|
1' ACCESS
<br />RESERVE STRIP
<br />1' ACCESS
<br />RESERVE STRIP
<br />1725-000
<br />N5032'55"W 100.00'
<br />l
<br />9.5 PUE--
<br />0
<br />147
<br />o
<br />7,000 SFT
<br />ci
<br />h
<br />I
<br />I
<br />i
<br />SEE SHEET 9
<br />I
<br />I
<br />j N50'32'55"W 100.00' �=
<br />N CJ
<br />148 w
<br />7,000 SFT
<br />0
<br />I z
<br />N50'32'55"W 100.00' I
<br />5' PUE--1
<br />149
<br />7,000 SF±
<br />O
<br />h
<br />I
<br />I
<br />N50'32'55"W 100.00' 1
<br />13 2
<br />100
<br />� 1 0
<br />1-5 PUE o
<br />0
<br />h
<br />0 129CD
<br />!�
<br />7,000 SFT
<br />CV
<br />I o�
<br />z
<br />-? N50'32'55"W 100.00'
<br />1
<br />-n
<br />7
<br />N50'32'55"W 100.00'
<br />r 28.00'
<br />N50°32'55"W
<br />CD z
<br />150
<br />N39'27'05'E
<br />9.37'
<br />1
<br />'��< 41
<br />10.91
<br />C39
<br />25.00'
<br />90°52'03"
<br />39.65'
<br />128
<br />-
<br />25.40'
<br />8,385 SFT
<br />o
<br />131
<br />I
<br />47'09'23"
<br />w
<br />_ ii -
<br />- 75.00'- -
<br />---------
<br />v\\ \\ \--� ��
<br />���-.
<br />W
<br />N50'32'55"W 74.90'
<br />aC:�
<br />SET REBAR AND CAP, LS 7960
<br />7,000 SFT
<br />o
<br />I�rrl1
<br />hii
<br />Go
<br />h
<br />�
<br />N
<br />CTS
<br />o
<br />1
<br />z
<br />- 74.62'
<br />W
<br />�
<br />53.00'
<br />N50'32'55"W 100.00'
<br />z
<br /><'
<br />N51'02'23"'W---
<br />- --T-
<br />N50'32'55"Wo
<br />127.62'(M -PL)
<br />�2-
<br />1 '1
<br />-
<br />-
<br />- --- ----
<br />RICA GRANDE DRIVE
<br />-
<br />�` 19.00'
<br />1
<br />U
<br />d
<br />1
<br />h
<br />_ ,
<br />�-
<br />w Ca
<br />130
<br />N50'32'55"W 225.82'
<br />-N5032'55"W 74.38'--
<br />7,000 SFt
<br />0
<br />`
<br />in
<br />c°hv
<br />/
<br />v
<br />rj}r
<br />M
<br />I
<br />z
<br />N50'32'55"W 100.00'
<br />a
<br />z
<br />� 1 0
<br />1-5 PUE o
<br />0
<br />h
<br />0 129CD
<br />!�
<br />7,000 SFT
<br />CV
<br />I o�
<br />z
<br />-? N50'32'55"W 100.00'
<br />1
<br />126
<br />SETBACK LINE FROM
<br />COMBINED PIPELINE
<br />EASEMENTS PER ELLIS
<br />SPECIFIC PLAN
<br />f,1
<br />r
<br />21.42'
<br />-n
<br />7
<br />28.00'
<br />r 28.00'
<br />N50°32'55"W
<br />CD z
<br />150
<br />N39'27'05'E
<br />9.37'
<br />1
<br />039°27'05"E
<br />10.91
<br />C39
<br />25.00'
<br />90°52'03"
<br />39.65'
<br />128
<br />-
<br />25.40'
<br />8,385 SFT
<br />o
<br />0411
<br />I
<br />47'09'23"
<br />w
<br />_ ii -
<br />- 75.00'- -
<br />---------
<br />v\\ \\ \--� ��
<br />���-.
<br />FOUND MONUMENT AS NOTED
<br />N50'32'55"W 74.90'
<br />8,519 SF± rN
<br />SET REBAR AND CAP, LS 7960
<br />N50'32'55"W 155.00'
<br />Go
<br />"--21.00'
<br />o
<br />- 74.62'
<br />w
<br />53.00'
<br />z
<br /><'
<br />N51'02'23"'W---
<br />- --T-
<br />N50'32'55"Wo
<br />127.62'(M -PL)
<br />�2-
<br />1 '1
<br />-
<br />-
<br />- --- ----
<br />RICA GRANDE DRIVE
<br />-
<br />�` 19.00'
<br />1
<br />126
<br />SETBACK LINE FROM
<br />COMBINED PIPELINE
<br />EASEMENTS PER ELLIS
<br />SPECIFIC PLAN
<br />f,1
<br />r
<br />21.42'
<br />-n
<br />7
<br />28.00'
<br />r 28.00'
<br />N50°32'55"W
<br />17.82'
<br />ITT
<br />N39'27'05'E
<br />9.37'
<br />8_00'
<br />039°27'05"E
<br />10.91
<br />C39
<br />25.00'
<br />90°52'03"
<br />39.65'
<br />--
<br />C40
<br />-
<br />25.40'
<br />89°07'57"
<br />38.89'
<br />0411
<br />o
<br />47'09'23"
<br />20.58'
<br />_ ii -
<br />- 75.00'- -
<br />---------
<br />v\\ \\ \--� ��
<br />���-.
<br />FOUND MONUMENT AS NOTED
<br />N50'32'55"W 74.90'
<br />} c
<br />SET REBAR AND CAP, LS 7960
<br />N50'32'55"W 155.00'
<br />o
<br />"--21.00'
<br />o
<br />- 74.62'
<br />w
<br />53.00'
<br />53.00'
<br /><'
<br />N50'32'55"W 261.00'(M -M)
<br />- --T-
<br />N50'32'55"Wo
<br />127.62'(M -PL)
<br />�2-
<br />1 '1
<br />-
<br />- --- ----
<br />RICA GRANDE DRIVE
<br />-
<br />�` 19.00'
<br />1
<br />-
<br />�-
<br />- - - -- -
<br />N50'32'55"W 225.82'
<br />-N5032'55"W 74.38'--
<br />c°hv
<br />/
<br />v
<br />rj}r
<br />PARCEL A W' E
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />%l0TR q
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT LINE CORNERS ARE TO BE REFERENCED WITH A NAIL AND
<br />TAG 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 />-INE TABLE
<br />NO
<br />r BEARING
<br />LENGTH
<br />L15
<br />N50°32'55"W
<br />17.82'
<br />ITT
<br />N39'27'05'E
<br />9.37'
<br />L18
<br />039°27'05"E
<br />10.91
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C13
<br />25.00'
<br />90'00'00"
<br />39.27'
<br />C30
<br />5.00'
<br />167'20'19"
<br />14.60'
<br />C39
<br />25.00'
<br />90°52'03"
<br />39.65'
<br />--
<br />C40
<br />-
<br />25.40'
<br />89°07'57"
<br />38.89'
<br />0411
<br />2-5_00'
<br />47'09'23"
<br />20.58'
<br />W
<br />W
<br />�i
<br />� T
<br />w z SEE SHEET 10
<br />o
<br />1 Z O it 1041
<br />53.00' L15 R=610.00' 4=26'40'12
<br />n
<br />--
<br />R=629.00' A=12'0 '53 ".18'c(R1
<br />i
<br />?U!
<br />- - -- - -------------- - 3 •-- lMM1
<br />_
<br />PARCEL --- -- --- --
<br />- z-28.OG'------ 7,085 SFf I----- --- --- -- �/2
<br />WILE------------------ -- --- ----- -- q6I�= --- - --
<br />15' PIPELINE AND
<br />5,808 SfT L18- 28.00' 1 -L17 15' PIPELINE EASEMENT EASEMENT IN FAVOR TELEGRAPH
<br />OFRSTANDARD - - - - - - - t,2a4I 3 �^
<br />o �I la n IN FAVOR OF PG&E OIL COMPANY PER 951 OR 1
<br />N51'24'58"W 73.96' �, �9 PER 302 OR 443 + R_681_00' - =
<br />OU
<br />--19.00'- - - - - - - - `*o N51'24'58"W 85.53' p_23°55_311 9230__ 2c' -4U
<br />A8
<br />_74.00'_ _ 52.34' 53.61 50' "AGREEMENT MODIFYING
<br />N51'24'58°W 126.34'(M -PL)' o 49.70' 48.31' -_ o N51'24'58"W 139.20'(M-M)"o RAN>� �R��'� R !?}�0 2 FARMSENNC BETWEEN
<br />PG&E PER
<br />-21.00' 1 o
<br />N51'24'58"W 76.69' ! c'
<br />--8.00' 95.04' c7j 61.35'
<br />PARCEL C
<br />715 SFT
<br />lu� v V�4� 12 92-047894
<br />N51 24'58' W 90.89'
<br />N51'24'58"W 274.
<br />PARCEL D
<br />4,887 SFT
<br />PARCEL
<br />ACL
<br />DN 2017-0584117
<br />RECONSTRUCTION EASEMENT
<br />IN FAVOR OF PG&E PER 302
<br />OR 443
<br />T: . 3906
<br />SUBDIVISFONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELI�,IS GAR_ NS - PHASE 2
<br />BEING A SUBDIVISION OF PARCEL 2 AS DESCRIBED IN THAT CERTAIN DEED
<br />RECORDED MAY 24, 2017, AS DOCUMENT NO. 2017-058417, OFFICIAL RECORDS OF
<br />SAN JOAQUIN COUNTY, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TIDY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAMON, CALIFORNIA
<br />SCALE: I" - 40' FEBRUARY 2019
<br />40' 0' 20' 40' 80' 160'
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THF LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />1RACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br />TRACT' MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULTANTS CROUP, 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 11 OF 11
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />- - - - - - - - - -
<br />EASEMENT LINE
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />MONUMENT LINE
<br />®� -- -m-----•--
<br />CITY LIMIT LINE
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />TIE LINE
<br />z i/ i// i/ i/ i
<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 PROPERTYLINE
<br />®
<br />FOUND STANDARD STREET MONUMENT
<br />FOUND MONUMENT AS NOTED
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />n
<br />SET REBAR AND CAP, LS 7960
<br />SHEET 11 OF 11
<br />FOUND STANDARD STREET MONUMENT, LS
<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 />BE SET PER (11)
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILFIY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />SHEET 11 OF 11
<br />
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