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F) Appendices Newmont I County Road 82 Guardrail Analysis <br /> J <br /> Appendix B: Typical Cross Section <br /> 10320_.,_ a .._.._ ..__.__-.._. 10320 <br /> 10300 10300 <br /> 1--,3.8.1 <br /> 5.3 <br /> 39a ,0" <br /> 10280 <br /> 10280 _ a5:1 <br /> 10260 _ _.___1 __-..-_. .._. ___-_. ..... _.!. 10260 <br /> \ • <br /> h� <br /> $ 17.3:1 155.74' <br /> 10240 - -- +3'3'1_ .____ 10240 <br /> 10220 . . 10220 <br /> 10200 --f <br /> ----- ... ..-.. __0 — <br /> STA.5+00 <br /> 10140 -_....--. _._.- - _..___ _-. __- -- 10140 <br /> -300 -280 -240 -200 -160 -120 -80 -40 0 40 50 <br /> hdrinc.com 2060 Briargate Parkway,Suite 120,Colorado Springs,CO 80920-1045 <br /> -(719)272-8800 <br /> 6 <br />