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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 />