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GENERAL NOTES <br /> Const. <br /> 1 . The Contractor shall conduct his Earthwork and Shoulder <br /> Refer to 12' 12 Refer to Backing operations as to not obstruct existing drainage. <br /> Shld. Details Shld. Details 2. All earthwork, except for finish grading of shoulders and <br /> placement of "Shoulder Backing" material, shall be completed <br /> LEGEND 1 22' Pavement Reinfo cing Fabric prior to placing final layer of Asphalt Concrete Overlay. <br /> • See General Note 5 I 3. R-Value and Sand Equivalent requirements shall be waived <br /> for Imported Borrow material. <br /> * 0. 15'-Sta. 0+65t to Sta. 10+00 <br /> 4. Graveled Shoulder shall be constructed by uniformly placing <br /> * 0.30'-Sta. 10+00 to Sta. 55+73t "Shoulder Backing" material at a rate of 3 tons per station <br /> Graveled Shoulder - See General Note 4 • Var. • Var. (each side). The completed graveled shoulder shall be flush <br /> `— ----------- with the edge of pavement. <br /> ■ Limits of Asphalt Concrete Planing- / �, / / ; 5. Where superelevations exist on horizontal curves, the new <br /> See Planing Detail, Sheet No.4 ' surface slope and drainage shall conform to existing. <br /> Limits of Mailbox Relocation. - - _ -w 6. Asphalt Concrete shall be placed as noted below: <br /> *Asphalt Concrete Overlay 0. 15' A.C. Thickness- One (1 ) layer with Pavement <br /> Reinforcing Fabric on the existing pavement. <br /> Existing Roadway 0.30' A.C. thickness- two (2) layers of approximate equal <br /> thickness with Pavement Reinforcing Fabric between the layers. <br /> TYPICAL SECTION 7. Placement of the first layer of Asphalt Concrete Surfacing <br /> shall not begin until Asphalt Concrete used in Pavement <br /> Sta. 0+65t to a. 55+73f repair has been in place for a minimum of 36 hours. <br /> 8. Asphalt Concrete used for Pavement Repair shall be placed <br /> in layers which do not exced 0.50' in compacted thickness. <br /> 9. Water valve frames and covers located in the shoulder area <br /> will be adjusted to grade by California Water Service after project <br /> is completed. <br /> Const. Const. <br /> V--� Limits of Clearing & Grubbing I - A��Limits of Clegring Grubbing <br /> Earthwork Misc. Areas <br /> 12' 4' 4' 12 4'- 4' <br /> 0.08' <br /> A.C. Conform Conform <br /> Vor. 9 Existing Ditch <br /> See General Note 1 <br /> Var. Depth Import Borrow <br /> Shoulder Backing <br /> SHOULDER SCHEDULE <br /> SHOULDER DETAIL 1 SHOULDER D Shoulder Detail AIL 2 Sta. to Sta. Left Right <br /> 0+65 to 11 +00 1 1 <br /> 11 +00 to 11 +25 1 2 <br /> 11 +25 to 50+89 2 2 <br /> 50+89 to 51 +85 3 2 <br /> 51 +85 to 53+71 3 3 <br /> r 53+71 to 55+73 3 4 <br /> Const. Const. <br /> Limits of Clearing & Grubbing Limits of Clearing & Grubbing <br /> 12' V81ab� e 12' Variable 2' <br /> I I <br /> 0.08' A.C. Conform <br /> 0.08' A.C. <br /> V (Conform to Lip) Var.I A.C. Dike <br /> or -. � <br /> Exist C. & G. <br /> SHOULDER DETAIL 3 SHOULDER DETAIL 4 z <br /> x <br /> W <br /> 0 <br /> I Z <br /> N W <br /> z J <br /> DRAWN BY DATE SHEET TOTAL <br /> �F90 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE TYPICAL SECTION and BROADWAY RESURFACING NO. SHEETS <br /> -9 <br /> Z8/ � �i8�� �/q� COUNTY OF SAN JOAQUIN SCALE: No Scale PROJECT Fremont Street to Waterloo Road <br /> � / SHOULDER DETAILS 2 4 <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> ROMROM8 Is T3 331 C:\Broadway\sheet2 <br />