My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE100566
DRMS
>
Back File Migration
>
Permit File
>
100000
>
PERMFILE100566
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 9:55:13 PM
Creation date
11/24/2007 7:11:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
1/2/2003
Doc Name
Typical Road and Ditches Details
Section_Exhibit Name
NH2 Map 2.05.3(3)-3
Media Type
M
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
E <br />1/4 DICUM SLOPE <br />Y.Y . 1 <br />TYPICAL HAUL ROAD PLAN <br />i <br />DITCH /W <br />1.5:1 TO 10:1 SIDE SLOPES <br />NATURAL GROUND <br />CULVERT <br />MOOM WE <br />ACCESS ROAD <br />TYPICAL SECTION <br />–FILL– <br />NOTE: <br />1) All areas under roads to be cleared of topsoil before grading. <br />All disturbed areas to be retopsoiled and seeded after <br />construction. <br />Procedures for installation of culverts: <br />a) A uniform blanket of loose material should cover the shaped <br />bedding to a depth sufficient to fill the corrugations. <br />b) Water in the ditch or foundation should be removed. <br />c) Poor foundation material should be replaced with suitable fill <br />to provide uniform continuous support. <br />d) Backfill should be placed in uniform well tamped B inch layeL <br />on both sides of the structure. <br />e) Compaction to over 90% standard density is required or as <br />directed by the engineer. <br />2) Culverts and ditches must be maintained and cleared of <br />S) Trash racks to be installed when vegetation disturbance is <br />occuring above the culvert (e.g. topsoil removal and mining). <br />TYPICAL FILL PLAN <br />WITH CULVERT <br />WIDTH VARIES <br />TYPICAL CROSS SECITON <br />WITH CULVERT <br />,1 <br />EARTHEN PERRY 70 RRVAR7 LARaEffr <br />V1== TRAVIRM ROADWAY. LARGE BOULDERS <br />MY RE SUBSR[OTID <br />NATURAL GROUND <br />ORIGINAL ! ffl ACE <br />WIDTH VARIES <br />TYPICAL <br />TEMPORARY <br />SECTION <br />COUNTY ROAD <br />WIDTH VARIES <br />11RADIAG9 TO INSIDE OF ROAD <br />• G L : 7iT <br />[MVVWA�"C1r:i <br />TYPICAL SECTION <br />LIGHT DUTY ROAD <br />RECEIVED <br />JAN 0 2 2003 <br />2.05.3(3) -3 <br />WESTERN FUELS - COLORADO <br />A LIMITED LIABILITY COMPANY <br />ir NEW HORIZON MINE <br />P.O Box 52B. NUCLA. co. 81424 <br />TYPICAL ROAD AND DITCHES <br />DETAILS <br />fill <br />REV. <br />NTFAVAU COKE OATS: REV. RATE <br />I SY: ONG. NO.: <br />ROSS L GUBKA, P.E. <br />F: \06\OATA\K^P0ISI\2OG3 NH2 PB%W1\2.O&X3) -3 TYP MS AND GROVS.OND <br />REFERENCES <br />I <br />American Association of State Highway Officials, Manual for Rural <br />Highway Design, 1965. <br />American iron & Steel Institute: Handbook of Steel Drainage and <br />Highway Construction Products; 1976. <br />I <br />Handbook of Hydraulics; 1976. <br />I <br />ORIGINAL GROUND <br />_ <br />Procedures for Determining Peak flows in Colorado (Incorporates <br />M <br />- - - - - -- ------- <br />- - - - -- - - - - -- _ <br />technical release No. 55); 1977. <br />I <br />Wn7PH VARIES —�_ <br />•• �` •• <br />United States Department of <br />A <br />Erosion Losses, Guide to Conservation Plrannin 1978. <br />I <br />ROADSIDE DITCH <br />VARIES IN SIZE <br />United States De artment of Interior Bureau of Reclamation <br />Canal <br />I <br />Design of Small Structures, 1974. <br />HAUL ROAD <br />------------ ;------ - - - - -- <br />= <br />TYPICAL CUT SECTIOON <br />CULVERT <br />- <br />I <br />I <br />- <br />VARIABLE <br />I <br />I <br />I <br />I <br />I <br />I <br />SIL)PE ANGLE <br />• <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- <br />eAsesnr e®[ TO BerARi uscesr <br />TYPICALLY 2:1 SLOPE, MAY VARY <br />WIDTH VARIES VRGmCLa TRAVELING ROADWAY. LARGE BOULDERS <br />I <br />MAY BE SOB11iSTD3DV® <br />O <br />I <br />I <br />I <br />I <br />ORIGINAL GROUND <br />I <br />I <br />HAUL ROAD <br />TYPICAL FILL SECTION <br />TYPICAL FILL PLAN <br />WITH CULVERT <br />WIDTH VARIES <br />TYPICAL CROSS SECITON <br />WITH CULVERT <br />,1 <br />EARTHEN PERRY 70 RRVAR7 LARaEffr <br />V1== TRAVIRM ROADWAY. LARGE BOULDERS <br />MY RE SUBSR[OTID <br />NATURAL GROUND <br />ORIGINAL ! ffl ACE <br />WIDTH VARIES <br />TYPICAL <br />TEMPORARY <br />SECTION <br />COUNTY ROAD <br />WIDTH VARIES <br />11RADIAG9 TO INSIDE OF ROAD <br />• G L : 7iT <br />[MVVWA�"C1r:i <br />TYPICAL SECTION <br />LIGHT DUTY ROAD <br />RECEIVED <br />JAN 0 2 2003 <br />2.05.3(3) -3 <br />WESTERN FUELS - COLORADO <br />A LIMITED LIABILITY COMPANY <br />ir NEW HORIZON MINE <br />P.O Box 52B. NUCLA. co. 81424 <br />TYPICAL ROAD AND DITCHES <br />DETAILS <br />fill <br />REV. <br />NTFAVAU COKE OATS: REV. RATE <br />I SY: ONG. NO.: <br />ROSS L GUBKA, P.E. <br />F: \06\OATA\K^P0ISI\2OG3 NH2 PB%W1\2.O&X3) -3 TYP MS AND GROVS.OND <br />
The URL can be used to link to this page
Your browser does not support the video tag.