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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 />