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GENERAL NOTES <br /> Const. 1 . The Contractor shall obtain a Caltrans Encroachment Permit for any <br /> construction area traffic control devices placed on State Route 120 <br /> Limits of Clearing and Grubbing Off—Ramps. <br /> 2. The contractor shall obtain a ''NO FEE'' Encroachment Permit from <br /> the City of Manteca for work within their jurisdiction. The contractor <br /> Var. _ —�4' 12 — — �4' — — Var. _ shall execute this permit prior to beginning any work. <br /> Refer to Shia. • Refer to shld. <br /> details this 24' Pavement Reinforcing Fabric _W_ details this <br /> sheet. I sheet. 3. All trees shrubs and fences shall remain in place unless otherwise <br /> shown on the plan. <br /> Var. . <br /> `Var. Va r <br /> � — ' Vori ' 4. Shoulder Backing Material at all intersection radii shall be blended <br /> 0.25' A.C. edge native material as directed the Engineer. Payment for blending of <br /> material will be b <br /> thickness throughout Y Item No. 1 Force Account. <br /> project, except <br /> Sta5.224+00 to 5. All earthwork (including shoulder backing, except for final grading of <br /> Existing Roadway — 0.25' A.C. Overlay the shoulders shall be completed prior to placinglayer of <br /> TYPICAL SECTION Sta. 226+00 asphalt concrete <br /> p final <br /> Sta. 197+00 to 575+50 6. Advance leveling and crack sealing of existing surface shall be as <br /> directed by the Engineer. Payment for the work will be by Item No.1 , <br /> Force Account. <br /> 0 <br /> n <br /> 6 Limits of Mailbox Relocation k0.40' A.C. Overlay (Limits) 7. Placement of Asphalt Concrete surfacing shall not begin until asphalt <br /> concrete used in pavement repair has been in place a minimum of <br /> � <br /> 0' Sta. 197+00 to Sta. 220+00 Sta. 224+50 to Sta. 227+00 36 hours. <br /> Refer to Plan Sheets Sta. 231 +00 to Sta. 250+00 <br /> a 3 & 4 for width variation. Sta. 499+00 to Sta. 515+50 8. Asphalt Concrete shall be placed as noted below: <br /> Sta. 539+00 to Sta. 574+00 0.40' A.C. Thickness — Three (3) layers of approximately equal <br /> 3 n • 22 Sta. 197+00 to Sta. 227+00 <br /> thickness with pavement reinforcing fabric between the bottom and <br /> y second layer. <br /> 0.25' A.C. Thickness — Two *(2) layers of approximately equal <br /> �- 6' thickness with pavement reinforcing fabric on existing pavement. <br /> Li Var. Conform w g% 2 4 9. Where superelevation exists on horizontal curves the new surface slope <br /> and drainage shall conform to existing <br /> —� <br /> 10. The existing A.C. Overside pipe down drain ® Sta. 539+77 (Rt.) shall <br /> Conform remain in place. <br /> A Vac Depth Shld. Backing . <br /> 11 . Frames and covers of Survey Monuments shall be adjusted to <br /> N SHOULDER DETAIL 1 Var. Depth Shld. Backing finished grade. Refer to Sheet No. 6 for locations. Refer to <br /> x Sta. 197+00 to Staq. 575+50 Improvement Standard No. CW—R36 for details. <br /> 4' Sta. 197+00 to Sta. 220 & Rt.) SHOULDER DETAIL 2 <br /> z + ((00 Lt. 12. Frames and Covers of Maintenance Holes, and Gas Valve Boxes shall <br /> o 4' Sta. 258+00 to Sta. 265+00 (Lt.) Sta. 381 +80 to Sta. 386+50 (Rt.) be adjusted to finished grade by others after the completion of <br /> 8' Sta. 553+00 to Sta. 575+50 Lt. & Rt.) Sta. 411 +00 to Sta. 413+00 Rt. resurfacing project. <br /> Shoulder Detail 1 shall apply at all locations Sta. 472+85 to Sta. 475+85 <br /> M <br /> �Rt. <br /> � <br /> <_ except those noted for shoulder Detail 2. <br /> M <br /> 0 <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AIRPORT WAY RESURFACING Sheet No. <br /> m (Mortensen Road to 370' s/o Yosemite Avenue) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP RO RECOMMENDED DATE <br /> E. M. Peterson s/ea �/�198 ,�;(, 1 ��/y p nll�, o>u� �e�ay 1flf <br />