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Exist <br />R/W <br />"M" LINE <br />Exist <br />R/W <br />OG <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />Exist <br />R/W <br />- <br />E <br />VARIES <br />- <br />61.31'-54.18' <br />DBS FL HP/DFS EP ETW <br />VARIES VARIES 45' <br />- - _ <br />15.5'-20' 17.4'-20' <br />VARIES <br />- <br />25.2'-36.5' <br />OG <br />IN <br />RETENTION SWALE J <br />(SEE DRAINAGE PLANS) <br />2:1 OR <br />FLATTER <br />12' <br />PG <br />2% <br />B% i <br />�o� _------- - - - - - - - - - - - - - - - - - - - - <br />1. 5' Exist <br />REMOVE BASE I"I - 0.25' AC <br />AND SURFACING 0.50' AB <br />McHENRY AVENUE <br />"M" 45+04.31 TO 45+76.13 <br />VARIES <br />42.78'-42.74' <br />HP ES ETW <br />3' VAR I ES <br />7.63'-10' <br />12' <br />1' SAWCUT <br />1' <br />"M" LINE <br />VARIES 11'-18' <br />Exist ETW <br />12' <br />1' SAWCUT <br />_ SEE PLAN AND <br />PROFILE SHEETS <br />1.7' SAWCUT <br />(Exist MEDIAN) <br />CROWN <br />Var <br />VARIES <br />12' - 48' <br />CROWN <br />VARIES <br />30' -37' <br />m <br />VARIES <br />134.96'-134.75' <br />ETW ES HP <br />5' 3' <br />PG <br />- <br />�- <br />5% <br />�..--- <br />_ 2% <br />2% _ <br />�- <br />- _- ---1-- <br />- �- ---- <br />-_ --- -- <br />L------------ ----- <br />---- ------- <br />-� <br />Exist <br />0.25' AC <br />1 <br />0.50' AB <br />-HMA DIKE <br />McHENRY <br />AVENUE <br />(TYPE <br />E) STA. <br />31 +41.21 TO <br />3MA6DIKE <br />2.57 <br />( TYPE <br />F STA. .. <br />) 29+3815 TO 31 +5045 <br />"M" 31 +47.67 <br />TO 32+50.54 <br />(TYPE <br />C) STA. <br />31 +62.57 TO <br />32+06.79 <br />(TYPE <br />C) STA. 31 +50.45 TO 32+06.79 <br />(TYPE <br />F) STA. <br />32+06.79 TO <br />32+31.79 <br />(TYPE <br />F) STA. 32+06.79 TO 32+31.79 <br />"M" LINE <br />R/W <br />VARIES <br />42.26'-42.78' <br />VARIES <br />37.73'-37.38' (STA. 29+38.15 <br />TO 30+84.06) (Exist <br />R/W) <br />VARIES 135.26'-134.96' (STA. <br />30+84.06 TO 31 +47.67) <br />HP EP ETW <br />ETW EP <br />3' Var 12' <br />12' <br />5' Mo- <br />2:1 OR <br />FLATTER <br />E OG <br />A� <br />XI <br />N <br />L i � <br />o DATUM <br />0 <br />co <br />c <br />0 <br />U <br />5'-7.63' <br />1 ' SAWCUT 1' SAWCUT <br />1' Var 1' <br />PG CROWN <br />5% 2%L - - - - - - - - 2% _- <br />- - - - - - <br />'--------- -------J, -------- - - - - ----- - -I--J <br />OG <br />4:1 OR <br />FLATTER <br />/ <br />Ilvi^ U/11`E \- HMA DIKE <br />(TYPE F) 2 Exist 3 2 <br />- ❑ � (TYPE E) <br />- 0.25 AC <br />0.50' AB <br />McHENRY AVENUE <br />"M" 29+38.15 TO 31 +47.67 <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL: NO SCALE F. DeMARCO <br />DRAWN: <br />VERTICAL: <br />DESIGNED: R. GIBBON <br />1 1 I I I CHECKED: K. OAKS <br />INCHES <br />,I zl si ai 5i APPROVED: T. BARNARD <br />- - - - MILLIMETERS <br />DATE <br />09-29-16 m <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />FILE NO. <br />5% <br />ABBREVIATIONS: <br />ABAGGREGATE BASE <br />ACASPHALT CONCRETE <br />EP EDGE OF PAVEMENT <br />ES EDGE OF SHOULDER <br />ETW EDGE OF TRAVELED WAY <br />FG FINISHED GRADE <br />GBGRADE BREAK <br />HMA HOT MIX ASPHALT <br />HPHINGE POINT <br />LL LANE LINE <br />OGORIGINAL GROUND <br />R/W RIGHT OF WAY <br />TBD TO BE DETERMINED <br />R/W <br />(SEE DRAINAGE PLANS) <br />LEGEND: <br />�jj� CROSS SLOPE CORRECTION (HMA) <br />REMOVE EXISTING BASE AND <br />SURFACING <br />STRUCTURAL <br />SECTIONS <br />- <br />El0.65' <br />HMA (TYPE A) <br />0.80' <br />CLASS 2 AB <br />❑2Ho-15' <br />HMA (TYPE A) <br />VARIABLE OVERLAY <br />Dl- <br />0.15' <br />TO 0.50' HMA <br />(TYPE A) <br />CROSS SLOPE CORRECTION <br />4 <br />0.15' <br />TO 0.65' HMA <br />(TYPE A) <br />CROSS SLOPE CORRECTION <br />E- 5 <br />0.15' <br />TO 0.70' HMA <br />(TYPE A) <br />VARIABLE OVERLAY <br />El-Y <br />0.15' <br />TO 0.85' HMA <br />(TYPE A) <br />El- <br />0.65' <br />HMA (TYPE A) <br />0.30 <br />TO 0.80,CLASS <br />2 AB <br />VARIABLE OVERLAY <br />8 <br />0.15' <br />TO 0.40' HMA <br />(TYPE A) <br />NOTES: <br />1. DIMENSIONS OF THE STRUCTURAL SECTION ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD <br />SPECIFICATIONS. <br />2. SUPERELEVATIONS ARE AS SHOWN OR AS DIRECTED BY THE ENGINEER. <br />3. FOR EXACT LOCATIONS OF HMA DIKE, SEE PLAN AND PROFILE SHEETS AND CONSTRUCTION DETAILS. <br />4. FOR REMOVE EXISTING BASE AND SURFACING, SEE DEMOLITION PLANS. <br />5. FOR CONFORM HMA TAPERS DETAILS, SEE PLAN AND PROFILE SHEETS AND CONSTRUCTION DETAILS. <br />6. ALL SIDE SLOPES NOT SHOWN SHALL BE 4:1 OR FLATTER, UNLESS OTHERWISE NOTED. <br />7. TYPICAL SECTIONS "M" 43+88.79 TO 45+04.31, McHENRY AVENUE/RIVER ROAD INTERSECTION NOT SHOWN. <br />8. TYPICAL SECTIONS "M" 32+50.54 TO 43+88.79, McHENRY AVENUE BRIDGE NOT SHOWN. FOR SECTIONS <br />ALONG BRIDGE, SEE STRUCTURE PLANS, DRAWINGS S-104 AND S-106 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />� TYPICAL SECTIONS <br />DRAWING <br />ES <br />QRp S/ <br />•'' • '••. �y <br />so <br />X -1 <br />C <br />;• RASHO J. GIBSON •, <br />OF <br />No. C70999 <br />X-9 <br />1 ;•Exp. 06-30-17 • & <br />7� <br />f••..C,IV1\-.•' <br />lglForCAL\F <br />SHEET <br />- <br />4 OF176 <br />(REVISED) <br />