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LTRIW <br />RTRIW <br />LTRIW <br />RTRIW <br />L <br />T <br />FOOTHILL ENGINEERING <br />JAHANT COURT <br />5 <br />X -SECTIONS 2 <br />DATE:10 <br />1.7' I <br />1.7' <br />ETW <br />ETW <br />,!< �' <br />MICHAEL VLACH, P.E. <br />RCE NO.: C 57707 <br />EXP. DATE: 12/31/07 <br />100 <br />ETW <br />ETW <br />ETW <br />ETW <br />1'-3" <br />r2f <br />96.3' <br />-ff��B% I <br />96.7' <br />�� <br />8% <br />I <br />- - - <br />z36.9' <br />- - - <br />ff a o <br />a s a <br />97.59 - - - <br />- <br />95 <br />NEW 12 " C. M. P. <br />CUT=26.55SQFT I <br />FILL=O <br />I <br />CUT=4.48SQFT <br />FILL=1.01 SQFT <br />I <br />WITH CONC. <br />BACKFILL <br />CUT=0.72SQFT <br />FILL=38.35SQFT <br />RT <br />90I <br />sta <br />84,50 <br />sta <br />Inn <br />1 +00 <br />sta <br />3+50 <br />z <br />Y <br />7 <br />105- <br />12" C.M. <br />. PROFILE <br />i <br />� cn <br />0) <br />3� <br />` <br />loo <br />1.7' I <br />ETW <br />ETW <br />1.7' <br />ETW <br />ETW I <br />1.7' <br />ETW <br />ETW <br />I 2' <br />® <br />0Mn <br />Q U <br />o <br />31 <br />4:1 <br />> ' `� m <br />95 <br />96.3' <br />96.7' <br />-t77 <br />96.6' <br />- - - - <br />CUT=. 80 <br />96.99 <br />11 <br />V .o IO c' a' <br />��°, E <br />CUT=22.47SQFT <br />c7u, <br />FILL=35.78S FT <br />III 5. U a� a c <br />" - <br />0 Z o Q a <br />FILL -0 <br />FILL=.56SQFT <br />90uu <br />sta <br />84,00+ <br />sta <br />050 <br />sta <br />3+00 <br />105- <br />100 <br />1.7' I <br />ETW <br />I <br />ETW Inn <br />1.7' <br />I <br />ETW <br />ETW I <br />1,7' <br />ETW <br />ETW <br />2 <br />8% <br />8% <br />8% - <br />8% <br />3:1 _ <br />96.3' <br />96.3' <br />96.6' <br />�U <br />QF FT <br />96.99' <br />95- <br />_ SQ <br />FILL -22.2 <br />CUT=16.62SQFT <br />CUT=14.91 SQFT <br />FILL=O <br />FILL=O <br />90 <br />sta <br />7 <br />50 <br />IZI u <br />� <br />sta <br />2+50 <br />sta10+00 <br />105- <br />m4 dn �ff <br />100 <br />1.7' I <br />ETW <br />ETW <br />17' <br />ETW <br />ETW <br />1.7' <br />ETW <br />ETW <br />2' <br />-6-0/08% <br />8% <br />8% <br />9 5 <br />96.3' <br />96.3' <br />96.6' <br />FILL=7.783SQFT <br />96.99' <br />CUT=21.94SQFT <br />CUT=19.40SQFT <br />FILL=O <br />FILL=O <br />go, <br />sta <br />74,00 <br />� <br />I <br />sta9+50 <br />� <br />� <br />sta <br />2+00 <br />105- <br />4dnc <br />loo- <br />1.7' I <br />ETW <br />ETW I <br />1.7' <br />I <br />ETW <br />ETI I <br />1.7' <br />I <br />ETW <br />ETW <br />- <br />8% <br />8% <br />96.3' <br />-"0�_8% <br />96.7' <br />-� <br />8% <br />9595.91 <br />CUT=15.84SQFT <br />FILL=O <br />CUT=28.63SQFT <br />CUT=3.65SQFT <br />5 <br />. <br />C 57707 i <br />EXP 12-31-07 <br />FILL=O <br />FILL=4.41 SQFT <br />OFCµ� <br />go, <br />-9u <br />sta <br />6+50 <br />sta <br />Zj u <br />9+00 <br />sta11+50 <br />A/C AND CLASS 2 WERE NOT COUNTED AS FILL AREAS <br />REVISED <br />PER <br />COUNTY <br />REVIEW 9/8/05 <br />10131105, 1/17/06 <br />3/8/06 <br />SCALE. <br />V.ff <br />1 <br />II 51 H. 1 ,I 1 OI <br />O <br />Z <br />DESCRIPTION <br />COUNTY APPROVAL <br />AHANT COURT <br />APPROVED BY DATE <br />- <br />FOOTHILL <br />o o <br />-SECTIONS 2 <br />ENGINEERING <br />�p <br />W <br />TA 6+50 <br />[DRAWN <br />TO 13+50 <br />8442 STORY RIDGE WAY ANTELOPE, CA 95843 <br />PHONE (916) 729-5184 FAX (916) 729-5184 <br />MAI <br />Al <br />AlMRV <br />BY: <br />SCALE: DATE: <br />AS SHOWN <br />PAGE: <br />8/16/05 <br />416 <br />