RoadDetail.pdf
PDF 955 KB Posted
- Attached to
- ROAD MAINTENANCE & CONSTRUCTION - LAKESIDE RD Federal contract opportunity
- Solicitation number
- AG-8173-S-16-0009
About this file
ROAD DETAILS
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| vicinity_map_BMRD_LSRD.pdf | ||
| S-16-0009_Amendment_No1_version_2.pdf | ||
| S-16-0009_Amendment_001_-_Lakeside_Roads_IDIQ.pdf | ||
| RFP_2016_IDIQ_Roads_Lakeside_RD.pdf | ||
| RETURN_PACKAGE_S-16-0009_.pdf | ||
| Blading_Limits_Layout2_.pdf | ||
| 2016_Equipment_supplemental_specs.pdf | ||
| RFP_2016_IDIQ_Roads_Lakeside_RD.pdf | ||
| MaintenanceBMPs.pdf | ||
| Blading_Limits.pdf |
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Text version
ORIGINAl 'SloPE LINE
-0' '" ~ ~
APACHE-SITGREA YES
NATIONAL FOREST
GRADE DIP TYPICALS
ROADWAY 0
NOTE:
ENGINEER MAY REOUIRE MATERIAL TO BE BROUGHT
IN TO BUILO ROlUNG DIP DEPENDING ON GROUND CONOInONS. All OTHER SPEClFlCAl10NS WILL APPlY.
GRADA TION
SIZE ~
6- 100 4- 80 J- 70 2- 50 1- 20
GRADE OR ROLLING DIP
PERSPECTIVE VIEW
INTERSECnoN "1H
ROAO ORAQ( UNE
BREAK ..1H
ROAO GRAQ( LOE
OOMNGRAOE
6----f
-1'-6 W ---1.
L 1 I '-::~~~~ I
+--=RE~35' 0 15' E G .
ROAOWAY QIKE
WHERE REQUIREO
GRADE OR ROLLING DIP
PLAN VIEW
TYPGROQP.OWC
MONA!. ROAO
~ORAOE UNE
10'ROONOONGTo-/1>
15 '~H:=fJ IMEET EXISTING ORAQ( ~1 S -I
ABC
GRADE OR ROLLING DIP
A-B-C PROFILE
MONA!. ROAO
~ORAOE UNE
-- ~-- I
10' ROUNOONG TO- /1>15 '~GMEETEXISTINGGRAQ(~ 1S
0 E r
GRADE OR ROLLING DIP
D-E-F PROFILE
NOTE:
FURROW OITCHES TO BE BUILT AT LOCAl10NS SHO'AN ON THE PlANs. DIKE MUST BE ON DO'ANHILL SIDE OF DITCH. DITCHES TO BE CONSTRUCTED AlONG CONTOUR
OF GROUND MUST BE STAKED BY THE ENGINEER BEFORE
BEING CONSTRUCTED. DIKES FROII FURROW DITCHES TO
BE DRESSED ON SIDE EXPOSED TO ROADWAY.
FURROW DITCH
SECTIONAL
_PAVEO WATERWAY
AS REOUIRED
TABLE OF ROLLING GRADE DIP DIMENSIONS
60 - 120 SKEW NUMBER
% GRADE W = 12' W = 14'
OF ROAD
LENGTH DEPTH LENGTH DEPTH LENGTH DEPTH
G H I J G H I J
5% & UNDER 60' 50' 1.0' 0.5' 60' 50' 1.0' 0.5'
6% - 8% 70' 65' 1.5' 0.5' 70' 65' 1.5' 0.5'
ROAD MAINTENANCE DETAIL
NO SCALE SUBGRADE
1' ,Y /Y //
_JTYPICAL LIMITS
CLEARING LIMITS -
--- --10-1'
I ,--
C I I~ L ~
1--- 6' ~I EXISTING
TRAVEL
WAY
6' 3'~
TYPICAL DITCHI SEOTION
CLEARING LIMITS WILL BE
WHICHEVER IS GREATER
SHOULDER + 6' OR HEAL/TOE
OF SLOPE + 3'
TURNOUT AND CURVE WIDENING
02-19-09
CULVERT ,DETAIL
CULVERTS
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TttRO J GH FiLl,.~
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