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wit <br />Wagner Heights <br />WAGNER HEIGHTS <br />_ _maul-' <br />� �_ J <br />I <br />CITY OF <br />'k- <br />LO <br />in <br />v <br />of - <br />MOSHER SLOUGH ` <br />,F w c�oafl <br />STOCKTON CITY°N. <br />LIMITS <br />DISTRICT 3 <br />DISTRICT 3 <br />COUNTY OF SAN <br />DRAWN BY DATE <br />Dan jCam6ini (/Zdu <br />Morada North <br />QUASHNICK <br />j <br />4 BALSAM { <br />MORA DA 1 <br />--MIDDLE - <br />} 111 SCHOOL <br />EASTVIEW <br />_ LO <br />CITY OF ASPIRE VINCENT I �pSN� 9 \1Y <br />SHAVLEYACADEMY <br />STOCKTON ; , <br />,w _ <br />.n . <br />W <br />I <br />r _ ( F- <br />^ Z' <br />10 <br />j Morada Central <br />E � m <br />z <br />MORADA <br />li <br />DAVIS <br />' ELEMENTARY <br />SCHOOL <br />�f <br />�I <br />-- Morada South I <br />~-- HILDRETH <br />Lu j <br />w C/) II <br />—~_ O w <br />a) 1 I <br />o <br />SHIP PEE <br />z <br />W <br />z <br />z�- <br />W j f <br />FOP—PIANO m <br />JS • <br />t, STOCKTON CITY <br />LIMITS '009 <br />N <br />HAMMER COtY <br />JOAQUIN <br />PROJECT ENGINEER <br />/ . <br />DISTRICT 4 <br />NO SCALE PROJECT LOCATION MAPS <br />AND CONSTRUCTION DETAILS <br />DATE CHECKED DATE <br />Legend: Slurry SealHMA Earth <br />(Type 11) F/ (Type A) [77 (Exist) ff\ <br />Non -Project Street <br />PROJECT STREET CONFORMS I <br />AT CROSS STREETS TYPICAL INTERSECTION <br />JUWfq DT <br />Existing-, 4' min ---►I <br />Surface See Note Below <br />1 Existing <br />Roadway TYPE 1 = 0.50' HMA <br />TYPE 2 = 0.25 HMA <br />PAVEMENT REPAIR (TYPES 1 & 2) <br />NOTE: Width (4' minimum). Approximate dimensions <br />used for estimating purposes are available <br />upon request. Dimensions, locations and type <br />are subject to change at the Engineer's <br />V discretion. <br />Plane rutted AC to a depth <br />Rutted AC - of 0.08' below existing surface <br />Existing <br />Surface <br />- -- � <br />Existing 0.08' <br />Roadway PAVEMENT REPAIR (TY <br />RUTTED AC AT STOP BARS <br />Sanguinetti Lane at Alpine Avenue <br />Alpine Avenue at Sanguinetti Lane <br />Alpine Avenue at Wilson Way <br />SLURRY SEAL ARTERIAL AND COLLECTOR I Sheet No. <br />ROADS 2019-2020 4 of 6 <br />.,� <br />EP <br />Non -Project <br />�/ Non -Project <br />Project <br />Street <br />v) i <br />Non -Project <br />Street <br />Cross Street <br />� Cross Street <br />4,; <br />� <br />Conform to <br />° , <br />-EP <br />EP <br />EP <br />EP (Ty p) <br />— J <br />Non -Project Street <br />PROJECT STREET CONFORMS I <br />AT CROSS STREETS TYPICAL INTERSECTION <br />JUWfq DT <br />Existing-, 4' min ---►I <br />Surface See Note Below <br />1 Existing <br />Roadway TYPE 1 = 0.50' HMA <br />TYPE 2 = 0.25 HMA <br />PAVEMENT REPAIR (TYPES 1 & 2) <br />NOTE: Width (4' minimum). Approximate dimensions <br />used for estimating purposes are available <br />upon request. Dimensions, locations and type <br />are subject to change at the Engineer's <br />V discretion. <br />Plane rutted AC to a depth <br />Rutted AC - of 0.08' below existing surface <br />Existing <br />Surface <br />- -- � <br />Existing 0.08' <br />Roadway PAVEMENT REPAIR (TY <br />RUTTED AC AT STOP BARS <br />Sanguinetti Lane at Alpine Avenue <br />Alpine Avenue at Sanguinetti Lane <br />Alpine Avenue at Wilson Way <br />SLURRY SEAL ARTERIAL AND COLLECTOR I Sheet No. <br />ROADS 2019-2020 4 of 6 <br />