Laserfiche WebLink
I <br /> j <br /> Limits of Clearing & Grubbing, Earthwork Const. <br /> 8' 4' 16' 12'--- 4' 4' �6' <br /> 7r7 <br /> Const. <br /> F E.P. (Typ.) <br /> Widening Survey Widening 12' <br /> 1 .0' —1 0' Trace. Direction & <br /> ®0.00'-2.1 2' � Width of Lane �iyp.) -- <br /> �� Edge o(Typ) Way <br /> `2% ® 0.25'-0.35' �,�. <br /> 5% ® 8% / Conform <br /> Conform <br /> _ —Existing Eience to <br /> 'emain in place <br /> <, 0.90' Asphalt Concrete to <br /> 12' <br /> (Widening) 0.90' Asphalt Concrete-- <br /> 0.20'- 1 .0't Asphalt Concrete (Widening) T� <br /> - <br /> (Overlay) <br /> Existing A C Surface Imported Borrow (Typ.), <br /> CE Thickness Variations <br /> Reduced width Sta. 6+00 to Sta. 7+50 <br /> Sta. 2+75 – Sta. 3+50 = 0.25' 0Refer to X–Sections for exact width. <br /> Sto. 4+00 – Sta. 4+50 = 0.30' Offset Dist. Survey TYPICAL TRAFFIC <br /> Sta. 5+00 – Sta. 7+88 = 0.35' Sta 5+00 = 0 40' Sto 7+00 = 1 87' Peter to Plan and Profile, Sheet No. 3 for /� <br /> Sta. 8+50 – Sta. 9+00 = 0.30' Sta. 5+50 = 1 .39' Sta. 7+ 50 = 1 23' X–Slope changes and superelevation transitions. LANE LAYOUT <br /> Sta 6+00 = 1 .96' Sta 7+88 = D.48' <br /> Sta. 9+50 – Sta. 10+25 = 0.25' Earth shoulder s'iope shall be increased to 8% <br /> Sta. 6+50 = 212' in areas of crowned pavement section. <br /> DESIGN DEgIGNATIONM. <br /> � M. <br /> (20 Year+2014) <br /> TYPICAL SECTION ���y y✓'P99�y <br /> A.D.T. 4800 T = 11% * Np. 9230-97 <br /> • <br /> Sta. 2+00 to Sta. 11 +00 D.N.V. 480 V = 60 MPH �9r civl� �Q <br /> ROADWAY EXCAVATION ASPHALT CONCRETE (TYPE B ) <br /> Location Quantity Location Quantity <br /> Sta. 2+00 to Sta. 1 1 +00 76 C.Y. Sta. 2+00 to 1 1 +00 1 , 102 Tons <br /> PLANING <br /> IMPORTED BORROW ASPHALT CONCRETE PAVEMENT <br /> Location Quantity <br /> Location Quantity Sta. 2+00 to Sta. 2+25 62 S.Y. <br /> Sta. 10+75 to Sta. 1 1 +00 62 S.Y. <br /> Sta. 2+00 to Sta. 11 +00 1 ,022 C.Y. Total 124 S.Y. <br /> 0 0 <br /> X <br /> w <br /> 0 <br /> Z_ <br /> w <br /> J_ <br /> V7 <br /> Z w <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED BATE ADF' 0\'E) D-JE C SHEET TOTAL o <br /> Sam Adiang ,�95 - yy_ _ - ---- -/- TYPICAL SECTION KAS.�ON ROAD RECONSTRUCTION NC, SHEETS <br /> Of oda t-3r-75 3/95 uta i� //�� `//J �/✓fir COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES C ) <br /> j% y 0.7 Mile N 0 Lorenzen Road 2 3 m <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> c:\kasson\plant <br /> i <br /> I <br /> i <br />