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JF R/W Const. R/W GENERAL NOTES 25' l 25' __ - — 1 . Placement of Asphalt Concrete surfacing shall not begin until the Asphalt Concrete used in pavement repair has See Shoulder Detail I See Shoulder Detail been in place for 18 hours. 4' — 2' 14'-17' —+— 14'-17' - 2 4' y{ 2. Asphalt Concrete shall be placed in One (1) layer with '.. I Pavement Reinforcing Fabric placed on the existing -- 16'-22' Reinforcing Fabric--- pavement or prepared surface. 3. Gas & Water valve frames and cover to be adjusted after wo,. vor� completion"of project. 4. Hand Grinding of Asphalt Concrete Pavement will be --- _ -,y Existing Roadway F�._}�- ---J required at locations where water/gas valves, monuments and L- —. _ _- ___ __ _-__ -- - -- -- ____ _ _ __ — � maintenance holes are within planing limits. Existing Curb ` Typical Section 0.17' A.C. Overlay 5. Install Expansion Joints at beginning and end of new ^' Gutter and Sidewalk Curb, Gutter and Sidewalk. i Culpepper Place: Sto: 00+18 to Sto: 11+76) Douglas Road: Sta: 00+14 to Sto: 26+59) 6. All new Curb, Gutter and Sidewalk shall conform to the Vicksburg Place: (Sto: 50+60 to Sta: 63+95) existing flowline elevations, with a straight grade between McClellan Way: (Sta: 00+13 to Sto: 12+82) conforms. NSeward Way: (Sto: 00+13 to Sto: 12+68) 7. Street side Storm Drain Inlets shall be protected from c Cameron Way: (Sta: 00+13 to Sto: 12+70) liquid runoff sediments and chemical pollutant ;n a manner i Stanton Way: (Sto: 00+13 to Sto: 12+83) consistent with the requirements of the National Pollution Greeley Way: (Sto: 00+40 to Sto: 09+53) Discharge Elimination System (NPDES) General Construction g Permit. 8. Existing drainage facilities, fences, water valves, frames o ^' and covers, sprinkler heads, trees, shrubs and curb, gutter CO/7Sf '^ Limits of and sidewalk shall remain unless otherwise noted on the plans. —CO001W -- - Clearing and Grubbing— 9. Asphalt Concrete (Miscellaneous Areas) shall be placed Limits of # Existing Driveway ;n two lifts. Clearing and Grubbing �� 14"-16"� 1'i 2' Culverts covered with A.C. to remain 10. All Minor Concrete Work (Curb, Gutter and Sidewalk) (� 14 -17 2 -t 4' 8 -116 in place. that is to be removed shall be saw cut to the limits shown Vo. � on the plans. The cost of the saw cutting is to be included a� I vor .I----- in the Minor Concrete (Curb, Gutter, and Sidewalk) VOr�0 / !717�1 item of work. _T -- See L 11. Clean all existing Driveway Culvert (Pipes). Cost for cleaning Existing Curb, Gutter O is to be included in Clearing and Grubbing ;tem of work. -� Planing Detail at -O and Sidewalk 9 9 For Planingand Driveway Culverts d- to remain in place See Sheet 22 12. Part Circle Culverts and Steel Plating at driveways ore to � A.C. Misc. Area Details remain in place unless otherwise directed by the Engineer. o See Sheet 22 SHOULDER DETAIL AT 13. Reference to Class "B" concrete in these Plans or Special f DRIVEWAY CULVERTS Provisions shall be considered the some as Class 3 Concrete. (� n (All Streets) 14. Order of Work: Planing aspholt concrete on Culpepper Place 9` m SHOULDER DETAIL 1 *Note: Surfacing within one foot of driveway shall be done prior to any pavement repair work. o (All Streets) culverts shall be placed by hand and raked to provide a smooth, uniform surface. COUNTY OF SAN JOAQ UIN No scALE TYPICAL SECTION LINCOLN VILLAGE STREETS RESURFACING Sheet No. DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE (Various) 2 of 24 PeCipe R(p&f uez 1 09/07 1AaWly ly�yl ( d i/iOB