
<br />C12
<br />C13
<br />25.00'
<br />25.00'
<br />90'52'03"
<br />89'07'57"
<br />�
<br />6,029 sFt
<br />O
<br />f
<br />N
<br />iA,
<br />�
<br />216
<br />/1
<br />25.00'
<br />43.42'40"
<br />c3_
<br />N 217
<br />8,800 SFt
<br />1 12 23'27°
<br />10.81'
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />pp
<br />21 Q
<br />z
<br />TRACT 3872 (42 M&P 91)
<br />zCO
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />w
<br />_ 8,999 SFl
<br />DN
<br />DOCUMENT NUMBER
<br />PILE
<br />PUBLIC UTILITY EASEMENT
<br />9,431 SFt
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />V
<br />P
<br />m
<br />z
<br />`
<br />1 55.00'_ 50.00'
<br />24.00 1\150'32'55"W 105.00'
<br />� -3.91' 221
<br />24.00' 17.53' 5,302 SFt
<br />IVJI GY JU YY 125. U1'
<br />CD
<br />154Ln
<br />222
<br />h
<br />5,000 SFt j 6,831 SFt
<br />N51°24'58"W TOO.OG' 6-�I
<br />w C19
<br />W
<br />r�
<br />a N61 *32'26"W
<br />21.29'
<br />40.94'
<br />THIS SHEET
<br />160
<br />4 43'
<br />N61'36 28 W
<br />6.72
<br />N73°40'28°3
<br />1.33'
<br />136'28"W 59.12
<br />53.52
<br />162
<br />161 A 5,631 SFi
<br />5,928 SFf
<br />2JJ
<br />163 t9�
<br />IS
<br />5.270 SFf
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />25.00'
<br />47'09'23"
<br />20.58'
<br />r C8
<br />25.00'
<br />112'15'30"
<br />48.98'
<br />C9
<br />2000.00'
<br />0'52'03"
<br />30.28'
<br />C10
<br />C11
<br />2024.00'
<br />1976.00'
<br />0'52'03.".
<br />0'52'03"'
<br />r�30.65'
<br />29.92'
<br />C12
<br />C13
<br />25.00'
<br />25.00'
<br />90'52'03"
<br />89'07'57"
<br />39.65'
<br />38.89'
<br />C14
<br />25.00'
<br />41°58'34"
<br />18.32' 1
<br />C15
<br />25.00'
<br />43.42'40"
<br />19.07'
<br />OF T
<br />OF 7
<br />5090'
<br />1 12 23'27°
<br />10.81'
<br />164
<br />5,304 SFt
<br />(M -M)
<br />co w
<br />jv65.1g 3A o� 6,465 SFf y'9 G
<br />w
<br />2
<br />00
<br />o N I� � �-�159
<br />155 CZD
<br />)CN
<br />,.��
<br />r) w 1 wJ o � I '5 6,006 SFf
<br />5,000 SFt
<br />z LLCO
<br />N51'24'58"W 100.00' � � � z,l �o. 158
<br />5' PUE --j �- ��, 5,179 SFi 0�r 20'w 41U� 1441 '�lV
<br />«, 157 Gov
<br />156 8,016 SFfzs
<br />6,421 SFt C17-� 1 24.00' -"' 5' PUE 66p'
<br />N39
<br />24.00°01'31"W "W(R) ------
<br />6
<br />_ %I Nl/�g4 •�
<br />99.6 ' 6'
<br />N58'4620"W ,� x.66.
<br />�� ♦ „ FJ5 N 216
<br />217 6'-
<br />(j, 3 '
<br />'_(j,3' , N61'3`L'26'W
<br />SEE DETAIL B / `��� 1061 OR /1•
<br />\� .�@L� DETAIL A
<br />SHEET 3
<br />NOT TO SCALE
<br />I 1sNi,
<br />10-00
<br />�02_>w
<br />Ij♦
<br />O�j4'D
<br />a� J
<br />43 RI G
<br />TRACT ® 3907
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS GARDENS - PHASE 3
<br />BEING A SUBDIVISION OF PARCEL 3 AS DESCRIBED IN THAT CERTAIN DEED
<br />RECORDED MAY 24, 2017, AS DN. 2017-055417 OFFICIAL RECORDS OF SAN
<br />JOAQUIN COUNTY, AND PARCELS C AND D OF TRACT 3906
<br />LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 LAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAMON, CALIFORNIA
<br />SCALE: V = 40' FEBRUARY 2019
<br />40' 0' 20' 40' 80' 160'
<br />4
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS CPS09 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 />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />o
<br />�
<br />oo.
<br />- - -
<br />MONUMENT LINE
<br />- --
<br />3.27'
<br />C�/)
<br />TIF LINE
<br />/-Z-/-/ Z_/
<br />RESTRICTED ACCESS
<br />l"
<br />U)
<br />REFERENCE NUMBER
<br />\\
<br />Q
<br />V1
<br />\
<br />TOTAL
<br />co w
<br />jv65.1g 3A o� 6,465 SFf y'9 G
<br />w
<br />2
<br />00
<br />o N I� � �-�159
<br />155 CZD
<br />)CN
<br />,.��
<br />r) w 1 wJ o � I '5 6,006 SFf
<br />5,000 SFt
<br />z LLCO
<br />N51'24'58"W 100.00' � � � z,l �o. 158
<br />5' PUE --j �- ��, 5,179 SFi 0�r 20'w 41U� 1441 '�lV
<br />«, 157 Gov
<br />156 8,016 SFfzs
<br />6,421 SFt C17-� 1 24.00' -"' 5' PUE 66p'
<br />N39
<br />24.00°01'31"W "W(R) ------
<br />6
<br />_ %I Nl/�g4 •�
<br />99.6 ' 6'
<br />N58'4620"W ,� x.66.
<br />�� ♦ „ FJ5 N 216
<br />217 6'-
<br />(j, 3 '
<br />'_(j,3' , N61'3`L'26'W
<br />SEE DETAIL B / `��� 1061 OR /1•
<br />\� .�@L� DETAIL A
<br />SHEET 3
<br />NOT TO SCALE
<br />I 1sNi,
<br />10-00
<br />�02_>w
<br />Ij♦
<br />O�j4'D
<br />a� J
<br />43 RI G
<br />TRACT ® 3907
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS GARDENS - PHASE 3
<br />BEING A SUBDIVISION OF PARCEL 3 AS DESCRIBED IN THAT CERTAIN DEED
<br />RECORDED MAY 24, 2017, AS DN. 2017-055417 OFFICIAL RECORDS OF SAN
<br />JOAQUIN COUNTY, AND PARCELS C AND D OF TRACT 3906
<br />LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 LAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAMON, CALIFORNIA
<br />SCALE: V = 40' FEBRUARY 2019
<br />40' 0' 20' 40' 80' 160'
<br />4
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS CPS09 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 />BOUNDARY LINE
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />SHEET 8 OF 8
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />- - - - - - -- - - -
<br />EASEMENT LINE
<br />- - -
<br />MONUMENT LINE
<br />- --
<br />CITY LIMIT LINE
<br />--------------------
<br />TIF LINE
<br />/-Z-/-/ Z_/
<br />RESTRICTED ACCESS
<br />U)
<br />REFERENCE NUMBER
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(F)
<br />TOTAL
<br />(R)
<br />RADIAL
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />0
<br />FOUND STANDARD STREET MONUMENT
<br />0
<br />FOUND MONUMENT AS NOTED
<br />@
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />O
<br />SEF REBAR AND CAP, 1_S 7960
<br />FOUND STANDARD STREET MONUMENT, LS
<br />S'
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />TRACT 3872 (42 M&P 91)
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />o
<br />BE SET PER (11)
<br />DN
<br />DOCUMENT NUMBER
<br />PILE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />SHEET 8 OF 8
<br />
|