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E452 - E459
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Large Plans - LP
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Drawer E
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E452 - E459
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Last modified
5/3/2024 11:32:31 AM
Creation date
1/22/2016 12:41:40 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Eleventh Street Resurfacing
Limits
Lovely Road to Grant Line Road
Year
1995
Project Engineer
Jack Stewart
Roads Worked
Eleventh St.
Red Lines
No
Supplemental fields
Cross Ref
E452 - E459
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See Note Below— <br /> Existing Surface <br /> 71i, Conform ® E.P. <br /> N <br /> 1 .00' Asphalt Concrete <br /> Note: Width, length and locations to be <br /> determined by the Engineer. <br /> Conform <br /> PAVEMENT REPAIR TYPE A Existing Width <br /> 12' Min. <br /> TYPE D <br /> 12' 0.30' Asphalt Concrete over shaped <br /> and compacted native material. <br /> Conform <br /> Exist. Pavement Conform <br /> Exist. Pavement <br /> Var. <br /> v <br /> l_ <br /> `i -- Conform ® E.P. <br /> Existing P.C.C. 0.75'-1 .00' P.C.C. (Variable thickness to top of <br /> exist. P.C.C. Slab, 1 .00' Max.) <br /> TYPICAL SECTION e <br /> ELEVENTH STREET REPAIR <br /> 11 '-14' Var. <br /> Conform <br /> 3't Min. Conform <br /> Exist. PavementProfile Conform <br /> .._ . Grade <br /> Va r.�, <br /> 1 <br /> « l'V <br /> _ TYPE E <br /> Existing Pavement <br /> 1 .00' P.C.C./Understurbed Native Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> R = Conform to existing radius. <br /> TYPICAL SECTION <br /> KASSON ROAD REPAIR <br /> TYPICAL DRIVEWAYS <br /> 12' <br /> Conform Profile <br /> Exist. Pavement Grade Conform <br /> Exist. Pavement <br /> Var. 0'-12' <br /> 12,t 2, <br /> -- <br /> Detour Lane <br /> Conform <br /> 2%—f <br /> 1 .00' P.C.C./Understurbed Native <br /> Natural Ground <br /> TYPICAL SECTION <br /> ExistingRoadway <br /> GRANT LINE ROAD REPAIR y <br /> Var. Depth Aggregate Base (0.33' Min.) <br /> (Prime Coat — 12') <br /> * Existing pavement shall be saw cut to a neat <br /> straight line at the conform point. <br /> PAVEMENT REPAIR (TYPE SECTIONTYPICAL <br /> DETOUR SSON ROAD (WESTBOUND) <br /> Q <br /> Note: Tie bars (#5X4' ® 12"C—C) shall be z <br /> X <br /> installed at transverse contact joints. 11 <br /> z <br /> N J <br /> 05 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE ELEVENTH STRRET RESURFACING SHEET TOTAL <br /> N0. SHEETS — <br /> w Sam Adiong 11/94 COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS m <br /> x/94 � F 1114 Z/Z��y� � S Lovely Road to Grant Line Road s s <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> c:\1 1 th—st\plan6 <br /> I <br />
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