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LEGEND: <br />Existing Surface Rut Plane 0.10' depth AC <br />Const <br />-6' 30 <br />is Existing <br />END: <br />Seal Existing Crack Plane raised washboard __ Limits of Clearing <br />and Grubbing <br />Condition Exist perpendicular to travel way. 1 Width - Refer to tables <br />2't 62t 2` -- Sheets 9-10 <br />--- Plane raised r <br />washboard L <br />Surface Surface ". <br />Rut- <br />- - - <br />i Existing Seal Existing <br />�- `/\\V Surface L -- - Crack - -J Existing Roadway <br />Existing Roadway SHOULDER DETAIL <br />Plane 0.10' <br />Plane 0.10' depth AC depth AC from <br />from the Lip of Gutter the pavement <br />Match Existing Existing surface at the <br />Cross Slope Roadway Centerline <br />PLANING ASPHALT CONCRETE PAVEMENT DETAIL <br />Road District 1 - Eastbound Lane: <br />Approximately 200' West of the <br />IP of Waterloo Road and Filbert Street <br />Road District 2 - Westbound Lane: <br />Approximately 200East of the <br />IP of Waterloo Road and Filbert Street <br />4' Min <br />Existing Surface <br />0.50' Asphalt Concrete (Type B) <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Width (4' minimum). Approximate <br />-9 dimensions used for estimating <br />Q purposes are available upon <br />request. Dimensions and locations <br />are subject to change at <br />Engineer's discretion. <br />NOTE: <br />Planing of AC Concrete <br />pavement shall be paid <br />for at lump sum price <br />under Cold Plane Fine <br />Grinding item of work, <br />Conform to <br />EP (Typ) <br />COUNTY OF SAN JOAQUIN <br />PROFILE VIEW <br />PLANE RAISED TANSVERSE <br />BLOCK CRACK WASHBOARDS DETAIL <br />Road District 4 - Front Street: <br />Market Street to State Highway Route 26 <br />Asphalt Concrete (2" Thick) <br />(3/8" max aggregate size) <br />lee <br />it I� II �1 <br />Line or <br />saw cut <br />Dri winfd 3Ahould V 3 <br />nF wvaa�lk�r;n'"�� 4vuKt*&ino The Rft OY <br />f1ir*a�, —► <br />Non -Project Street <br />Non -Project Street <br />TYPICAL INTERSECTION <br />LEGEND: Note: <br />Slurry seal coat shall not be applied <br />Slurry Seal to stamped asphalt crosswalks <br />(See Sheet 11 for locations), <br />NO SCALE I CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Juan Acevedo 09/12 �� "�/,�oL ��� <br />with AC Dike <br />12" Survey Monument <br />meter Frame & Cover <br />Mon See SJCO Std CW -M1 <br />Slurry Seal Coat <br />8 <br />4! i <br />" OD PVC pipe <br />Existing Survey Monument � �j�'bi' � Undisturbed <br />(to remain in place)-,/�Li���- basement soil <br />SURVEY MONUMENT BOX INSTALLATION DETAIL <br />NOTES: <br />(] Elevation of frame shall match finished grade of pavement Ye"±. <br />Q2 Place Class 3 PCC collar around monument frame. <br />Road District 1: IP <br />Road District 2: IP <br />of <br />of <br />'B' Street and Clover Lane <br />Cardinal Avenue and Ardelle Avenue <br />Road District 4: IP <br />of <br />Alfalfa Street and Grace Street <br />IP <br />of <br />Elm Street and First Street <br />IP <br />of <br />Front Street and Duncan Road <br />IP <br />of <br />Front Street and Ione Street <br />IP <br />of <br />Harrison Street and Daniel Street <br />IP <br />of <br />Harrison Street and Grace Street <br />SLURRY SEAL 2013 <br />(Road Districts 1, 2, and 4) <br />Sheet No. <br />8 of 11 <br />