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R/W CONST . & R/W <br /> GENERAL NOTES <br /> 40 ' 40 ' R/W 1 . EXISTING DRAINAGE FACILITIES <br /> SHALL REMAIN IN PLACE UNLESS <br /> 7 . 5 ' 8 22 ' 22 ' 8 ' 7 . 5 ' OTHERWISE NOTED . THE CONTRACTOR <br /> SHALL CONDUCT EARTHWORK <br /> OPERATIONS SO AS NOT TO MODIFY OR <br /> 8 ' AC * ❑2 0 8 ' AC * OBSTRUCT THE EXISTING DRAINAGE . <br /> PLANING 5 , 1 5 , PLANING 2 . ASPHALT CONCRETE USED FOR <br /> PAVEMENT REPAIR SHALL NOT BE <br /> RAISEDiMEDIAN 0 . 10 ' PLACED IN LAYERS WHICH EXCEED <br /> VAR VAR VAR ( TYP ) 0 . 50 ' IN COMPACTED THICKNESS . <br /> - - - — - - - - - AR <br /> — —� _ _ _ = 3 . PLACEMENT OF ASPHALT CONCRETE <br /> VARIES - - - - — — - - - - - + - - - - — — - - — — — — — — — — — — — — — — — � _' <br /> — SURFACING SHALL NOT BEGIN UNTIL <br /> 3 —7 � 0 . 17 ' THE ASPHALT CONCRETE USED IN <br /> 0 EXIST AC OVERLAYPAVEMENT REPAIR HAS BEEN IN <br /> CONFORM EXIST PLACE FOR 24 HOURS . <br /> cG&sw WOODHAVEN LANE CG&SW <br /> STA 130+17 TO STA 138+11 4 . SURVEY MONUMENT FRAMES AND COVERS <br /> SHALL BE ADJUSTED TO FINISHED <br /> GRADE . EXACT LOCATIONS TO BE <br /> R/W CONST . <br /> DETERMINED BY THE ENGINEER . <br /> R/W <br /> 1 45 ' R/W <br /> 35 ' 5 . ALL EXISTING TREES , SHRUBS , <br /> 3FENCES , CONCRETE WALKS AND OTHER <br /> j 2 ' 7 . 5 ' AC WIDENING VARIES 0 ' -26 ' 18 ' 8 ' 7 . 5 ' FRONTAGE IMPROVEMENTS ARE TO <br /> STA 146+50f TO STA 148+63f <br /> REMAIN IN PLACE UNLESS OTHERWISE <br /> 8 ' 18 ' 5 '—� <br /> ❑2 ❑ 8 ' AC6 . NOTED . <br /> * PAYMENT FOR REMOVAL AND DISPOSAL <br /> PLANING OF DRAINAGE PIPES SHALL BE <br /> 1❑ 5 ' 5 ' CONSIDERED AS INCLUDED IN <br /> CONFORM RAISEDiMEDIAN 0 . 10 ' CLEARING AND GRUBBING . <br /> VAR VAR ( TYP ) <br /> VARVAR 7 . IMPORTED BORROW ( TOPSOIL ) SHALL <br /> BE PLACED IN CONFORM AREAS WITH <br /> — — — — — — — - J EXISTING SOD FRONTAGE AND AS NEEDED <br /> 0 . 17 ' FOR CONFORM AS DIRECTED BY THE ENGINEER . <br /> NEW 0 . 50 ' AC BASE AC OVERLAY EXIST <br /> CG&SW WIDENING WOODHAVEN LANE CG&SW <br /> 2 ' 7 . 5 ' <br /> STA 138+11 TO STA 148+86 <br /> 1 <br /> CONFORM W.I.D. BRIDGE <br /> STA 148+86 TO STA 149+48 <br /> HJT = = = = T - - - - <br /> i <br /> - - — — — — — — — — — — — — — — — — — � <br /> NEW <br /> CG&S R/W CONST . & R/W EXIST <br /> i <br /> 40 ' 40 ' R/W CG&S <br /> 7 . 5 ' 6 ' 18 ' 18 ' 6 ' 7 . 5 ' 2 ' STA 149+48 TO STA 151 +75 <br /> STA 156+10 TO STA 167+97 -T <br /> STA 166+48 TO STA 169+00 <br /> i <br /> LEGEND 8 ' AC* <br /> PLANING El* SEE AC PLANING DETAIL SHEET X-2 010 ' ( TYP ) <br /> SEE LAYOUT SHEETS FOR LOCATIONS . ( TYP ) CONFORM ` <br /> 1 MATERIAL USED IN CONFORM AREAS VAR VF AR V— ARS VAR <br /> SHALL MATCH EXISTING MATERIAL . = = = = �L �� - - - - - - - - — — — — - - '000 I� <br /> �2 - - - - - - <br /> — - — — — - - � <br /> SEE LAYOUT SHEETS FOR RAISED NEW <br /> MEDIAN LOCATIONS . 0 . 17 ' CG&SW <br /> EXIST AC OVERLAY <br /> F3 REFER TO LAYOUT SHEETS FOR CG&SW <br /> WIDTH VARIATIONS . CHESTNUT STREET/WOODBRIDGE ROAD STA 151 +75 TO STA 166+48 <br /> STA 149+48 TO STA 156+10 STA 149+48 TO STA 169+00 X- <br /> QROVESSi q� <br /> BEFORE EXCAVATING Revision Description Date By Pg01e MARK THOMAS & CO. INC. ~��� <br /> CALL U.S.A. DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT , T �^ <br /> ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 <br /> 800-227-2600 FOR REDUCED PLANNo. 38131 <br /> SACRA.tfENTO, CA 95826 <br /> 2 WORKING <br /> OLL FREE <br /> BEFORE ALL (916) 381-9100 * Exp. 3 31 0 * SAN JOAQUIN COUNTY, CALIFORNIA <br /> PLANNED WORK OPERATIONS 0 1 2 3 1 1 10, IL <br /> OF VCA`\Eo���F <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON SHEET <br /> SHEETS <br /> H. CARCIA 4of oz M SELLING a/of/oz C. ROCKWAY 4/01/02COUNTY OF SAN JOAQUIN SCALE: NO SCALE TYP I CAL SECT I ON <br /> WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 2 40 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />