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Existing Culvert ��� New Class IV — EP Conform ® E.P. <br /> B � R.C.P_ Culvert l <br /> 33 Lf. <br /> 12"0 C.S.P. <br /> 24"0 <br /> 32 Lf <br /> S.D.I. 12"0 RCP' Conform <br /> 6" 12' Min. _ <br /> Minor Concrete thick I'. V` Existing Width <br /> t6 Lf. --- - Install Concrete Collar at <br /> 12"0 R.0 P connection to Existing Culvert I 0.30' Asphalt Concrete over shaped <br /> o <br /> � - Provide Place dbl. layersf .. and compacted native material. <br /> conc. collar W1.4xW1.4 welded wire fabric f`Bl �- ' Minor Concrete <br /> U Collar TYPE D <br /> NOTE: Portion of existing concrete driveway from <br /> SECTION A—A SECTION B-13 Concrete <br /> of pavement to 4' beyond shall be removed. <br /> Note: Concrete shall be saw cut to provide a neat straight <br /> v joint at the conform line. <br /> o Detail A Rim elevation of grate PIPE CONNECTION DETAIL Removal of concrete shall be considered as included <br /> No Scale shall be 0.10' below <br /> H surrounding ground elevation. in the contract Lump Sum unit price for Clearing and Grubbing. <br /> Miller <br /> T StationAvenue. <br /> 19+23 - 4'x16' (Lt.) <br /> S. D. I . AND PIPES CONNECTION DETAIL <br /> ^' m Sta. 22+073 (16'3Rt.) ® Elvin Ave. EP Conform ® E.P. <br /> m y <br /> H <br /> M <br /> 41 R R <br /> °n I <br /> 32 Lf. 12 321 Varies <br /> 12"0 C.S.P. <br /> o —Conform <br /> ------ lne.- - R = Conform ° over depth <br /> paved <br /> i 311 Lf 240 __ --.-- -=__- existingradii <br /> a 12"0 R C P. SDI. Variable h Asphalt Concrete <br /> rt (Class V) -mc P P <br /> Refer to S.P. D97A � i r Y driveway. <br /> _ wa . <br /> c 097E for <br /> TYPE E <br /> coupling details —R&D 2 Lf.t Damaged C.S.P. <br /> Provide <br /> and place 5 LE of 12.0 C.S.P. TYPICAL DRIVEWAYS conc. collar According with plans locations. <br /> f2 Lf. 4' Min. _ Existing <br /> 12"0 R.G.P. C. S. P . EXTENSION DETAIL e <br /> (Class IV) -sarface <br /> � Note: <br /> � 70 Detail B Rim elevation of grate <br /> shall be tion.10' below <br /> z No Scale surrounding ground elevation. 0.50 Asphalt <br /> F Concrete <br /> m S. D. I . AND PIPES CONNECTION DETAIL "°t <br /> A <br /> � Actual Width, length and locations <br /> m Ste. 22+251 (16'±Rt.) 0 Dana Ave. to be determined by the Engineer. <br /> PAVEMENT REPAIR DETAIL <br /> COUNTY OF SAN JOAQUINNO SCALET CONSTRUCTION DETAILS EAST STOCKTON STREETS RESURFACING PHASE 2 1 Sheet No. <br /> Walker Lane, Miller Ave.,Dana Ave.,Elvin ave., & Weber Ave. 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CKECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> /0/2001 .rcQt_ �s.feQ %'aQt ke1414, lo&mQ &a &/k/ <br />