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lS <br />v J <br />LTRIW <br />RTRIW <br />LTRIW <br />RTRIW <br />LT <br />FOOTHILL ENGINEERING <br />JAHANT COURT <br />105 <br />X -SECTIONS 7 <br />DATE:' <br />� . <br />f� ���� � �- RCE NO.: C 57707 <br />100 <br />I <br />ETW <br />ETW <br />ETW <br />ETW <br />ICI IASL VLACH, P.E. PATE,'. -12131107 <br />, RECORD DRAWING <br />1.7' <br />8% - <br />I I <br />4:1 I <br />1.7' <br />4:1 <br />I I <br />4:1 I <br />1 7' <br />8% - <br />- 8% <br />I NorChange Brections y <br />Date <br />9 5 <br />- <br />- - <br />- <br />- <br />95.9 <br />Any Person Using This Drawing Should Verify <br />All information By inspecting The. Ste. Of Work <br />CUT=5.00SQFT <br />FILL=2.95SQFT I <br />I <br />CUT=0.70 I <br />FILL=7.60SQFT <br />I <br />CUT=13.95SQFT <br />FILL=O <br />I RT <br />go, <br />sta 1too <br />I <br />I sta <br />+50 I <br />II sta <br />+ 00 <br />105-- <br />100 <br />I <br />I <br />I <br />I <br />I <br />ETW <br />ETW <br />1.7' <br />I <br />I I <br />1.7' <br />I <br />I I <br />1.7' <br />41 : I <br />4:1 <br />3:1 <br />9 5 <br />95:3' <br />CUT=12.94SQFT <br />FILL=0.72SQFT I <br />I <br />CUT=5.83SQFT <br />FILL=1.02SQFT I <br />I <br />CUT=2.82SQFT <br />FILL=2.44SQFT <br />90 <br />sta 04,50 <br />I sta+00 <br />Zv U <br />I <br />sta <br />+ 50 <br />105- <br />I <br />100 <br />ETW <br />E'er' <br />I <br />I <br />ETW <br />I <br />ETW <br />9524 <br />1.7' <br />4:1 - <br />I I <br />- 4:1 I <br />1.7' <br />�:1 _ <br />_ 31 <br />NEW 12"C. M. P. W/ <br />CONC. BACKFILL <br />v n D D o D <br />REMOVE EXIST. 12" <br />WITH CONC. BACK <br />I <br />CUT=13.41 SQFT <br />FILL=1.13SQFT I <br />I <br />CUT=0.36SQFT ul <br />FILL=16.54SQFT <br />v p v o p <br />C. M.P. <br />LL <br />go, <br />sta 0+19(CU/ <br />ertprofile)sta <br />+50 I <br />+sta 00 <br />105 <br />100 <br />I <br />i <br />ETW <br />I <br />ETW <br />954.3:1-� <br />ETW <br />1.7' <br />I <br />I I <br />1.7' <br />2:1 I <br />i <br />90 <br />CUT=53.03SQFT <br />FILL=O <br />I <br />CUT=2.64SQFT <br />FILL=3.15SQFT I <br />I <br />CUT=I.00SQFT <br />FILL=7.98SQFT <br />sta 04109 <br />I sta <br />+00 I <br />I <br />sta <br />44+50 <br />105 <br />I <br />I <br />100 <br />I <br />ETWETW <br />I <br />---- ------- <br />1.7' <br />: I <br />I I <br />1.7' <br />4:1 <br />3195 II <br />_ <br />F <br />oe q { <br />U <br />% <br />CUT=3.34SQFT I <br />FILL=2.51 SQFT <br />I <br />CUT=1.05SQFT J1 <br />FILL, 3.01 SQFTI <br />57707 r <br />EXP 12-31-07 <br />"'FoCIVOL <br />90 <br />( � <br />sta0+00stasta <br />% <br />1 +50 <br />4+00 A/C AND CLASS 2 WERE NOT COUNTED AS FILL AREAS <br />SCALE: <br />V.6 <br />REVISED PER <br />1 5/ H • 1 11 1 0 / <br />COUNTY REVIEW, 9/8/05, 10/31/05 1/17/06 3/8/06 <br />DESCRIPTION <br />COUNTYAPPROVAL JAHANT COURT <br />X <br />SECTIONS <br />' . <br />Z <br />APPROVED BY <br />DATE <br />FOOTHILL <br />o cn o <br />X -SECTIONS 1 <br />ENGINEERING <br />LLJ' ° <br />E ° <br />STA 0+00 <br />TO 6+00 <br />8442 STORY RIDGE WAY ANTELOPE, CA 95843 <br />PHONE (916) 729-5184 FAX (916) 729-5184 ° <br />° <br />DRAWN BY: MRV <br />SCALE: AS SHOWN DATE: 8116/05 PAGE: 3/6 <br />