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i <br />Exist <br />R/W <br />E <br />CL <br />do <br />Exist <br />R/W <br />"M" LINE <br />a-- <br />12 18' SEE PLAN AND <br />PROFILE SHEETS <br />VARIES " 1.7' SAWCUT <br />25.2-36.5 <br />(Exist MEDIAN) <br />N, /_ OG PG CROWN <br />2% <br />8% IS, 01, <br />- - - - - - - - - - <br />P G 7 0 <br />RETENTION SWALE Exist <br />RETEN E -REMOVE BASE 0.25' AC <br />(SEE DRAINAGE PLANS) VAtztES AND SURFACING 0.50 AB <br />McHENRY AVENUE <br />N" 45+04.31 TO 45+76.13 <br />2: 1 OR <br />FLATTER <br />"000/ <br />OG <br />Exist <br />R/W <br />OG <br />E <br />04 <br />SURVEY <br />DATUM: <br />U. <br />c <br />9 z <br />4j. <br />rAILL. 111D. <br />VARIES <br />61.31'-54.18' <br />DBS FL HP/DFS EP ETW <br />VARIES VARIES 4 5 <br />15.5'-20' 17.4-20' <br />VARIES <br />42.78'-42,74' <br />HP ES <br />31 VARIES <br />7.63,-10, <br />Var <br />- - - - - - - - - - -- <br />WWI all Oki tyl u Lei I m <br />AB <br />AGGREGATE BASE <br />AC <br />ASPHALT CONCRETE <br />EP <br />EDGE OF PAVEMENT <br />ES <br />EDGE OF SHOULDER <br />ETW <br />EDGE OF TRAVELED WAY <br />FIG <br />FINISHED GRADE <br />GB <br />GRADE BREAK <br />HMA <br />HOT MIX ASPHALT <br />HP <br />HINGE POINT <br />LL <br />LANE LINE <br />OG <br />ORIGINAL GROUND <br />R/W <br />RIGHT OF WAY <br />TBD <br />TO BE DETERMINED <br />"M" LINE R/W <br />VARIES <br />134.96'-134.75' <br />ETW HP <br />12' VARIES ETW 50 ES 3' <br />12'-48' <br />VARIES 111-18, <br />VARIES <br />1' <br />SAWCUT <br />Exist ETW <br />301-37' <br />12 <br />1' SAWCUT CROWN <br />PG <br />5% <br />:T- <br />L <br />. . . .... .. .. . . ...... .. .... .... 1�� <br />Exist <br />0.25' AC <br />0.50' AB <br />-HMA DIKE <br />McHENRY AVENUE <br />(TYPE <br />E) STA. <br />31+41.21 TO <br />HMA DIKE <br />31+62.57 <br />(TYPE <br />F) STA. 29+38.15 TO <br />31+50.45 <br />"M" 31+47.67 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 <br />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 <br />32+31.79 <br />"M" LINE <br />R/W <br />VARIES <br />42.26'-42.78 <br />VARIES 37.73-37.38' (STA. 29+38.15 TO 30+84.06) (Exist 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 <br />12' <br />12' 5 1 1� <br />2:1 OR <br />FLATTER <br />--m 0. 5'-7.63' l' SAWCUT 1' SAWCUT OG <br />HMA DIKE <br />(TYPE F) <br />Var 4:1 OR <br />- 0'-11' FLATTER <br />PG- FCROWN e <br />2% <br />HMA DIKE <br />Exist (TYPE E) <br />0.25 AC <br />0.50' AB <br />McHENRY AVENUE <br />"M" 29+38.15 TO 31+47.67 <br />McH" Av* Condor hipmm wtk Project <br />Data AccapW <br />AS -BUILT <br />Resident Er gmw - MauAcki RMn. P E. <br />Revisions By 9lFeAAK6 -Juno 8,2021 <br />REVISION DESCRIPTION BY DATE SCALE <br />PREPARED BY <br />[DATE <br />HORIZONTAL NO SCALE <br />DRAWN: <br />F. <br />DeMARCO <br />09-29-16 <br />VERTICAL. <br />. DESIGNED. <br />R. <br />GIBSON <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />0 2 <br />1 I 1 <br />K. <br />OAKS <br />09-29-115 <br />2020 L STREET, SUITE 300 <br />I <br />INCHES <br />CHECKED. <br />SACRAMENTO, CA 95811 <br />0 10 20 30 40 50 <br />APPROVED: <br />T. <br />BARNARD <br />09-29-16 <br />T 916.414-5800 F 916.414.1557 <br />MILLIMEIS <br />FILE NO. <br />O'so �pA, y <br />Cj. <br />Age. <br />5% <br />Wiwi I&_;lllF%lv%.lvl vTvfl�� <br />(SEE DRAINAGE PLANS) <br />LfGEND--t- <br />CROSS SLOPE CORRECTION (HMA) <br />MEREMOVE EXISTING BASE AND <br />SURFACING <br />STRUCTURAL SECTIONS <br />El- <br />0.65' HMA (TYPE A) 0.80' CLASS 2 AB <br />Fil-10-15' HMA (TYPE A) <br />VARIABLE <br />OVERLAY <br />0.15' TO <br />0.50' HMA <br />(TYPE <br />A) <br />CROSS SLOPE CORRECTION <br />0.15' TO <br />0.65' HMA <br />(TYPE <br />A) <br />CROSS SLOPE CORRECTION <br />0.15' TO <br />0.70' HMA <br />(TYPE <br />A) <br />VARIABLE <br />OVERLAY <br />0.15' TO <br />0.85' HMA <br />(TYPE <br />A) <br />0.65' HMA (TYPE A) <br />0.30 TO <br />0.80CLASS 2 AB <br />VARIABLE <br />OVERLAY <br />0.15' TO <br />0.40' HMA <br />(TYPE <br />A) <br />NQTES: <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 />QRa SS/ <br />so. 4- <br />X - 1 <br />No. C70999 <br />OF <br />X-9 <br />Exp. 06-30-17 jo",A, <br />ChO <br />SHEET <br />4 OF 176 <br />