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GENERAL NOTES <br /> 1. Contractor shall scarify native soil adjacent to pavement to a depth of <br /> Const. 6 inches and blend shoulder backing material prior to compaction, limits <br /> I of this work is confined to intersection rodii plus 100' each direction. <br /> Limits of Clearing and Grubbing and Mailbox Relocation Exist. Cone. 2. Existing drainage facilities to remain in place. The Contractor shall conduct <br /> SeeCurb earthwork operation so as not to modify or obstruct the existing drainage. <br /> Shld. 20' - I to remain. 3. All shoulder backing work (except for final shoulder grading) shall be <br /> Details ❑1 (Typ.) completed prior to placing final layer of asphalt concrete. <br /> 8 <br /> 12' -112 4. Asphalt Concrete used for Pavement Repair shall not be placed in layers <br /> 24' Pavement Reinforcing Fabric which exceed 0.50' in compacted thickness. <br /> 5. Placement of asphalt concrete surfacing shall not begin until the asphalt <br /> _ Var. _ Var. I Var -(( concrete used in pavement repair has been in place for 36 hours. <br /> ^bbl 6. Asphalt Concrete shall be placed as noted below: <br /> t <br /> equalthickness with <br /> of <br /> - - - - - -- _ <br /> — — _---- � i i • pavement reinforcing on existingsorr prepared msurface. <br /> q I 7. Survey monument frames and covers shall be adjusted to finished grade. <br /> ExistingRoadway - 5 Exact locations to be determined by the Engineer. <br /> 0.25' Asphalt Concrete Overlay y 08. Where superelevations exist on horizontal curves, the new surface slope <br /> F1 20' wide Sta. 90+25 to Ste. 94+30 Rt. ? r. and drainage shall conform to existing. <br /> TYPICAL SECTION < 9 All existing fences are to remain in place. <br /> nSta. 36+00 to Sta. 94+30 ((''��'''' U.n. The Contractor shall place bright orange fencing ® Stu. 73+85 to <br /> no R Ste. 74+07, 32't left, for work within drip line of Elderberry shrubs, <br /> ;�- temporary informational signing, provided by the Engineer, shall also be <br /> m ' u installed at these sides. Payment for furnishing and placing fencing and <br /> r installing informational signing will be Item No.1 — Force Account. <br /> 19b. Shoulder backing shall be reduced to 4' ® Sta. 73+50 to Ste. 74+25, left <br /> Limits of ClearingCO <br /> within Elderberry Shrubs. <br /> COnSt. ��vv <br /> e and Grubbing and 1�, ,: 0;, 31. The Contractor shall obtain a 'no fee" Encroachment Permit from the <br /> e <br /> Mailbox Relocation Const. �' • -- �; • City of Stockton for work within the City's jurisdiction. <br /> 0 <br /> i "'•� } 12. The Contractor shall obtain an Encroachment Permit from Caltrans for <br /> t work within State's jurisdiction. <br /> a <br /> — g' Limits of Clearing <br /> E i and Grubbing+ <br /> o Exist. Conc. Curb Const. <br /> o I to remain. (Typ.) Limits of Clearing and Grubbing <br /> U <br /> _ y A.C. Overlay <br /> Var, 20' <br /> 1 _ <br /> (,� <br /> • Var. Depth Shoulder A.C. Overla ( 1 Existing A.C. 8• �� <br /> �N Backing (Typ.) y -- -- ' - ) Dike to remain AC Overlay <br /> J in place / \ _ Var. <br /> Detail 1 <br /> }) p Sta. 36+00 to Sta. 94+30 (Lt.), Detail 2 —— — — — — — <br /> m Sta. 89+96 to Sta. 94+30 (Rt.) Sta. 37+00 to Sta. 89+96 (Rt.) Detail 3 <br /> ❑ Stawide shoulder <br /> le r backing 0 Sta. 73+50 to SHOULDER DETAILS Sta. 42+90 to Sta. 45+30 (Lt.) <br /> Sta. 46+60 to Sta. 47+30 (Lt.) <br /> NORTH 99 FRONTAGE ROAD (WEST) RESURFACING sheet N <br /> COUNTY OF SAN JOAQ (6UIN NO SCALE TYPICAL SECTION (600't South of Eight Mile Road to Ci 9ty Limits) 2 Of 9 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE 7 CHECKED DATE SUBM17FED DATE APP OVAL E OMMENDED DATE <br /> Vi."i Li Jan01 I (,N y90 / of <br />