Laserfiche WebLink
<br /> <br /> <br />Scale: <br /> <br />C:\Proj <br /> <br />File Information <br />08/27/04 Initials: <br />Initiols: <br /> <br />Bridge 85\Desing\Plans\ <br /> <br />Typical Section.dwg <br />As Shown Units: English <br /> <br /> <br /> <br />Revisions <br /> <br /> <br /> <br />Colorado Department of Transportati <br /> <br />~ Region 4 - Lovelooo Residency <br />o T 2207 East Highway 402 <br />Loveland, Colorado 80537 <br />,---.... Phone: 970-667-4670 <br />___ W' __ <br />Region 4 <br /> <br />FAX: <br /> <br />970-669-0289 <br />SCE <br /> <br />on <br /> <br /> <br />Void: <br /> <br />As <br /> <br />Constructed <br /> <br /> <br /> Project <br />TYPICAL SECTIONS BR 0853-050 <br /> - <br />LHN - 14096 <br /> - <br /> of I Sheet Number 3 <br /> <br />IN <br /> <br />FilL <br /> <br />BREAK POINTS IN SLOPES AND IN BOTTOMS OF DITCHES <br />BE ROUNDED DURING CONSTRUCTION FOR A PLEASING <br />APPEARANCE <br /> <br />~ <br /> <br />.... <br /> <br />SHALL <br /> <br />2' <br /> <br />THE CONTRACTOR WILL BE REQUIRED TO PLACE 4" OF TOPSOIL <br />TO THIS UNE AFTER COMPLETION OF PAVING OPERATION <br /> <br /> <br /> <br /> <br /> <br />8' <br />SHOULDER <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Varies 3'-8' <br />SHOULDER <br /> <br />8' <br />- <br />Z SLOPE <br />( Variab/, <br />I See Ro <br />~ <br />POINT 0 <br />SLOPE <br />SELECTI( <br />Varies <br />Z SLOPE <br /> <br /> <br />POINT OF <br />SLOPE <br />SELECTION <br /> <br />Z <br /> <br />Varies 3' -8' <br />SHOULDER <br />III <br />2" HBI <br />3/4" HBP <br />LEVELING COURSE <br />2' <br /> <br />SLOPES <br />SLOPES 4: 1 <br />SLOPES 3: 1 <br /> <br />SPECIAL CASES, <br /> <br />SLOPE <br /> <br />WHERE <br />WHERE <br /> <br />TYPICAL SECTION C <br />DETOUR <br />STA 2000+00 TO STA 2020+00 <br />(Not to Scale) <br /> <br />Varies <br />SLOPE <br /> <br />MAY BE STEEPENED <br /> <br />"H" <br />"H' <br /> <br /> <br /> <l <br />2' SHI85 2' <br />- - - - <br />TRAVEL LANE TRAVEL LANE <br /> <br />TYPICAL SECTION B <br />SH 85 <br />STA 752+00 TO STA 757+41 <br />STA 772+47 TO STA 775+00 <br />(Not to Scale) <br /> <br />IS 6 FEET OR LESS <br />IS 6 FEET OR GREATER <br /> <br />Sheet <br /> <br />li:'- <br /> <br /> <br /> <l <br /> DETOUR <br />2' 2' <br />- - <br /> PROFILE GRADE <br />-2% 1 Varies _ <br /> 4" MINIMUM DEPTH <br /> <br />1.. <br /> <br />'H <br /> <br /> <br /> <br /> <br />POINT OF <br />SLOPE <br />SELECTION <br /> <br />8' <br />Z SLOPE <br /> <br />8' <br />SHOULDER <br /> <br />2' <br />TRAVEL <br /> <br />TYPICAL SECTION A <br />SH 85 <br />STA 757+41 TO STA 763+30 <br />STA 764+17 TO STA 772+47 <br />(Not to Scale) <br /> <br /> <br />LANE <br /> <br /><l <br />SHI85 <br /> <br />2' <br /> <br />TRAVEL LANE <br />GRADE <br /> <br /> <br /> <br /> <br />... <br /> <br />'H <br /> <br /> <br />