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X <br />X <br />A *9 Anchor <br />Dowels, to <br />age 77— <br />t <br />X <br />- -------- <br />A A <br />A <br />X--- <br />X <br />x Provlde a slngle <br />conflnuous welded <br />ground bar In one <br />p/le at the Control <br />House & In the north <br />most p1le of Bent 24. <br />For locatlon of p1le <br />at Control HouseV <br />see "Control House <br />Plans & Sectlons" <br />sheet. <br />X X Length of anchorage <br />at control house, <br />typ 4 p1les only <br />F111 wIth Class B concrete <br />IOV 0 <br />2 <br />Hollow Core <br />1 <br />.7 <br />2,40 OCTAGONAL PILE <br />314 a //On <br />PIS Steel — <br />Q) <br />Clean out and fIll wIth <br />Class 8 Concrete 219 <br />after drIvIng <br />C <br />U DESIGN OVERSIGHT <br />'U <br />SIGN OFF DATE <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />a) <br />A <br />A <br />*9 tot /0 <br />A <br />C\j <br />V <br />*lOxIO'O" Dowels <br />tot /0 <br />/00 0 steel p1pe V4 wall <br />thIckness 8" long to retaln <br />epoxy mortar. <br />PIS Steel Strands placed SymmetrIcal <br />about Center of P/le (Typ) <br />*9 tot /0 <br />0 0.//71 <br />— <br />21011 <br />SECTION B-B <br />*J SpIral <br />Top PortIon <br />717: <br />A <br />B <br />*10xlOIO" Dowels <br />tot /0 <br />D <br />T <br />y UortGr <br />_,',�Form to retGIn Epox <br />A <br />C C <br />4) <br />Bottom PortIon <br />DOWEL SPLJCE <br />SECTION A -A <br />_'14 " = I / 0 a <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY J. MA <br />Senlor Enqlneer Date ApDroval Recommended By Date DETAILS BY <br />I I G. I IVIBSEN <br />FILE NAME DRAWER SHEET NO. BY <br />QUANTITIES J. MA <br />A <br />PIS Steel <br />2' Holes tot /0 to be <br />cast wIth spIral rldges <br />0 <br />*9 tot /0 <br />2`01' <br />SECTION C-C <br />X1.01 <br />Y <br />PILE SPLICE DETAILS <br />It = //ON <br />CHECKED <br />G. DINI <br />CHECKED <br />J. MA <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />Top of PIle <br />A <br />�0 I — — <br />i - <br />T <br />­fF <br />ry) <br />C\j <br />7t 3-7—:E i I — <br />Q) <br />C\j <br />0 <br />21011 <br />SECTION D-D <br />PIS Steel <br />2" Holes tot /0 to be <br />cast wIth spIral rIdGes <br />9 tot /0 <br />ANCHORAGE DOVIEL SPLICE <br />314 <br />ANCHORAGE NOTES <br />PIle shall be anchored to cap by elther use of <br />anchorage dowel splIces or by furnIshIng <br />Gda'ItIonal p1le length so that when p1les are <br />cut off at planned elevatIon, suffIcIent p1le <br />reInforcement w111 be exposed to prov1de <br />anchorage as detG11ed. <br />2. Anchorage dowels shall be placed and bonded <br />wIth epoxy mortar as spec/fled for plle spllces. <br />DOWEL SPLICE NOTES <br />/. Bottom p1le sectIon to be fIrmly held <br />before splIcIng mGy proceed. <br />2. Place form on bottom portIon of p1le so that <br />excess epoxy mortar at splIce w111 be retalned <br />and completely cover the JoInt. <br />J. F111 2" holes three -fourths full and coat the <br />JoInIng surface of the bottom portlon of the p1le <br />wIth epoxy mortar. <br />4. Insert top portIon dowels Into the holes In bottom <br />portIon of p1le ImmedIGtely. <br />5. DrIvInG to be resumed only after epoxy mortar has <br />cured. Heat mGy be used to cure. <br />6. PIle SplIce shall be located at m1d <br />PoInt t5l of the total Pfle length. <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUI N PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />CU <br />0 3 EA <br />DIST COUNTY ROUTE <br />10 S 1 <br />REGISTERED CIVIL ENGINEER <br />POST WILES SHEET TOTAL <br />TOTALPROJECT NO. SHEETS <br />26 105 <br />40 1 � 1,11A I <br />_�".T'DATE <br />PLANS APPROV L <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Road, Suite C <br />Sacramento, Ccll-fornla 95827 <br />V'9�ESS'44� <br />ENNIS D. PECCHI <br />Q3 <br />W <br />NO. 32049 <br />12/31/96 <br />Exp. <br />CIVIL <br />OF CN <br />0 R D D RAW' <br />".rrections By <br />. '1v P7�e-�Omnn(. sing This DrawngShould Vefity <br />e, 'te Of Wor< <br />GENERAL NOTES: <br />Lapped spllces In splralplle ReInf.shall <br />be lapped 216" m1n. SpIrGI p1le ReInf. La <br />a ends shall be termInated <br />splIces and L <br />by a 1,35* hook w1th 6" tall hooked <br />around G long1tudInal bar or strand. <br />2. Pf :�_ 345 k1ps, Prestress force after (711 losses. <br />J. Concrete Strength: fcl Lo 28 dGys 6,000 psl. <br />f1cl La transfer 4,000 psl. <br />4. All Concrete In PlIes shall contaln not less than <br />8 sacks of cement per cub1c yard. <br />BRIDGE NO. <br />29C- 108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST VILE <br />PILE DETAILS CLASS 80 <br />REVISION DATES (PRELIVINARY STAGE ONLY) <br />DISREGARD PRINTS BEARING SHE" <br />>_ I �!� ��j 0 6 -_4 10 - 121 1 <br />EARLIER REVISION DATES S9 S46 <br />,,�"9 3 1 - 9 3 <br />t_� 0uo�sl C__ 93 <br />