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<br />x
<br />
<br />Exist,
<br />Conc.
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<br />4+00
<br />Channel
<br />
<br />/\
<br />
<br />R,O.W,
<br />
<br />-"
<br />
<br />"'- Proposed
<br />
<br />--.J
<br />Adjust Height of Manhole
<br />
<br />10' Wide Gravel Driveway \
<br />
<br />Exist. Tap Bank
<br />
<br />/
<br />
<br />q;, Ditch"
<br />1-
<br />
<br />"'
<br />'-, 5+00
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<br />44':50--'
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<br />X'-Removel Fence
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<br />32
<br />
<br />30
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<br />
<br />oj,
<br />
<br />
<br />Line
<br />
<br />Proposed 10' Wide
<br />Grovel Driveway
<br />
<br />
<br />Relocate Guord~.
<br />Roils os Shown
<br />
<br />\ ~n: Gravel at
<br />
<br />Existin g Goroge
<br />
<br />Proposed 10' Wide Gravel Driveway
<br />With 2: 1 Side Slopes;
<br />
<br />R,O.W.
<br />
<br />28
<br />26 ~ Top of ";'(;O~W":' ./
<br />
<br />
<br />
<br />------"'~-------
<br />/
<br />l/.-../. -'
<br />
<br />24
<br />
<br />Top of Proposed
<br />Concrete Chonnel
<br />
<br />
<br />22
<br />
<br />Lsta, 4+00, Motch New Concrete With Existing
<br />I Structure, Drill and Grout Rebar (#4 @ 12")
<br />6" into Existing Concrete Floor ond Sides.
<br />
<br />20
<br />
<br />
<br />18
<br />
<br />4+00
<br />
<br />,-'
<br />
<br />,.' ;;.:
<br />
<br />...,.....-"..." ,\,,>
<br />
<br />19.28
<br />
<br />5+00
<br />
<br />Remove Exist. Blow-off Line
<br />
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<br />
<br />""" \ ,.~
<br />L"...! <,j
<br />
<br />/,
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<br />
<br />
<br />Relocate Fence
<br />to Edge of R,O,W.
<br />(Trees to Remoin)
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<br />Transition Gravel
<br />into Existing Street
<br />
<br />/
<br />/
<br />
<br />~
<br />
<br />Scale: 1" 20'
<br />
<br />L
<br />
<br />Do Not Disturb Property Outside of R,O, W.
<br />
<br />.~. Adjust
<br />'c"DI
<br />/ roposed Fir:
<br />
<br />Height of Valve Box to Motch New Grode
<br />
<br />Hydrant
<br />
<br />./..J <::..'7
<br />Proposed 6" D.I.P. Water Line W/
<br />Thrust Blocks on Two 90' Bends
<br />
<br />_:; Adjl,lst He1:ght ~f Valve Box
<br />/,1 6+50
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<br />Conk'
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<br />
<br />Proposed 12' Wide
<br />Gravel Drivewa y
<br />
<br />Hei ht of Manhole Lid to Match New Grode
<br />p
<br />
<br />10"PVC
<br />Top of Proposed West Bank
<br />
<br />To of Pro e
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<br />Bottom of Proposed Concrete
<br />
<br />-7+50
<br />7'1
<br />Ch'en n e 1----..
<br />
<br />":l
<br />
<br />..<J
<br />
<br />
<br />8"PVC
<br />
<br />Proposed Eost Bank
<br />
<br />-~E~istin~ Sh:b~ to ~e:a;~,-p:n: as Nece:ary
<br />
<br />>r-
<br />I
<br />
<br />I
<br />4
<br />
<br />
<br />Transition Grovel
<br />I into Existing Street
<br />~
<br />I
<br />x
<br />
<br />p
<br />
<br />See Sheet 6 for Typical Cross-
<br />Section Station 4+00 to 8+95.
<br />
<br />REVEGETATE ALL DISTURBED AREAS WITH GRASS/WILDFLOWER SEED, FERTILIZE AND MULCH
<br />
<br />+0.76%
<br />
<br />4+00 7+00
<br />
<br />""-
<br />
<br />Proposed Top of
<br />Bonk, Both Sides
<br />
<br />2.5 Ft.
<br />
<br />+0.76%
<br />
<br />
<br />~100 Year Woter
<br />Surface Elevation
<br />
<br />Bottom of Channel
<br />";'(;09 Gmde~~_
<br />
<br />--~-
<br />
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<br />
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<br />
<br />Existing
<br />
<br />o 0
<br />
<br />6+00
<br />
<br />
<br />Bottom of Proposed
<br />Concrete Channel
<br />
<br />
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<br />
<br />
<br />+0.76%
<br />
<br />Sewer and Water Lines
<br />U (Appm, Looof,M'1
<br />
<br />,c"
<br />
<br />7+00
<br />
<br />-X-
<br />
<br />Top of Proposed,
<br />Concrete ChanneL
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<br />XI
<br />
<br />2: 1 Side Slopes, 4' 6" High
<br />for Sides of Concrete Channel
<br />
<br />\>
<br />
<br />
<br />8+00
<br />
<br />Transition Grovel into
<br />Existing Driveway
<br />
<br />Proposed 15' Wide
<br />Gravel Drivewoy
<br />10"PVC
<br />
<br />
<br />Exist. Top Bo'n'k / \
<br />
<br />
<br />~:.1
<br />-,'\
<br />
<br />8+50
<br />-- I
<br />
<br />-I
<br />
<br /><J
<br />
<br />
<br />xist, Top Bank
<br />
<br />Adjust Height of Manhole Lid
<br />to Match New Grode
<br />
<br />wer Ine
<br />
<br />p
<br />
<br />1,09% SiA
<br />
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<br />t:ilstll'q
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<br />
<br />00-8+95
<br />
<br />--,,--
<br />
<br />iop of E)(iSt\;~-E~~t 8ank
<br />
<br />Sta. 8+95, Match New Concrete With
<br />Existing Structure, Drill ond Grout Rebor
<br />(#4 @ 12") 6" into Existing Concrete,
<br />Floor and Sides
<br />
<br />~.>
<br />
<br />Expose Gas Line,
<br />Contact Gas Co.
<br />for Relocation
<br />
<br />Scale: 1"
<br />1"
<br />
<br />20' Horizontol
<br />2' Vertical
<br />
<br />Transition to Existing
<br />
<br />R,O.W.
<br />
<br />Exist. Driveway
<br />
<br />9+00
<br />I
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<br />
<br />10"PVC
<br />
<br />SMH
<br />
<br />10"PVC
<br />
<br />~l50 ClR.O, W. I 10+00
<br />Existing Concrete Drainage Structure "'"
<br />
<br />Exist. Driveway
<br />
<br />'&
<br />Power Pole
<br />(Typ,)
<br />
<br />R.O,W,
<br />
<br />
<br />Top of Exist. wall--/
<br />
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<br />Existing Concrete
<br />Box Culvert
<br />
<br />.
<br />
<br />
<br />-\-100- Yeor Water
<br />Surfoce Elevation
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<br />te Drail'~
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<br />Droinoge Structure
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<br />9+00
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<br />
<br />30
<br />
<br />REVISIONS
<br />DATE
<br />
<br />BY
<br />
<br />28
<br />
<br />26
<br />
<br />24 DATE
<br />
<br />JUNE-1993
<br />
<br />SCALE
<br />
<br />1"= 20'
<br />
<br />22 ENGINEER
<br />
<br />PJB
<br />
<br />DWG FILE
<br />
<br />MK2
<br />
<br />20 JOB
<br />
<br />319-01
<br />
<br />SHEET
<br />
<br />2
<br />
<br />18
<br />
<br />OF
<br />
<br />7
<br />
<br />SHEETS
<br />
|