HomeMy WebLinkAbout6.0 Detail SheetNOTES
1 PAVEMEN REPLACEMENT SHALL MEET EXISTING
THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS,
UNLESS OTHERWISE SPECIFIED ON THE PLANS,
ASPHALT SURFACING = 3' MIN,
AGGREGATE BASE COURSE = 15' MIN.
2. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REPLACE
TRENCH MATERIAL COMPACTED TO 85% STANDARD PROCTOR,
TOP 12' D BE TOPSOIL, AND REVEGETATE.
VARIES
12' (TYP.)
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j TOPSOIL11
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EXISTING ASPHALT TO
BE SAWCUT (TYP.)
—=HETtCOURSE COMBINED
SLOPE TRENCH WALLS FOR
SAFETY PER CURRENT OSHA
& COSH REQUIREMENTS
SELECT MATERIAL COMPACTED TO 95% IF LOCATED
IN ROADWAY EASEMENT. COMPACTED TO 85% IF
LOCATED IN OTHER EASSEMENTS, LOTS OR SPACES,
CLASS 6 AGGREGATE BASE COURSE WILL BE REQ'D
IF THE ENGINEER DETERMINES THAT THERE IS NO
SUITABLE SELECT MATERIAL ON SITE,
NO, 12 COPPER TRACER WIRE EXTENDED TO VALVE
BOXES AND HYDRANTS, AND ATTACHED AT A POINT
ACCESSIBLE FROM ABOVE GROUND, (WHEN REQUIRED)
CLASS 6 ABC BEDDING MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY,
3/4' OR 1 1/2' SCREENED ROCK ACCEPTABLE IF
THERE ARE HIGH GROUND WATER CONDITIONS AND
AS DIRECTED BY THE ENGINEER,
CH CROSS SECTION
1'4
30'
FENCE -
EXACT LOCATION OE SEDIMENT
FENCE STAKED IN THE FIELD
BY THE ENGINEER.
POST ----\414
5 FEET -
SECURE TOP EDGE OF
FILTER CLOTH TO FENCE
WIRE FENCE
FILTER CLOTH
2 U
BURY TRAILING EDGE OF
FILTER CLOTH IN TRENCH
A MINIMUM OF 6'.
10' (APPROX.) POST
/007,- FILTER CLOTH
60' R,1W
12'
6' GRAVEL.,
SHOULDER
MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST 017
STAN)ARD WOVEN LIVE -STOCK WIRE, A MINIMUM OF 36'
IN HEIGHT, A MINIMUM OF 14 -GAGE WIRE, WITH A
MAXINUM MESH SPACING OF 6 '; POSTS SHALL BE EITHER
WOOL OR STEEL, MINIMUM LENGTH OF 5'.
SEDIMENT CONTROL FENCE
SLOPE @ 2%
CONDITION OF SUBGRADE TO BE APPROVE
BY SOILS ENGINEER PRIOR TO PLACEMENT
OF CLASS 3 ABC.
3
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STRIP ALL TOPSOIL, SCARIFY AND RECOMPAC T --------
SUBGRADE A MINIMUM OF 8' DEPTH TO 95%
STANDARD PROCTOR,
12'
6' GRAVEL
3' CLASS Cx ASPHALT
SLOPE @ 2%
SHOULDER
_
PROVIDE REVEGETATION
ON ALL DISTURBED SLOPE
AND DRAINAGE DITCHES.
TYPICAL PAVDENT DESIGN
4.0'
MIN
ELECT.
2'
j </:
6'
30'
60' R.0 W.
r' J'
'A .V&
6' CLASS 6 AGGREGATE BASE COURSE
COMPACTED TE 95% STANDARD PROC. TOR
12' CLASS 3 AGGREGATE BASE COURSE
COMPACTED TO 95% STANDARD PROCTOR
TELE.
3
6' SHOULDER
WHERE CONFLICTS WITH CULVERTS
OCCUR, DEFLECT UTILITIES VERTICALLY
UNDER THE CULVERT.
12'
6' SHOULDER
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TYPICAL UTILITY COVER & SEPARATION REQUIREMENTS
N. ,S
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F'H.(970) 945-8676
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PROJECT NO.
99055.01
SHEET