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ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />T n"o <br />aaex ❑ <br />sc�xnnc <br />eennre ❑ <br />PWT SHEET NO.: <br />STK 32-33 <br />SCALE: <br />N/A <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE: <br />0/4/22 <br />CHECIfED HY: DATE: <br />,D,4/22 <br />APPROVED BY: DATE- <br />CROSS <br />ESS/oN <br />M RO yyQ�2l <br />c <br />a� z <br />EXP. 06-30-23 <br />*sT,9T CIVIC ���\P* <br />f OF CA0� <br />W <br />� o <br />x � <br />CID <br />E_ <br />e <br />w <br />UD <br />0 <br />i w <br />a � <br />z z � <br />� x w <br />w <br />w <br />Pal <br />a <br />El <br />H <br />DISTRICT: <br />STOCKTON <br />DATE: <br />10/04/2022 <br />PROJECT ID.: <br />00127376 <br />DRAWING NO.- <br />STK-9223 R1 <br />BHT B OF D <br />EF F5 <br />PUT <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 resurfaced 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 Ione, only that area shall be resufaced as shown. <br />4. If cross -cutting Is performed on Local Roads at intervals less then 150' a Seal <br />_ jceU�y� -0Y 1j RP. F - �A/ fit f dt <br />Coot 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 />3' minimum. <br />m eta n Rse e <br />If <3�, the remaining <br />R,n a <br />pavement shall be removed <br />r a o ulaA "i -.i:n <br />jmo° <br />resurfacing. <br />.x <br />s o <br />P <br />.1, <br />� �3n <br />Paved ShoulderQ <br />�, u <br />00 <br />uVn� r� <br />planed t0 accommodate / Concrete overlay existing <br />overlay. Section 2-5.02 (B-2) surface to be planed to <br />-ef . <br />w I °vim <br />r 1t <br />Gate Valve <br />L <br />s. <br />Approved by. <br />Thrust block <br />a <br />Re.ean ae==� Ba� <br />oat= <br />L <br />\ ; <br />' 'r#tat�g ���rQ�G <br />T <br />t <br />COUNTY OF SAN JOAQUIN <br />D9PAATMENI OFPOBISC WORK9 <br />a i <br />std. Dwg. No. R-37 <br />Dote: Dec iota <br />o I <br />z <br />d <br />N <br />r <br />L <br />T <br />oU <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />T n"o <br />aaex ❑ <br />sc�xnnc <br />eennre ❑ <br />PWT SHEET NO.: <br />STK 32-33 <br />SCALE: <br />N/A <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: DATE: <br />0/4/22 <br />CHECIfED HY: DATE: <br />,D,4/22 <br />APPROVED BY: DATE- <br />CROSS <br />ESS/oN <br />M RO yyQ�2l <br />c <br />a� z <br />EXP. 06-30-23 <br />*sT,9T CIVIC ���\P* <br />f OF CA0� <br />W <br />� o <br />x � <br />CID <br />E_ <br />e <br />w <br />UD <br />0 <br />i w <br />a � <br />z z � <br />� x w <br />w <br />w <br />Pal <br />a <br />El <br />H <br />DISTRICT: <br />STOCKTON <br />DATE: <br />10/04/2022 <br />PROJECT ID.: <br />00127376 <br />DRAWING NO.- <br />STK-9223 R1 <br />BHT B OF D <br />EF F5 <br />PUT <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 resurfaced 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 Ione, only that area shall be resufaced as shown. <br />4. If cross -cutting Is performed on Local Roads at intervals less then 150' a Seal <br />Coot 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 />3' minimum. <br />If <3�, the remaining <br />pavement shall be removed <br />jmo° <br />resurfacing. <br />s o <br />� �3n <br />Paved ShoulderQ <br />�, u <br />00 <br />planed t0 accommodate / Concrete overlay existing <br />overlay. Section 2-5.02 (B-2) surface to be planed to <br />w I °vim <br />r 1t <br />Gate Valve <br />L <br />TRENCH CUTTING POLICY <br />LONGITUDINAL CUTTING <br />OF COUNTY ROADWAYS <br />Approved by. <br />Thrust block <br />�� <br />Re.ean ae==� Ba� <br />oat= <br />L <br />\ ; <br />' 'r#tat�g ���rQ�G <br />T <br />t <br />COUNTY OF SAN JOAQUIN <br />D9PAATMENI OFPOBISC WORK9 <br />a i <br />std. Dwg. No. R-37 <br />Dote: Dec iota <br />o I <br />z <br />d <br />N <br />r <br />L <br />T <br />oU <br />L <br />FIRE HYDRANT ASSEMBLY <br />Approved by. <br />E o <br />� U <br />NR. <br />" <br />TRENCH CUTTING POLICY <br />Approved by: / <br />CROSS CUTTING OF <br />COUNTY OF SAN JOAQUIN <br />COUNTY ROADWAYS <br />nPP4RTMFM OPPa9I iC WOR.— <br />No. <br />Re.eo= D-6,two <br />oat= <br />f <br />Date: DEC 2Dt4 <br />COUNTY OF SAN JOAQUIN <br />\ '. . . � <br />DCPARTMLNi OI'PODISC WORK$ <br />Dote: Dec sola <br />std. Dwg. No. R_86 <br />or <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 Coat 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 surface to be <br />planed, to accommodate overlay. <br />ion 2-5.02 (B-2). <br />SectEt <br />Paved Shoulder <br />�I <br />C 7 �_ 1 / <br />3' minimum. <br />If <3�, 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 t0 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 />Gate Valve <br />� <br />TRENCH CUTTING POLICY <br />LONGITUDINAL CUTTING <br />OF COUNTY ROADWAYS <br />Approved by. <br />Thrust block <br />�� <br />Re.ean ae==� Ba� <br />oat= <br />NOTES: <br />\ ; <br />' 'r#tat�g ���rQ�G <br />1. Hydrant model to be approved by agency. <br />COUNTY OF SAN JOAQUIN <br />D9PAATMENI OFPOBISC WORK9 <br />2. See standards for proper location of hydrant. <br />std. Dwg. No. R-37 <br />Dote: Dec iota <br />i <br />T min <br />Hydrant 4" max <br />Pumper outlet <br />(Facing street) <br />O 8 <br />C 7 �_ 1 / <br />16�� min <br />20Standardvalve <br />-_4/-Hydrot <br />box4" <br />ClearanceMechanlcal <br />'T" <br />Joint <br />0 <br />V <br />Gate Valve <br />Thrust block Concrete block <br />Thrust block <br />TYPICAL ASSEMBLY <br />NOTES: <br />1. Hydrant model to be approved by agency. <br />2. See standards for proper location of hydrant. <br />3. Hydrant shall be clean and free of concrete. <br />4. Hydrants shall be painted yellow, in accordance with agency standards. <br />© 6" Iia PVC pipe (AWWA C-900 with DIP equivalent OD) <br />Fire hydrant laterals greater than 100 LF, shall have o gate valve installed <br />near the fire hydrant as approved by the agency. <br />7❑ Break -away spool with hollow break -off bolts (nut on bottom of connection to hydrant). <br />Expansion joint material where hydrant is placed in concrete. <br />9❑ Blue reflective marker shall be placed 12" towards hydrant from center of street. <br />1� Clow Valve Company breakoff check valve Model FBI 400A or equal. <br />FIRE HYDRANT ASSEMBLY <br />Approved by. <br />NR. <br />Revlon Deac: ton <br />DRfe <br />COUNTY OF SAN JOAQUIN <br />wddG/ )�.[ YOU <br />nPP4RTMFM OPPa9I iC WOR.— <br />Std. Deg. No. W-2 <br />Date: DEC 2Dt4 <br />