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]ENGINEERING <br />DEPARTMENT <br />REVISIONS:26t Is <br />w�wsvnom❑ wrs. wrr. <br />PUT <br />e T ❑ <br />aaex ❑ <br />sc�xnnc <br />ceewT ❑ <br />PWT SHEET NO.: <br />26-30 26-31 <br />27-30 27-31 <br />SCALE: <br />NO SCALE <br />DRAWN BY: <br />E. JACOBSEN <br />66 DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE: <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />W <br />[s] <br />Q 71 <br />W <br />b W <br />W j]y <br />rS] � NWN <br />W <br />W > <br />r/ <br />I—I <br />W <br />.7 <br />El <br />F <br />DISTRICT: <br />STOCKTON <br />DATE: <br />04/05/22 <br />PROJECT ID.: <br />00124711 <br />DRAWING NO.: <br />STK-9191 R1 <br />BHT 11 OF 11 <br />­`dee �M11�i `f He%w <br />I <br />Z—P <br />s. 8w <br />_ �. L <br />�t3FF y� }} y(y�5 <br />v�� fit:," <br />1 �V <br />��� �N�� FLE5�4BG.E"'COrii15[IGfi II <br />�� ¢paWemem$ �sFmik W�1 �ffi9�liet"'ktif� :aKSsting povcltf@ti�w `I'dlln`imum <br />eW <br />) ,�[q tf"'{�tin e%istnpc� �idS$y 151Yn of 0,50 Ft. <br />,'�', dee'$ scfiiv$ iJf��kY�'P t5k W t7d' pibkerial' as approved by the Director <br />l� bf flill M117.iak`f:�I a i �a �+m$e��1o� to or better than the errs4ng <br />�"4�5roJr?!� nred' Mdse; Au d'Y. <br />iS 4�7 pM � � � M and9'! 'Ee '�esfied m= acaardonae with <br />� I ,�yy�y.S��itlf�?�' % ,�8}r(F� 4tianuals. [est' <br />0 pr <br />4; A$� eist� +$�$ i1r�F, sem" � � t �4 S+l% 41, x��ne1ti rates <br />S JetF#i� 3sit � $e� � }lie 1 �� <br />d � ; bit' fes; : u�Liat' Sba . <br />$, SS"Cielbp 5�iie`.WtY �}h FF...... �dr�l�l{�a�.p.�k2,F.1 .;4a�i�{! tt4��!�e �t6�" piE�FB,�tp�, <br />��r�r1Y1! � it�A f19df�j s- Y"'x *V},F}f'ft�Fti �iy' DV,�� 04 <br />owdo uo", ma 00"D mEl lie. eklwr PA the, 0 -mi W <br />di �,P{�QI1fi <br />*iB4$'tt�'i i31 115 ttYC; �Bl�f#9. <br />W TYPICAL -.TRENCH BACKFILk <br />' I�r COL/N" OT S,IN J(�:-1Qi(7/1F' <br />�/��yy,,������ { _ U�PAStTMFN ElIf PI RI prµtiq c�cA .._ _r <br />,Re.T'!�'Y GEC 20 x'�C�• W <br />NOTES: <br />1. If the distance between cross—cuts are less then 150' the entire area between <br />cors—cuts shall be planed and resur91 faced with one (1) inch of Asphalt Concrete. <br />2. The resurfacing requirements shall be in addition to County Standard Drawing No. <br />R-29. <br />3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs within <br />the shoulder or lane, only that area shall be resufaced as shown. <br />formed on Local Roads at intervals less then 150' a Seal <br />4. If cross—cutting Is perall <br />Coat for that half of the roadway containing the trench can be used in lieu of <br />resurfacing. Section 2-5.03 (B-2). <br />a <br />c v <br />° <br />. SLI <br />U� U <br />c <br />o <br />N � U <br />° <br />�� o <br />Section 2-5.02 (B-1). <br />Area to be resurfaced with <br />Paved Shoulder�� <br />o ° <br />m <br />ccs <br />a ° w u <br />w <br />r <br />w <br />w <br />L <br />TRENCH CUTTING POLICY <br />LONGITUDINAL CUTTING <br />ApPraverl by: <br />r <br />Atn <br />0 <br />i <br />_ <br />COUNTY OF SAN JOAQUIN <br />�y <br />DEPARTND?NT OF PBBLIC WORKS <br />Std. Dwg. No. R-37 <br />Date: DEC 2014 <br />i <br />v <br />w, a <br />to <br />� w <br />r <br />L � <br />� <br />�%15�; <br />U <br />°w <br />L <br />NOTES: <br />1. If the distance between cross—cuts are less then 150' the entire area between <br />cors—cuts shall be planed and resur91 faced with one (1) inch of Asphalt Concrete. <br />2. The resurfacing requirements shall be in addition to County Standard Drawing No. <br />R-29. <br />3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs within <br />the shoulder or lane, only that area shall be resufaced as shown. <br />formed on Local Roads at intervals less then 150' a Seal <br />4. If cross—cutting Is perall <br />Coat for that half of the roadway containing the trench can be used in lieu of <br />resurfacing. Section 2-5.03 (B-2). <br />a <br />c v <br />° <br />. SLI <br />U� U <br />c <br />o <br />N � U <br />° <br />�� o <br />Section 2-5.02 (B-1). <br />Area to be resurfaced with <br />Paved Shoulder�� <br />o ° <br />m <br />ccs <br />a ° w u <br />w <br />r <br />w <br />w <br />L <br />TRENCH CUTTING POLICY <br />LONGITUDINAL CUTTING <br />ApPraverl by: <br />r <br />Atn <br />0 <br />i <br />_ <br />COUNTY OF SAN JOAQUIN <br />�y <br />DEPARTND?NT OF PBBLIC WORKS <br />Std. Dwg. No. R-37 <br />Date: DEC 2014 <br />i <br />v <br />w, a <br />to <br />� w <br />r <br />L � <br />� <br />� <br />U <br />°w <br />L <br />~ N <br />E° <br />i J U <br />` — <br />TRENCH CUTTING POLICY <br />A°Prosed by: <br />CROSS CUTTING OF <br />COUNTY ROADWAYS <br />Na <br />Re�san Des=d t,an Dote <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PLBLIC WORKS <br />Std. Dw No. qc <br />9' R -H6 <br />Date: DEC 2014 <br />NOTES: <br />1. The resurfacing requirements shall be in addition to County Standard <br />Drawing No. R-29. <br />2 If longitudinal Cuts are required on a Local Road a Seal Caat Can be used <br />for that half of the roadway containing the trench. Section 2-5.03 (B-1). <br />Area to be resurfaced with <br />one (1) inch Asphalt Concrete <br />overlay existing surtace to be <br />planed, to accommodate overlay. <br />Section 2-5.02 <br />� r---rPaved Shoulder <br />a <br />w <br />3' minimum. <br />If G3�, the remaining <br />pavement shall be removed <br />and replaced before <br />resurfacing. <br />Section 2-5.02 (B-1). <br />Area to be resurfaced with <br />one (1) inch Asphalt Concrete Area to be resurfaced with <br />overlay existing surface to be one (1) inch Asphalt <br />planed to accommodate Concrete overlay existing <br />overlay. Section 2-5.02 (B-2) surface to be planed to <br />accommodate overlay. <br />Section 2-5.02 (B-1). <br />w <br />w <br />TRENCH CUTTING POLICY <br />LONGITUDINAL CUTTING <br />ApPraverl by: <br />Atn <br />OF COUNTY ROADWAYS <br />No. Revision Description Dote <br />_ <br />COUNTY OF SAN JOAQUIN <br />�y <br />DEPARTND?NT OF PBBLIC WORKS <br />Std. Dwg. No. R-37 <br />Date: DEC 2014 <br />