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m <br />0 <br />M <br />n <br />i <br />0 <br />0 <br />0 <br />D <br />a <br />D <br />0 <br />0 <br />0 <br />CL <br />730 <br />D <br />a <br />D <br />I <br />D <br />a <br />CL <br />f <br />D <br />n <br />D <br />0 <br />F <br />M <br />z <br />D <br />m <br />P1 <br />0 <br />0 <br />' D <br />Const <br />Limits of Clearing and Grubbing <br />*Roadway I Widths <br />Existing <br />Grade <br />0.50'-I <br />AC Pavement <br />Repair (Type 1) <br />Const <br />Limits of !Clearing and <br />! <br />'8' Roadwlay Width <br />I\UUUVVUy <br />(Exist) <br />Grubbing <br />U./ J <br />AC Pavement <br />Repair (Type II) <br />TYPICAL SECTION <br />Farm Street: Sta 10+16 to Sta 12+00 <br />q EP <br />Const <br />Limits of <br />Earthwork <br />Swale - <br />2' ---3' <br />Fence <br />(Exist) <br />E 2t <br />I imitc of Fnrthwnrk <br />0 <br />o Existing <br />U Grade <br />0.75' <br />Existing EARTHWORK (MISC AREAS) <br />Roadway <br />Ad Art Road: Sta 11+75 to Sta 12+90 (Rt) <br />Ad Art Road: Sta 13+25 to Sta 15+80 (Rt) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE 1 4ROJ CT NGINEER DATE <br />D. Gambini 1 1 /10 ,4' �-_'� �. <br />GENERAL NOTES: <br />1. 0.25' Asphalt Concrete Overlay shall be placed in two (2) layers of approximate equal <br />thickness with Pavement Reinforcing Fabric placed on existing or prepared surface. <br />1 , 2. Contractor shall obtain an Encroachment Permit from the Caltrans Encroachment <br />Permit Office for work and signing within the State's right-of-way on SR 26. <br />3. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt <br />Concrete used in Pavement Repair has been in place for a minimum of 18 hours. <br />4. All existing trees, shrubs, fences, mailboxes and other frontage improvements are <br />to remain in place unless otherwise noted. (See Detail Below). <br />5. Hand grinding of Asphalt Concrete is required at locations where existing water <br />valves and maintenance holes are within the Planing and Pavement Repair limits. <br />6. The Contractor shall be responsible for adequately scheduling inspection and testing <br />of all facilities constructed under this contract. All testing shall conform to the <br />Standard Specifications. All re -testing shall be paid by the Contractor. <br />7. Existing drainage <br />facilities shall remain in place unless otherwise noted. The <br />4' <br />conduct earthwork <br />operations so as not to <br />20'-24' Pavement Reinforcing Fabric <br />4' <br />unless otherwise <br />shown on the plans. <br />Var <br />8. All Earthwork shall be completed prior <br />— Var <br />Var_ <br />Var <br />- r <br />remove PCC Curb <br />without damaging existing <br />,..� <br />Any AC repair work related to PCC <br />Curb Removal will be the <br />Contractor's responsibility. <br />�L------------- <br />0.04' <br />(Typ) <br />------------LxitigRawy <br />TYPICAL SECTION <br />Ad Art Road: Sta 10+50 to Sta 19+80 (32')* <br />0.25' <br />AC Overlay <br />Gertrude <br />Avenue: Sta 10+50 to Sta 20+60 (28')* <br />Existing <br />Grade <br />0.50'-I <br />AC Pavement <br />Repair (Type 1) <br />Const <br />Limits of !Clearing and <br />! <br />'8' Roadwlay Width <br />I\UUUVVUy <br />(Exist) <br />Grubbing <br />U./ J <br />AC Pavement <br />Repair (Type II) <br />TYPICAL SECTION <br />Farm Street: Sta 10+16 to Sta 12+00 <br />q EP <br />Const <br />Limits of <br />Earthwork <br />Swale - <br />2' ---3' <br />Fence <br />(Exist) <br />E 2t <br />I imitc of Fnrthwnrk <br />0 <br />o Existing <br />U Grade <br />0.75' <br />Existing EARTHWORK (MISC AREAS) <br />Roadway <br />Ad Art Road: Sta 11+75 to Sta 12+90 (Rt) <br />Ad Art Road: Sta 13+25 to Sta 15+80 (Rt) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE 1 4ROJ CT NGINEER DATE <br />D. Gambini 1 1 /10 ,4' �-_'� �. <br />GENERAL NOTES: <br />1. 0.25' Asphalt Concrete Overlay shall be placed in two (2) layers of approximate equal <br />thickness with Pavement Reinforcing Fabric placed on existing or prepared surface. <br />1 , 2. Contractor shall obtain an Encroachment Permit from the Caltrans Encroachment <br />Permit Office for work and signing within the State's right-of-way on SR 26. <br />3. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt <br />Concrete used in Pavement Repair has been in place for a minimum of 18 hours. <br />4. All existing trees, shrubs, fences, mailboxes and other frontage improvements are <br />to remain in place unless otherwise noted. (See Detail Below). <br />5. Hand grinding of Asphalt Concrete is required at locations where existing water <br />valves and maintenance holes are within the Planing and Pavement Repair limits. <br />6. The Contractor shall be responsible for adequately scheduling inspection and testing <br />of all facilities constructed under this contract. All testing shall conform to the <br />Standard Specifications. All re -testing shall be paid by the Contractor. <br />7. Existing drainage <br />facilities shall remain in place unless otherwise noted. The <br />Contractor shall <br />conduct earthwork <br />operations so as not to <br />modify or obstruct the <br />existing drainage <br />unless otherwise <br />shown on the plans. <br />8. All Earthwork shall be completed prior <br />to placing final layer <br />of Asphalt Concrete. <br />9. Contractor shall <br />remove PCC Curb <br />without damaging existing <br />Asphalt Concrete Pavement. <br />Any AC repair work related to PCC <br />Curb Removal will be the <br />Contractor's responsibility. <br />Fence <br />(Exist) <br />_Conform <br />4" (Min) Aggregate Subbase, <br />Class ISL Under New Sidewalk (Typ) <br />NO SCALE I TYPICAL SECTIONS, SHOULDER <br />DETAILS & GENERAL NOTES <br />CHECKED DATE <br />A,,POA_:- 3l2/is <br />RECO"r • ' f"� II1 r ff J1N <br />C <br />-10 <br />rf., � .. I r '� �..+ � I�/ r <br />e <br />%,OKxtiS By <br />No Cha!)gClr r. <br />Pwsm. Using This <br />-m K11u Ineu 1 bV mned'r _ f V <br />AD ART ROAD, FARM STREET, GERTRUDE <br />AVENUE AND MINER AVENUE RESURFACING <br />Sheet No. <br />2 of 8 <br />