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Const. <br /> * Limits of Clearing and Grubbing and Mailbox Relocation <br /> 4' 0'-4' 10.5' J 10.5' 4' 4' <br /> 0.5' 20' Pavement Reinforcing Fabric 0.5' GENERAL NOTES <br /> 8% Var. I ar. 8y 1. Asphalt Concrete shall be placed in two <br /> Conform Var I �` —- Var Conform layers of approximate equal thickness with <br /> i� . a pavement reinforcing fabric on the existing <br /> _ - surface. <br /> __ <br /> ExistingRoadway C 21' Asphalt Concrete 2. Contractor shall scarif native soil <br /> Y Variable Depth Shoulder Backing Y <br /> *Sto. 17+43 to Sta. 18+43 (Lt.) = zero TYPICAL SECTION (TYp-) adjacent to pavement to a depth of 6" <br /> *Sta. 38+92 to Sta. 40+55 Lt. and blend shoulder backing material prior <br /> ( ) = zero Sta. 0+35 to Stu. 104+60 to compaction. Limits of this work is <br /> A Sta. 50+50 to Sta. 52+10 = 0.35' Asphalt Concrete confined to intersection radii plus 50' <br /> c A Sta. 52+80 to Sta. 55+00 = 0.35' Asphalt Concrete each direction. Payment•for blending <br /> shall be considered as included in the <br /> contract unit price paid for shoulder <br /> n: backing. <br /> s Const. <br /> _6 3. All earthwork (except for final lift of <br /> m 18' 17'-18'� shoulder backing) shall be completed prior <br /> ��. to placing final layer of Asphalt Concrete. <br /> 3 m iConstruct 18" Type A SDI (Left) side I Construct 18" Type A SDI (Right) side <br /> Conform to natural grade I 'Match Existing Center Line Grade. 4. The contractor shall enter into an agreement <br /> Sta. 10+60 18'Lt. with the Central California Traction Co. for <br /> Sta. 51+50 18'Lt. I Sta. 10+60 (18'Rt. I work within the railroad's jurisdiction. <br /> { Stu. 54+25 18'Lt. 10.5'10.5' Sto. 51+50 (18'Rt. <br /> ` Sta. 54+25 17'Rt. <br /> :. Salvaged Backfill ExisEing Roadway I 5. The cost for the 11/2"x3/4" clean crushed <br /> Material (Typ.) I rock that is to used with 1E" Dia. Storm Drain <br /> ` 4 �\\//\ Inlet Type A, is to be included in the bid item <br /> /\ h\�\ 1....,. cost for 18" Dia. Storm Drain Inlet Type A. <br /> /jam/j�/jam j ! (sa+Y a a ria -,O srnrr) <br /> 6" Dia. SBC Buried Cable <br /> Drain hole. S=Level Sta. 54+25 (19' Rt.) <br /> Lh ( yP) - - - - - - Aprox. 30" below grade. <br /> at11 12" andoned telephone Cable <br /> W O` 4" 12" R.C.P. (Class V). p , <br /> ' 6" q,�„ � Spa. 54+25 below <br /> Rra <br /> �I t cod°o STORM DRAIN INLET (S.D.L) EQUALIZER c °p° Aprox. 30" below grade. <br /> F2, SECTION A—A <br /> M i11/2" X 3/4" <br /> Place Asphalt Concrete 3 Locations, Clean Crushed Rock (Typ.) <br /> M <br /> (Miscellaneous Areas) Sta. 10+60 <br /> Sta. 51+50 <br /> Z Stu. 54+25 <br /> COUNTY OF SAN JOA UINNo SCALE TYPICAL SECTION AND KENNEFICK ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (Woodbridge Road to Peltier Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CH CKED DATE APPROVAL RECOMMENDED I DATE <br /> P. T s/3/w �.rrb Tru:,to sy,�x 03 9791,✓ai A4,w, 3�'sle; <br />