|
NOTES
<br />1. 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 />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />25.00'
<br />90'00'00"
<br />39.27'
<br />C2
<br />25.00'
<br />89'07'57"
<br />38.89'
<br />C3
<br />j 25.00'
<br />j 90'52'03"
<br />39.65'
<br />N51'24'58"W 776.66'(T)
<br />-I+7.75' 7.75'+(-
<br />'-'-' w w
<br />o
<br />o_ a U-) 0-
<br />Lo u cO 0 -U-)00 06
<br />w
<br />(V
<br />0
<br />115 114
<br />M
<br />Z
<br />DETAIL A
<br />NOT TO SCALE
<br />JOB NO. 1725-000
<br />bon
<br />200' HABITABLE SPACE
<br />SETBACK LINE PER (10)
<br />N50'32'55"W 408.29'(M -M)
<br />NEIL JEROME DRIVE
<br />---- --50.00'-�
<br />w
<br />a_
<br />o Ln
<br />N
<br />N
<br />1 1 w 160
<br />i
<br />�o
<br />io
<br />�cd
<br />N50'32'55"W 344.00'(T)
<br />--50.00'----30.00'-<
<br />iN I 5' PUE
<br />00
<br />w159 w 158
<br />� Lo
<br />SEE SHEET 10
<br />- _F_ -
<br />53.00' 53.00'
<br />of
<br />of C6�
<br />C)
<br />c17 Lo C'` - -34.00'- -
<br />`� 00' _ _ 28.00'_
<br />-I I� 5' PUE
<br />157 40w
<br />N50'32'55"W 575.00'(M -M)
<br />N50'32'55"W 469.00'(T)
<br />50.00'-- ---
<br />f -
<br />w
<br />o_
<br />N
<br />0
<br />156 w '155
<br />in
<br />SEE SHEET 19
<br />TRACT N0. 4007
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TOWN & COUNTRY
<br />BEING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />SAN JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />cbg SAN RAMON ■ (925) 866-0322
<br />SACRAMENTO m (916) 375-1877
<br />VWVW.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS m PLANNERS
<br />SCALE: F'= 40' MAY 2021
<br />40' 0' 20' 40' 80' 160'
<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 />T .F.CTF,NI)
<br />0 5,601 SFt
<br />T_
<br />o 5,582 SFf
<br />r-
<br />o 5,984 SFf
<br />r- o
<br />W
<br />x
<br />L
<br />o
<br />6 405 SFt
<br />5,521 SFf o
<br />(123.45')
<br />W
<br />N
<br />p�
<br />N
<br />Cn
<br />(T)
<br />N
<br />m
<br />z
<br />C6
<br />00
<br />(M -M)
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<br />I
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<br />50.00'
<br />1 55.00'I
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<br />,�,
<br />w
<br />o
<br />I
<br />N50'58'27"W
<br />N50'58'27"W
<br />N50'58'30"W 55.00'
<br />N50'58'30"W 55.00'
<br />N50'58'30"W 70.00' I
<br />N
<br />W
<br />o
<br />N
<br />I
<br />59.00'
<br />50.00'
<br />z
<br />rn
<br />ro
<br />z
<br />o
<br />I\
<br />l
<br />rn
<br />137134
<br />138
<br />139
<br />"1 J
<br />Ln
<br />0
<br />5,270 SFf
<br />Lo
<br />^ 5,293 SFf
<br />LnI
<br />6,635 SFt
<br />I
<br />I
<br />5,599 SFt o
<br />rl-
<br />Ln
<br />4,879 SFt
<br />SEE DETAIL C
<br />m
<br />M)
<br />cm ww
<br />n =
<br />I
<br />28.00
<br />28.00
<br />I
<br />m
<br />to
<br />z
<br />SHEET 14
<br />z N50'58 58 W
<br />z
<br />------
<br />------
<br />i
<br />\
<br />1882.36'
<br />Lo
<br />"'
<br />-
<br />5,5.00'-
<br />'55.00'- --'55.00'--
<br />- `45.00'--�
<br />C,'`
<br />��-34.00'-
<br />01
<br />�'j
<br />--50.00'--
<br />---
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<br />N50'32'55"W 595.36'(T)
<br />o
<br />_c);
<br />N50'32'55"W 469.00'(T)
<br />RIO �'
<br />'
<br />_
<br />_GRANDE_D_RIVE
<br />_ _� ;
<br />53 .00'
<br />_
<br />53.00_
<br />_
<br />N50'32'55"W 706.73'(M -M)
<br />CD
<br />39N '27'05'E
<br />off- N50'32'55"W 575.00'(M -M)
<br />--------N50'32'55"W
<br />943.05'(T)--------°
<br />i-115.43'(M-M)
<br />-� -
<br />CD--
<br />--
<br />-
<br />-C)�----N50'3255W 777.98'(T)-
<br />� �
<br />��
<br />o
<br />,�
<br />------------------
<br />---
<br />---I�---�'
<br />�'
<br />--------------
<br />--
<br />N
<br />9A
<br />---N
<br />-28.00'-
<br />----------_-----
<br />--
<br />---
<br />^
<br />po
<br />N
<br />N
<br />o
<br />C
<br />-
<br />WLE
<br />-
<br />9 l�
<br />--
<br />�;
<br />------
<br />�
<br />---
<br />N
<br />;N
<br />-PARCEL
<br />WLE
<br />- - - - --
<br />2.04 ACf
<br />z
<br />_28.00'_
<br />rn
<br />z
<br />1.33 ACt 8
<br />o
<br />�
<br />o N51'24'58"W 778.29'(T)
<br />N51'24'58"W 1000.29'(T)
<br />o
<br />RIO GRANDE DRIVE
<br />52.34'
<br />-
<br />0
<br />53.67' _
<br />i N51'24'58"W 248.00'(M -M)
<br />_
<br />N51'24'58"W 887.72'(M -M)
<br />_
<br />776.66' 0
<br />53 00'
<br />53.00'
<br />c)
<br />SEE DETAIL A
<br />N51'24'58"W 776.66'(T)
<br />N i
<br />o
<br />N i
<br />N51'24'58"W 142.00'(T)
<br />-
<br />-----
<br />50.00'--L
<br />�-50.00'--
<br />- 43.33'--�
<br />0,7
<br />\\
<br />o
<br />c
<br />--71.00'.---
<br />o
<br />'
<br />- - - -
<br />\
<br />/
<br />2081.54
<br />w
<br />/�
<br />:D _ oO
<br />»
<br />N50'58 58 W
<br />�
<br />I
<br />---
<br />28.00'
<br />� -----
<br />28.00'
<br />0-
<br />10 44
<br />/�
<br />00
<br />OR
<br />Lq
<br />10 5' PUE
<br />N
<br />I
<br />1
<br />I
<br />o
<br />N
<br />6,394 SFt o
<br />�
<br />co
<br />�
<br />00
<br />I
<br />o
<br />r
<br />11�
<br />w 115
<br />w 114
<br />w 113
<br />I
<br />W
<br />--
<br />00
<br />Z
<br />N
<br />5,786 SFf
<br />N
<br />5 871 SFt
<br />'
<br />N
<br />o 7,697 SFt
<br />-
<br />cn
<br />R
<br />o
<br />I
<br />N51'24'58"W 96.00'
<br />M
<br />00
<br />M
<br />00
<br />00
<br />H
<br />W
<br />I I-
<br />w
<br />O
<br />z
<br />z
<br />z
<br />I
<br />rn
<br />l rn
<br />o
<br />f
<br />"'
<br />/�
<br />m
<br />w
<br />ro
<br />45 w
<br />S '
<br />W
<br />N
<br />o
<br />0o
<br />z
<br />L
<br />p
<br />5,280 SFt Lo
<br />50.03'
<br />50.03'
<br />N57'3117 "W 68.72'
<br />o
<br />o
<br />I------ 5' PUE o
<br />N49'28'42"W N49'28'42"W
<br />00
<br />1z
<br />N51 *24'58"W 96.00' Z
<br />1 1 11
<br />"1
<br />I
<br />z
<br />F-+
<br />1
<br />22.89'
<br />Z. � 1
<br />'109
<br />1 1 0
<br />I
<br />_28.00
<br />0
<br />�
<br />i�
<br />SEE SHEET 19
<br />TRACT N0. 4007
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TOWN & COUNTRY
<br />BEING A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP
<br />RECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145,
<br />SAN JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />cbg SAN RAMON ■ (925) 866-0322
<br />SACRAMENTO m (916) 375-1877
<br />VWVW.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS m PLANNERS
<br />SCALE: F'= 40' MAY 2021
<br />40' 0' 20' 40' 80' 160'
<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 />T .F.CTF,NI)
<br />to
<br />DN
<br />PUE
<br />AC
<br />SF
<br />WLE
<br />EVAE
<br />0
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />EASEMENT LINE
<br />MONUMENT LINE
<br />CITY LIMIT LINE
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />REFERENCE NUMBER
<br />RECORD DATA AS NOTED
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT, AS NOTED
<br />FOUND MONUMENT, AS NOTED
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />SET REBAR AND CAP, LS 7960
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />DOCUMENT NUMBER
<br />PUBLIC UTILITY EASEMENT
<br />ACRES
<br />SQUARE FEET
<br />WATER LINE EASEMENT
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />SHEET 2
<br />SHEET 15 OF 21
<br />L+3,o lbq N
<br />[�
<br />--------------------
<br />x
<br />U)
<br />(123.45')
<br />W
<br />(T)
<br />(R)
<br />(M -M)
<br />(M -PL)
<br />O
<br />•
<br />O
<br />O
<br />to
<br />DN
<br />PUE
<br />AC
<br />SF
<br />WLE
<br />EVAE
<br />0
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />EASEMENT LINE
<br />MONUMENT LINE
<br />CITY LIMIT LINE
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />REFERENCE NUMBER
<br />RECORD DATA AS NOTED
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT, AS NOTED
<br />FOUND MONUMENT, AS NOTED
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />SET REBAR AND CAP, LS 7960
<br />STANDARD STREET MONUMENT, LS 7960 SET PER
<br />TRACT 3877, 3906 & 3907
<br />DOCUMENT NUMBER
<br />PUBLIC UTILITY EASEMENT
<br />ACRES
<br />SQUARE FEET
<br />WATER LINE EASEMENT
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EASEMENT NUMBER, SEE EASEMENT NOTES ON
<br />SHEET 2
<br />SHEET 15 OF 21
<br />L+3,o lbq N
<br />
|