Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
8.01 Road Cross-Sections
5500 5490 5500 5490 5500 5490 - 40 - 40 1 +20 -20 0 -20 1 +00 0+80 M pmpf pOp -40 -20 0 20 40 20 40 20 40 5500 5490 -40 -20 0+60 M m N N 0+40 5500 - 5490 -40 5500 -20 N N 0 0+20 20 40 20 40 v �i uoi 5490 N N -40 -20 0 20 40 5500 -40 -20 0+00 N n N N 0 20 40 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5500 2+60 5490 5500 5490 5500 5490 5500 5490 5500 - 40 - 40 -40 - 20 - 20 2+40 2+20 -20 2+00 20 40 20 40 20 - 40 -20 5490 - 40 5500 5490 -20 1 +80 40 20 40 C \ / n m Oi O� a a N N 1+60 20 40 - 40 - 20 1 +40 20 40 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5500 5490 -40 - 20 a rn m rn a a NDN 20 40 5490 0500 5490 1500 490 500 490 5500 5490 500 5490 ;00 1.90 5500 )490 -40 40 -20 4+00 3+80 20 40 V N ^V N O an N 20 0 20 3+60 40 40 -40 -40 - 20 - 40 -20 - 20 3+40 3+40 20 40 - 20 3+20 3+00 c -20 20 20 2+80 20 40 20 40 5500 5490 40 40 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 -40 5+40 -20 5+20 c_ 5500 _ 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 -40 - 20 20 40 5+00 20 40 -40 - 20 0 4+80 (+1 20 40 -40 - 20 4+60 20 40 -40 m a w - 20 0 20 -40 - 20 4+40 N o 0 4+20 20 -40 - 20 20 40 40 40 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5490 5500 5500 5500 5500 5490 5500 5490 5500 549(1 550C) 5490 6+80 -40 -2D -40 -40 -20 6+60 n o ON 6+40 2) 40 20 0 N N -20 0 20 6+20 40 40 -40 - 40 - 40 -40 -20 6+00 20 40 20 -20 5+80 5+60 20 20 40 40 -20 20 40 5500 5500 5500 5500 5490 5500 5490 5500 5490 5500 5490 CROSS-SECTIONS SCALE: 1" = 40' HORZ. 1" = 20' VERT. 5510 5500 5510 5500 5510 5500 5510 5500 5500 5500 5500 -40 -40 -40 -40 8+20 -20 8+00 20 40 -20 7+80 20 40 -20 N N 0 7+60 0 20 40 -20 7+40 20 40 -40 -20 7+20 20 40 -40 -20 7+00 20 40 a n N -40 -20 0 20 STRIP AND STOCKPILE TOPSOIL AND VEGETATION FROM ALL ROADWAY CONSTRLCTION AREAS. PLACE TOPSOIL ON ROADWAY CUT AND FILL SLOPES AND ALL OTHER AREAS DISTURBED BY CONSTRUCTION. SEED ALL DISTURBED AREAS AS DIRECTED BY THE OWNER. 5\-0 40 5510 5510 5500 5500 5510 5510 5500 5500 5510 5510 5500 5500 5510 5500 5510 5500 5510 5500 5500 5510 5500 5500 5500 5510 5500 9+60 -40 -40 -40 -20 0 20 9+40 7-N/ a •- N -20 0 20 -20 -40 -40 - 20 - 20 9+20 40 40 0 9+00 20 20 8+80 20 8+60 40 40 -40 -40 -20 0 8+40 20 40 -20 N 0 20 40 5510 5500 5510 5500 5510 5500 5510 5500 5510 5500 5510 5500 5510 5500 5510 5500 5510 5500 11+00 -40 -20 10+80 20 40 -40 -20 cri 10+60 5510 5500 5510 5500 5510 5500 5510 - 5500 5510 5500 -40 -20 20 40 Ngl 10+40 20 40 5510 5500 5510 5500 5510 5500 -40 -20 33) 0 10+20 20 40 -40 -20 10+00 20 40 -20 9+80 20 40 -40 -20 20 40 5510 5500 5510 5500 5510 5500 5510 5500 5510 12+20 Q -20 12+00 20 5510 5500 5510 5500 5510 5500 5510 5500 11+80 40 40 -40 -20 0 11+60 20 40 -40 -20 0 11+40 20 40 -40 -20 0 11+20 20 40 -40 -20 0 20 MINIMUM 20' ROADJAY SURFACE 11110, 4" OF 3/4—INCH ROADBASE GRAVEL ON 6" OF PIT RUN GRAVEL (3"—MINUS IF PREFERRED) 3% CROWN OR SUPERELEVATION 3% CROWN OR SUPERELEVATION FILL COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY TYPICAL Cfl\pg-SECTION 4.5' DITCH 40 5510 5510 5510 5500 5510 5500 5510 5500 5510 5500 APPROVED FOR CONSTRUCTION CO Z 11- Z Z CN 0 NI ro cn > z ci co („) cn I (I) z cn cc0 > ott CC 0 LU cc REVISIONS 6/19/00 GRAVEL FOR TYP. DATE 12/10/99 SCALE VARIES ENG NEER P. BLAU DWG FILE 455—ROAD JOB 455-01 SHEET OF 5 SHEETS