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'ON 133HS <br />83M'di=11 <br />104p <br />y � � <br />coraty <br />0.15' AC Overlay over Var depth Leveling Course <br />R'W <br />Sta 99+20 (Lt) <br />Limits of Concrete <br />Sta 95+70 (25' Lt) <br />5to 96+67 (25' Lt) <br />Removal (22' Lt) <br />Exist 18"0 CLIP Sto 99+85 (26' Lt) <br />Sto 101+00 (26' Lt) <br />Sta 102+40 <br />(26' Lt) Sto <br />143+55 (26' Lt) <br />Place <br />34 LF <br />12"0 <br />CSP <br />Place 35 LF 12"0 CSP <br />to remain Place 32 LF 12"0 CSP <br />Place 26 LF 12"0 CSP <br />Place <br />SP <br />26 LF 12"0 CSP Place 42 LF 12"0 CSP- <br />New <br />New EP <br />I I <br />I I <br />I I <br />F <br />❑ <br />�.i _.-- - - <br />, �. <br />�ry <br />- -. <br />- - i .. - <br />.. .. _ .� ., <br />- .� .,. <br />.. <br />�ub�� ",«x_ -- <br />a. __ _ w �d ;�. .:;x - �. <br />_ ." .� ..�,..�.. ". ".� .. .. .� <br />�. "..,.�..�,... <br />.............� ..�. +....� �r <br />�_ a- _, "�°" <br />N 0 <br />!moi <br />m <br />I-� <br />-- <br />---= _=__=__--- <br />---- <br />---____ _ <br />N � <br />r <br />Ln <br />m <br />A R_ M S R 0 N G <br />R-0 A a <br />°'� <br />_T <br />- - <br />-- <br />- - - - <br />- - -- - - - - <br />-- - - .- Y _ <br />- <br />- - - - -- <br />o N <br />I <br />96 <br />97 <br />9$ Est <br />aw-cut 99 <br />100 <br />101 <br />102 103 <br />I �° N <br />{ <br />a, <br />Limits <br />at <br />_ <br />Z0 <br />Z� <br />0� <br />Qp <br />Vw <br />fl fi[.ww�u s a[ <br />wt <br />w <br />w N <br />!w w wpwM+rti W W <br />!.[ iwwYwwww" In w" w wl iw <br />w !wi <br />fart �I�l �.Mn�..M.. <br />.. w <br />w aY.w.wa a.i fi aY.11wYw�.M aYf Iw fMwMYwll.Y� w �If <br />�/�IY.. � r w Wu.�. .�U W �f � - m ma - �.w �w <br />w ..w aw w �. .� .a <br />w w <br />w w w — .w — w <br />— — wo.�.nA w r — I to W <br />N <br />Stu 95+70 (Rt} <br />Sta 95+70 <br />(Lt) <br />Sto 96+67 (Lt) <br />Sta 96+$J (Rt} <br />New EP <br />Sta 1 D3+7$ (Rt} Sta 99+$5 (L#} <br />5ta 101 +00 (Lt} Sto 101 +30 (Rt) <br />Sta 102+40 (Lt} <br />Stu 143+55 (Lt} iirl� <br />Wp <br />0 <br />Relocate Mailbox <br />R & <br />D 25 <br />LF <br />R & D 31 LF <br />Relocate Mailbox <br />Relocate Mailbox R & D 24 LF <br />R & D 18 LF Conc Pipe Relocate Mailbox <br />R & D 22 LF <br />R & D 40 LF <br />(4 each) <br />12"0 <br />Conc <br />Pipe <br />12"0 Conc Pipe <br />12"0 Conc Pipe <br />12"0 Conc Pipe <br />12"0 Conc Pipe <br />i2"0 Conc Pipe <br />Const <br />Sta 101 +24 (Rt) <br />Sto 101+12 (Rt)Relocate Mailbox <br />Sta 103+78 (Rt) <br />Relocate Mailbox <br />Relocate Mailbox <br />��ssrr�y <br />D. <br />No. 38465 <br />EM. 3--31•-11 <br />01 vl\� <br />Nl o <br />!6J A11*� Io <br />Peter D. Martin <br />Registered Civil Engineer <br />Const <br />Flow <br />Line (Rt) <br />q Exist Road <br />. ........ <br />. <br />......... <br />.. <br />.. .. <br />.. <br />FL (23' Rt) <br />FL (23' <br />Rt) FL (23' Rt} <br />12"0 CSP (Lt) <br />FL (23' Rt) <br />12"0 CSP (Lt) <br />(23' Rt) Exist Flow <br />Rt) 12"0 CSP (Lt} <br />FL {23' Rt} 12"0 CSP (Lt) +2522.5[} <br />22.0 <br />22.10 <br />22.85 <br />FFL <br />23.00 Line <br />(Rt) <br />[FL,�23' <br />235 <br />23,20 I U1 n <br />25 <br />CA n <br />I 12"0 CSP (Lt) <br />Fl- (23' <br />Rt} 12"0 CSP (Lt) <br />m 3 <br />I <br />22.45' <br />i11 � <br />_ _ _ - - FL 22.3D' <br />r + <br />FL 22.44 <br />L 22.46 <br />F1_ L 22.60' <br />22,5$' <br />FL 22.68' FL 22.73' m <br />T m <br />FL 21.93' FL 21.94' <br />FL <br />21.97' FL 21.99' <br />I <br />l <br />L 22.35' <br />r — <br />-- .. — _ _ <br />- <br />� .� — — ....,,� ... ....-..I i/1 <br />- - — - - - <br />m <br />I� <br />1����.�-. - :.- <br />------------------- <br />- _ = - <br />._�•__�--��- <br />---- <br />_ _ _-- -- <br />:��-_--� _�� -_—...—...—... <br />------- <br />...— <br />�l -.—..,— .. �, _ _ <br />—i �__�_.-- <br />_-.._...—....—...—...—.. <br />.... . <br />J ___- -- <br />,_�—.- -- Z <br />—:-.--.^ <br />_ <br />I <br />r <br />o <br />+ <br />+ <br />,+� <br />Exist Flow <br />" °+' <br />18 CMP ' <br />°0 <br />�' ± <br />G+ FL <br />25 Lt} <br />v u FL 25' Lt ) <br />I <br />t0 <br />(Jy <br />I N- ' C.t <br />N -a' V <br />_� <br />N i� <br />_� <br />N <br />Irina Lt } <br />xist <br />to <br />+ <br />31 o <br />h3 <br />t <br />,., <br />N <br />N N� <br />ra to <br />,., N -f- <br />N N <br />V <br />i <br />I sem... <br />.... <br />i <br />a .. <br />remain <br />Cs� <br />"C <br />�..................................................................... <br />N�, <br />IV <br />N N <br />3 <br />_ N N <br />i �+ 5 �� <br />QD �! fl <br />N {�`- N <br />�� cr <br />OCC W C Q <br />N <br />V N <br />w 5 cn <br />"C <br />V N <br />4- 5 �„ <br />+ <br />FL (25 <br />V� <br />Lt} �'_ <br />g <br />�: <br />i <br />L (25 Lt) <br />FL (25 Lt} <br />t <br />FL (25 Lt) <br />cv <br />A- <br />N <br />N <br />�C <br />Q1C <br />rn <br />C <br />`� `� <br />'Q <br />Ln <br />� r <br />21.95' <br />22.40' <br />22.05' <br />22.20' <br />r <br />v, < cr+ <br />A_ rt <br />2fl <br />r <br />24 <br />low Line (Lt) <br />15 <br />.................. ............ . <br />�r <br />15 <br />Note: Existing Pipes to <br />be demolished <br />not shown for clarity <br />Sta <br />96 <br />97 <br />98 <br />99 <br />100 <br />101 <br />102 <br />103 <br />Sto <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />DATE <br />COUNTY OF <br />SAN J CAQU I N <br />SCALE : 1" = 30' (Horizontal) <br />PLAN AND PROFILE <br />ARMSTRONG ROAD <br />IMPROVEMENTS <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />1't = 2' Vertical <br />Davis Road to Lower <br />Sacramento Road) <br />g <br />12 <br />FILE NAME <br />D WER SHEET NO. <br />ACRD <br />REVISIONS <br />DATE <br />