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MATCHLINE SEE SHEET 3 <br />-.-.-~r.-.-.-. <br />•l. <br />N0. 7O115A ~ 1 ~ S7'46'S9"E <br />CENTERLINE-STRIP ONE ~ ~ , - 160.56' <br />LINE B-2-1 OUTFACE - <br />STRUCTURE ACCESS <br />ROADWAY EASEMENT ~I I I <br />R=75.00' II II <br />D=65'50'01'", / I <br />0 100 20o PARCEL A L=ss.1a' <br />TRACT 7255 ~y~ ' <br />259 M 64 ~ <br />Scale 1" = 100 ft /Y <br />/~ <br />S73'19'14"yy ~ / 15.0' <br />76.83' ~~ i// ~~ \ (TYPICAL) <br />`~ ~// `~ 162.57' <br />~~-~ ~ S58'03'02"W <br />26.94'---_, ~ ~ ~ SEE DETAIL <br />53'44' 16"E <br />r I I-; PT 'B' <br />QI ~~ : L4 L11 ~ ~'~~ L1 <br />NO. 7O115A LS <br />STRIP THREE ~~' '1rn 40.0 (T) r <br />LINE B-2-1 OUTFACE ~ ;I IN <br />~, STRUCTURE ACCESS ~l ' ~ O ~ I <br />`~ ROADWAY EASEMENT I <br />~ /~~ <br />'~ ~' R=213.00' ~ <br />~~ R=242.00' D=75'56'38" <br />v D=48'16'34"-_, '-- L=282.33' LINE TABLE <br />m L=203.90' ~\~ LINE// BEARING DISTANCE <br />m ~~ L1 N86'15'44"E 20.00' <br />2~ ~/ L2 503'44'16"E 20.58' <br />~ ~~. /~ L3 S21'10'14"E 27.79' <br />~'o, ~ L4 S62'4T16"E 14.14' <br />cO `~ ~ _- L5 N71'40'22"E 24.92' <br />- L6 574'40'25"E 26.16' <br />U <br />3 l7 L7 583'53'16"W 29.12' <br />Q /~ L8 N16'08'07"E 37.61' <br />LINE B-2-1 ~ L9 N40'31'33"E 14.95' <br />OUTFACE <br />~ ~ r STRUCTURE L10 N03'44'16"W 49.46' <br />`~ EASEMENT AREA i ~ Lll N86'15'44"E 20.00' <br />~ / <br />N <br />Q ~ ~~~~ ZI1ME ZONE 7 <br />i ~ ALAMEDA COUNTY FLOOD CONTROL <br />~ LEGEND: AND <br />- - -EASEMENT CENTERLINE WATER CONSERVATION DISTRICT <br />~ ---- EASEMENT EDGE EXHIBIT "A-2" <br />~ - - - - BOUNDARY LINE <br />io (R) RADIAL BEARING PLAT TO ACCOMPANY LEGAL DESCRIPTION <br />UNE B-2-1 OUTFACE STRUCTURE <br />N <br />~ ACCESS ROADWAY EASEMENT <br />o PLEASANTON ALAMEDA COUNTY CADFORNIA <br />i ~\ DRAWN: TRACED: DATE: MARCH 2008 _ <br />~ ~ KIER & WRIGHT CHECKED: SCALE: 1" = 100' <br />~ CIVIL ENGINEERS & SURVEYORS, INC. <br />1233 quarry Lans, Suns 145 (925) 249-6555 APVL. REC: FILE N0. SHEET N0. OF <br />N Pleasanton, Calltomia 94566 Fax (925) 249-6563 APPROVED: RF-10079 4 4 <br />