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Const. <br /> GENERAL NOTES <br /> i. The Asphalt Concrete Resurfacing shall be placed in two <br /> Limits of Clearing and Grubbing, Mailbox Relocation and Earthwork (Mist. Areas) (2) layers of approximate equal thickness with pavementreinforcing fabric on existing or prepared surface. <br /> 12' 12' 2, All Pavement Repair must be completed 12 hours prior <br /> —2--4'— 11 t 11. t 0'_2' <br /> placement of asphalt concrete surfacing. <br /> Var. Var. 4 2 3. Shoulder Backing material at all radii shall be blended <br /> with the top 6" of native material as directed by the <br /> 22' Pavement Reinforcing Fabric Engineer. Limits of this work shall be confined to the <br /> 0.25' Asphalt intersection radii plus 50' each direction. Payment <br /> E E for blending shall be considered as included in the <br /> o Concrete Overlay o unit price paid for shoulder backing. <br /> 2% 2% w <br /> Si o 4. All earthwork (except for final lift of shoulder backing) <br /> c� -���y�, - .V; c� shall be completed prior to plating the final layer of <br /> __ ✓ _ -} asphalt concrete. No shoulder backing shall be deposited <br /> - LExist. Roadway -� Reinforcing jai - or drifted on the final lift of asphalt concrete surfacing. <br /> 0.40' ngA.C. Fabric -1 5. The contractor shall conduct the shoulder backing <br /> Widening Excess Material <br /> (Typ )© ETYPICAL SECTION (from Roadway Excavation) operations so as not to disturb any existing drainage. <br /> arthwork IMUEarfhwork <br /> (Mist. Areas-Type i) Sta. 156+62 t0 Sta. 264+62 (Mist. Areas-Type 1) <br /> a O 2' Stu. 198+00 to Sta. 211+00 Lt. <br /> © Widening only from DeVries Rd. to Davis Rd. <br /> No C <br /> Const. <br /> COfI1St. <br /> g l�-r1-12' 4• ©0 Var. Val. 3' <br /> i I Finished <br /> Surface <br /> n I 2% ' 8% Imported E <br /> Borrow `o <br /> o I <br /> o -- <br /> o Left Side I ------ IIID II II III-i - " Var. g9_ <br /> ® 8' Sta. 211+00 to Sta. 224+00 0.25' Shoulder J I_ 'L=i_I 11-1111111 . I -1i�11 -III_ 2 Conform <br /> 4' Sta. 224+00 to Sta. 234+00 Backing (Ty ._Ili- =L _ <br /> v u, 0 2' Sta. 234+00 to Sta. 242+49 <br /> w1 "_' Riaht Side - _(Misc. Areas-Type 2) I 6" X 8" <br /> z ® 6' Sta. 211 +00 to Sta. 231 +78 Wood Post <br /> P 4' Sta. 231 +78 to Sta. 238+50 (6'-0" Long) Imported Borrow <br /> 8' Sta. 236+50 to Stu. 242+49 DETAIL 1 <br /> DETAIL 2 <br /> Sta. 241 +49 to Sto. 242+49 (Lt. & Rt.) <br /> Sta. 251 +22 to Sta. 252+22 (Lt. & Rt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION PELTIER ROAD RESURFACING Sheet No. <br /> (DeVries Rood to Bender Road) 2 of 6 <br /> DRAWN BY DATE PROJE GINEER DATE C DATE APPROVAL RECOMMENDED DATE <br />