Laserfiche WebLink
'ON 133HS N3MV80 <br />DESIGN <br />CURVE DATA: <br />Length = <br />500 Ft <br />•°' <br />Radius = <br />646.78 Ft <br />Angle = <br />44' 17'32" <br />Tangent = <br />263.24 Ft <br />Chord = <br />487.63 Ft <br />y <br />Exist Monuments to <br />�� <br />� n . � Approx Toe <br />J' t: sof Fill <br />►+� <br />' `�,r <br />_ <br />IW � - <br />Approx location of <br />relocated water main <br />Right of Way <br />- <br />Limits <br />Exist K -Rail <br />to remain <br />remain in place <br />v i <br />■ a—n—mk l.x_ w ! ! wlwwf ! i !w!!! ! i w!!!E ! ■ w!o• w w w!w!! <br />! ■ ■ ! lwww ! ! ww!!w ! ! <br />wwww! ! w !!w!w w ! ■ w wwAww ■ <br />! !w!!w ! ■ w!!!l w w ww!!! ■ ■ w si l <br />f w!!!!I w l w!!!! w l wwlw! ! - — w ■ i ! ! — ! ! !!!!! ! ! !!!!! <br />!!!!! R w � w w wwwiww <br />! w wwwww ! w !wwln ■ ! !wlww <br />w ■ wlww! 1 ! wwwww w � w!!wR w ! !!!� <br />a ! a_ ■ w � ! ! w!� ! ! w� <br />O= <br />(; ` 8^WAC Approx Top <br />Const (J �f �t <br />Exist Water Main to <br />relocated by others <br />be-==-"=� <br />, <br />0) <br />1 <br />— <br />R m + <br />� a � <br />Driveways T D <br />r yrs _ _ <br />g <br />r <br />-- -_---=-- <br />-- -_ _- - - - _ - _ - <br />Exist EP <br />Curve <br />Qi <br />I C) <br />-------- <br />Tangent <br />Line <br />D <br />$� <br />N <br />N <br />CS <br />TD <br />L <br />� <br />.A <br />� <br />"TFR� <br />- - - - - <br />48 <br />- -- <br />+58.82 <br />-EC---------------L----------------------------- <br />N ------- <br />_ <br />51 <br />FgST�RN <br />! <br />v <br />N <br />Point of Intersection <br />! <br />H <br />Sta 46+08.82 <br />_ <br />i t �'`�;`-=;_� <br />RQq <br />Exist Road <br />EP <br />--------------- <br />----- <br />— -- �_ _ <br />— ----- <br />(Yellow Line) <br />"m <br />Approx Top of Cut <br />,n <br />tApprox <br />a o EP <br />Exist MBGR to <br />in <br />Exist EP <br />Sta 45+43 to Stu <br />48+50 (Rt) <br />+ <br />v <br />Toe <br />of Cut <br />o o <br />3 <br />remain place <br />Place 307 LI- AC <br />Dike (Type A) <br />a <br />c+n <br />o <br />per SP A87B <br />END OF PROJECT <br />Bench <br />dark Elevation = 30.71' <br />(Bridge <br />Nail in JP S/W Corner .. .. ... ... <br />- <br />0 Washington Street) <br />40 <br />40 <br />~ <br />Existing Grade at <br />_ <br />Construction Center Line <br />Existing Grade <br />at Yellow Line <br />Finished Grade <br />(+0.35% TYP) <br />cn <br />/ <br />~ <br />CL=33.32' <br />CL=33.67 <br />�m 50 <br />- <br />35Confo <br />� <br />/ <br />� <br />35 <br />cn <br />Flow Line (Rt) <br />+00 (Rt) +00 (Rt) <br />FL=33.13' <br />L=32.97' <br />+50 (Rt) - <br />FL=33.24' <br />^ <br />I- <br />` <br />__ ___— ---- <br />-- <br />---�- <br />- <br />z <br />CL=32.27' <br />fFL=32.78' <br />L=32.62' <br />0.351: <br />-� <br />-- <br />�- <br />o <br />r_— <br />oa) <br />------- — <br />—0 <br />— 35% <br />0.15% <br />0 <br />+00 (Lt) <br />+00 (Lt) <br />+35 (Lt) <br />FL=32.30' <br />FL=32.65' <br />FL=32.70' <br />Flow Line (Lt) <br />30 <br />30 <br />Sta <br />1 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />1 Sta <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE CHECKED <br />DATE <br />APPROVAL RECOMMENDED DATE�� <br />COUNTY OF SAN <br />JOAQUIN <br />► <br />Horizontal Scale: 1 = 20 <br />PLAN AND PROFILE <br />CARDINAL AVENUE <br />REALIGNMENT <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />Vertical Scale: 1 = 2 <br />( Weber Avenue to <br />500 Feet North of <br />Stockton Terminal ani <br />Eastern Railroad } <br />7 <br />11 <br />FILE NAME <br />DRAWER <br />SHEET NO. ACAD <br />REVISIONS DATE <br />01 <br />51 R I E:\Projects\2008\Curdinul Ave ReuIignmert\PIarns\Cardinal AII.dwg <br />