Laserfiche WebLink
Const. GENERAL NOTES <br /> I <br /> Limits of Clearing and Grubbing 1. Water valve frames and covers <br /> ' located within limits of work will <br /> *4' 12' 12' 12' 12 <br /> *4' be adjusted to grade by California <br /> Water Service after the project <br /> is completed. <br /> 2. Telephone manhole frame and cover <br /> located of the S.W. corner of "B" <br /> Conform Conform St., will be adjusted to grade by <br /> Vor Var. Var. Vo—r--a Pacific Bell after the project is completed. <br /> Var / , • dor. 3. Shoulder Backing width varies from 0' to 4'. <br /> Exact width and location of Shoulder <br /> --•--- - <br /> Backing material to be determined by the Engineer. <br /> " T'WW 0.04' A.C. <br /> 0.17' Asphalt Concrete <br /> .04' <br /> Shoulder Backing <br /> (Typ.) Existing Roadway DESIGN DESIGNATION <br /> EIGHTH STREET � a . '.• � DRAWIN (1D year — 2000) <br /> A.D.T. = 8,000 T = <br /> *See General Note No. 3 Sta. 9+65 to Sta. 32+95 <br /> 30 <br /> Bieghle Street to D Street D.H.V. = 800 V = 30 M.P.H. <br /> TYPICAL SECTION <br /> All Intunnatlan By Inspertl lg i .r t v <br /> 12' 12' <br /> Const. <br /> m <br /> n Limits of Clearing and Grubbing w w� <br /> y r V a a <br /> o u <br /> i Conform Existing Surface U <br /> Note: Asphalt Concrete Surfacing <br /> r not shown for clarity. <br /> M Finished surface shall � `—v"""`— <br /> v conform to lip of gutter. <br /> M Grading Plane .,„�,_, } _¢ �QQgOFESSfONgy <br /> M TYPICAL TRAFFIC <br /> Existing Curb, W' 'y m <br /> Gutter and Sidewalk N,, 21258 <br /> Dto remain in place. � Exp 9.3093 LANE LAYOUT <br /> M PLANING DETAIL 9rFOFCpUFaP� <br /> ��r�� Sta. 22+29t to Sta. 23+15t (Rt.) <br /> COUNT OF SAN JOAQUIN N❑ SCALE TYPICAL SECTION Q ' TM STREET RESURFACING Sheet No. <br /> n Bieghle St. to D St. 2 of 4 <br /> Drawn H Date Project Engineer Date Checked Date Submitted Date A proval Recommended Date <br /> B. y/s/ 5 /9i ��/tet //9i A&�„wK J I&d 9✓sh, f C_ wli—1 <br />