Laserfiche WebLink
TYPICAL SECTION <br /> EXIST R,W OS L 0 ROD EXIST R,W <br /> R W VARIES <br /> STANDARD CLEARING AND GRUBBING <br /> VARIES <br /> CONST. <br /> VARIES <br /> VARIES 8 " SHLDR 72 " 0 '_ 12 ' 14 ' VAR. 3 ' <br /> VAR. VAR. j SOD <br /> SOD [0 - 3 5 '- 8 " SOD <br /> 1 3 * <br /> PGP TYP. 2 "' M/SC REFER TO ON- SITE <br /> ASPHALT VAR ** GRADING PLAN <br /> VAR. 06 . 02 . 02 02_ <br /> i MAX \ <br /> 4: 6 ' <br /> EXISTING <br /> GROUND TIC TO <br /> 1 72 ` TYPE B STABILIZATION \ CANAL <br /> I MIN. LER 40 \ <br /> CURB AND GUTTER � <br /> VARIES (VARIES) VARIES - <br /> O '- 72 ' O '_ 72 ' <br /> � ■ <br /> REFER ON- SITE� <br /> CA, <br /> �GRADING PLAN <br /> 02 . 02 VAR *# <br /> *GUARDRAIL ALONG OSLO ROAD <br /> 6 " SHALL TYPICALL Y SE POSITIONED <br /> 72 '" TYPE B STABILIZATION 72 " TYPE B STABILIZATION 3 ' NORTH <br /> OF TOP OF CANAL <br /> MIN LHR 40 MIN. LBR 40J BANK, EXCEPT BETWEEN STA <br /> (STA. 214193. 41 TO STA. 220159. 09) (ARB�S)D GUTTER 205+ <br />9552 TO STA 207175. <br /> NOTES (STA. 215136. 93 TO STA. 216177, 11) **REFER TO CROSS <br /> SECTION <br /> 1. ASPHAL T CONCRETE SHALL BE APPLIED IN TWO LIFTS. (STA. 219110. 05 TO <br /> STA. 222149. 95) SHEETS <br /> FIRST LIFT SHALL CONSIST OF 1 1/2 ' OF S-1. SECOND LIFT <br /> SHALL CONSIST OF 1 " S-11/ <br /> 2 REFER TO OSLO ROAD PLAN AND PROFILE SHEETS FOR PA DEMENT DESIGN <br /> SELECT CURB AND GUTTER LIMITS <br /> NEW CONSTRUCTION• <br /> STA TION 205 + 95. 52 TO STA TION 232 + 82. > 3 TYPE S ASPHALTIC <br /> CONCRETE (2 112 ) <br /> DESIGN SPEED = 50 MPH OPTIONAL BASE GROUP 7 <br /> POSTED SPEED = 45 MPH PAVED SHOULDER <br /> SAME AS NEW CONSTRUCTION PAVEMENT DESIGN <br /> R E V I S I DMS /nd'on RYk Coun/y ® ® � APPROVED fdi SCALL N <br />O. <br /> ©Pon vee woA, ® s TYPICAL SECTION <br /> OAIE BY DESCAIPIIOR DALE N DESCRIPnON KWLEYvw BY: <br /> S S A M P Jm�r W. Pons, P.C.. 0/ M Kimley-Hom and Associates Inc. DRA�D,c <br /> NO. OSLO ROAD 3 <br /> r.[ rv..a uo„oyv 03508TYP <br /> 0 Kc ,• W� and Am" to, nc lm] DALE <br />