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Const. GENERAL NOTES <br /> I <br /> Limits of Clearing and Grubbing and Mail Box Relocation 1. Shoulder Backing material at all intersection <br /> radii shall be blended with the top 6" of <br /> native soil material as directed by the Engineer. <br /> 1't 2'-6' *11' 1 *11' 6' ,'t Limits of this work shall be confined to <br /> intersection radii plus 50' each direction. <br /> 22' Pavement Reinforcing Fabric Payment for blending shall be considered as <br /> E —I E included in the contract unit price paid for <br /> Shoulder Backing. <br /> 0 1 <br /> c <br /> 2. All shoulder backing work (except for final <br /> o <br /> B% Max. -Var. Vor_.- fir Max. shoulder grading) shall be completed prior to <br /> �— —� placing final layer of asphalt concrete. <br /> I � 3 Asphaltconcrete shall be placed in two layers <br /> _____1___ __ _ f of approximate equal thickness with pavement <br /> a p ng 8+70 to Sta. 69+60 Variable Depth reinforcing fabric on the existing pavement <br /> �c I L 0.25' A.C. surface. <br /> Refer to Ian sheets Existing RoadwayShoulder Backfin T <br /> 6 Overlay 9 ( YP <br /> for width variations. 4. Placement of asphalt concrete surfacing shall <br /> not begin until the asphalt concrete used in <br /> Sta. 72+61 to Sta. 74+00 <br /> _ x pavement repair has been in place for 24 hours. <br /> 5. The Contractor shall obtain an Encroachment <br /> Permit from Caltrans for placing signs within <br /> State's jurisdiction. <br /> a L <br /> m <br /> Const. <br /> 3' Const. <br /> a Var. Min. 4' 12' 12' 4' Min Var. <br /> o m <br /> 4' 12' <br /> o o Existing dike to remain - <br /> 0 6% 2% 1 2% 6% o except as noted. 11 <br /> u 1❑ �— ? --� Refer to plan sheets. <br /> .� 3 :< < �J-`Tr`1"`-`-y 3 l IVga <br /> rr.a.•• <br /> reeves° <br /> err.• 0.25' A.C. Overlay I °•e,:•., Sacked Concrete <br /> �•�°'°° Slope Protection 0.10' i 1 <br /> �e:•r r, <br /> I', A.C. (Type B) Leveling 1 Refer to SP B13-1 0.25' A.C. Overlay <br /> rrrr i <br /> r <br /> e• _ <br /> r°°rr �___________ .-_______________ ________________ <br /> 7 r.• 1• •r°•rrr. _ 1 <br /> °.... • 1❑ Place A.C. Dike. Refer to plan Existing Roadway ' 71 <br /> M �J•12'° _� sheets for limits and details. Existing dike to be removed <br /> —I — Stu. 69+60 to Stu. 72+61 Existing Roadway <br /> 'k Reduce to ,• <br /> across minor structure COWER- Rb TYPICAL SILCTIDN <br /> V` <br /> w p N. 99 FRONTAGE ROAD (E) TYPICAL SECTIONS Stu. 2+00 to 15+6s -(Lt„ & Rt.) <br /> m <br /> COUNTY OF SAN JOAN N No SCALE TYPICAL SECTION N. 99 FRONTAGE ROAD E RESURFACING Sheet No. <br /> Q Calim rna Road to eltier Road 2 of s <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED.. DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br /> /�z <br />