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'ON 133HS
<br />b3WHO
<br />goue
<br />y � p
<br />County
<br />0,15' AC Overlay over Var depth Leveling Course
<br />Const R/N
<br />wy Type "E"
<br />ta 107+95 25' (Lt)
<br />Sta
<br />112+00 to
<br />Conform 27' (Lt)
<br />Place 34 LF 12"0 CSP
<br />Sta
<br />119+75
<br />Sta 104+34
<br />(25' Lt)
<br />Sta 105+25 (25' Lt)
<br />Sta 145+90 (25' Lt)
<br />Sta 107+12 (25' Lt)
<br />Sta 107+95 (Lt}
<br />5ta 110+02 (25' Lt)
<br />Sta 112+20 (25' Lt)
<br />Place 70 LF
<br />12"0 CSP
<br />Place 34 LF 12"0
<br />CSP
<br />Place 26 LF 12"0 CSP
<br />R/W
<br />Place 28 LF 12"0 CSP
<br />R & D 25 LF Cone Pipe
<br />Place 22 LF 12"0 CSP
<br />Place 26 LF 12"0 CSP
<br />0 �'.
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<br />ROAD
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<br />- -
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<br />- - -
<br />- -
<br />+
<br />N
<br />,104
<br />106
<br />107
<br />IS 1 o9W
<br />10S
<br />—Saw -cut
<br />110
<br />111
<br />112
<br />Z o
<br />o rn
<br />Limits
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<br />4
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<br />-1W
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<br />LSta
<br />—New EP
<br />_ --SSta
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<br />I
<br />+
<br />`-Sta 104+20 (Lt}
<br />to 104+55 (Lt) 105+34
<br />(Rt)
<br />5ta 106+07
<br />Sta 107+12 (Lt)
<br />ar (0' N 2'}
<br />110+02 (Lt)
<br />g
<br />Sto 112+20 (Lt)
<br />❑
<br />❑
<br />R & D 34 LF
<br />w
<br />R & D 20 LF
<br />Relocate
<br />e ocate MailboxConsts
<br />Adjust Monument
<br />R & D 21 LF
<br />"
<br />;cam Sta 108+00 to
<br />Co � -�
<br />R & D 14 LF
<br />"
<br />Sta � 11 +37 Rt
<br />( )
<br />�
<br />R & D 20 LF
<br />-
<br />0
<br />12 0 Conc Pipe
<br />12 0 CMP
<br />Frame & Cover
<br />12 0 CMP
<br />O Sto 112+00
<br />12 0 Cone Pipe
<br />.a 3 1 j
<br />12 0 Cone Pipe
<br />Sta 105+24 (Lt)
<br />to final grade
<br />Sta 107+70 (Rt)
<br />2 3 +
<br />f* vo
<br />R" & 0 4 LF
<br />8 0 Cone Pipe"
<br />o g
<br />R & D 28 LF
<br />12"0 Cane Pipe
<br />Sta 105+90 (Lt)
<br />Relocate Mailbox
<br />Place 8 LF 12 0
<br />CSP
<br />R D 29
<br />Pave Exist 3' walkway
<br />" Pi
<br />12"� Cone Pipe
<br />as Dwy (Type D)
<br />ESS!
<br />No. 38465
<br />�r Eq.3-31-11
<br />C1 m.
<br />U LY. /4 �v
<br />Peter D. Martin
<br />Registered Civil Engineer
<br />30
<br />30
<br />_
<br />Const
<br />P (Lt & Rt)
<br />low
<br />Line (Rt)
<br />............
<br />..........
<br />L (23' Rt}
<br />FL {23' Rt) Exist Road
<br />....
<br />...... ....... ....... ..... .....................
<br />FL (23' Rt}
<br />.................... ................................................... _...
<br />12"0 CSP (Lt}
<br />................... .................................
<br />FL 23' Rt)
<br />23. 4'
<br />_.. _......
<br />FL 25'
<br />23.80'
<br />Lt)
<br />FL (25' Lt)
<br />23,95-12"0
<br />CSP
<br />{
<br />c7
<br />. . . . . . .
<br />. . . .
<br />23,52'
<br />23,56' ..
<br />.............
<br />23.60'
<br />.....
<br />_
<br />M. _.
<br />a
<br />FL {23' Rt}
<br />FL (23' Rt)
<br />12"0 CSP (Lt)
<br />12"0 CSP (Lt/_�3.48
<br />L (23' Rt)
<br />'
<br />0 C5P (Lt)�
<br />_
<br />r12
<br />3 123.
<br />2�
<br />5'
<br />23.44
<br />- -
<br />12"0 CSP
<br />(Rt)
<br />23.96 24.04'
<br />S 3
<br />25
<br />25
<br />--
<br />- --- - -
<br />--
<br />-
<br />-
<br />-
<br />"
<br />12 0 CSP (Lt)
<br />FL
<br />FL
<br />c6 N
<br />{
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<br />_ _ _
<br />r
<br />3
<br />F L
<br />7 12 0 C5 P
<br />22.5
<br />FL
<br />Lt }
<br />( 22,89
<br />22.96 FL 22,9
<br />L-
<br />7 99
<br />22.
<br />FL 3
<br />2 ,40
<br />FL 3, 05
<br />2
<br />, FL
<br />F 0 23.15
<br />L 23. 8
<br />FL 23,19
<br />FL 23.35'
<br />FL 23.40'
<br />23.80'
<br />23.$1'
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<br />� ± Exist Elow
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<br />31-
<br />FL �24' Rt)
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<br />FL (24' Rt}
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<br />N' '`' Line (Lt}
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<br />FL
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<br />25 Lt)
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<br />N 3-0
<br />d�Exist
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<br />23. 0 '
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<br />r
<br />Line (Rt)
<br />0
<br />ta]
<br />L� .
<br />� C Cly ..... ...v � [!! ........
<br />.....CQ C Cly .....
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<br />... {)p �
<br />r� r� ................
<br />�-
<br />�-
<br />Flow Line (Lt)
<br />2U
<br />20
<br />.... ..... ..... ... ..
<br />. . . . . .
<br />. . . . . ... .
<br />.............. ..... ....................................................
<br />.....................
<br />........................... ........ _......
<br />...... _.........
<br />Note: Existing Pip
<br />s
<br />to be demolished
<br />not shown
<br />or clarity
<br />Stu
<br />104
<br />105
<br />108
<br />107
<br />108
<br />109
<br />110
<br />111
<br />112
<br />113
<br />Sta
<br />DRAWN BY
<br />DATE
<br />PROJECT ENGINEER
<br />DATE
<br />CHECKED
<br />DATE
<br />APPROVAL
<br />RECOMMENDED
<br />DATE
<br />COUNTY
<br />OF SAN JOAQU I N
<br />+>
<br />SCALE : 1 _ 3o (Horizontal)
<br />PLAN AND PROFILE
<br />ARMSTRONG ROAD IMPROVEMENTS
<br />SHEET
<br />N0,
<br />TOTAL
<br />SHEETS
<br />,�
<br />1 -- 2 (vertical}
<br />.
<br />(Davis
<br />Road to
<br />Lower Sacramento
<br />Road)
<br />9
<br />12
<br />FILE NAME
<br />DRAWER
<br />SHEET NO.
<br />ACAD
<br />REVISIONS
<br />DATE
<br />
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