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Exist "M" LI N E <br />TCE 15' R/W 30' 46' (STA. 54+00.00 TO 55+25.79) R/W NO <br />68' (STA. 52+61.74 TO 54+00.00) 1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />EP EP <br />17' VARIES <br />29.21-39P <br />DBS FL HP/DFS ETW ETW HP/DFS FL DBS <br />2* 70 40 5' 12' Var 6.20'-1 l' 23' 5" 4' VARIES VARIES 1 <br />11. 8'- 14.2' 11. 8'- 14.2' <br />1 SAWCUT 12' Exist ETW` EP R/W <br />It - - VARIES <br />1' SAWCUT 11.72'-16.43' <br />PIG CROWN <br />OG 8% 2% 2% 2%_ OG GRADE TO DRAIN <br />OG <br />4:1 OR LE 7777 RETENTION SWALE <br />FLATTER Exist 1.5' (SEE DRAINAGE PLANS) <br />2.1 OR I <br />FLATTER0.25' AC <br />0.50' AB L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br />SWALE- <br />PFTF TION <br />r "M" 52+61.74 TO 54+00-00 "M" 54+00.00 TO 55+25.79 <br />(SEE DRAINAGE PLANS) MICHENHY AVENUE <br />"M" 52+61.74 TO 55+25.79 <br />Exist "M" LINE <br />TCE R/W R/W <br />15' 30' 68 <br />EP EP <br />17' VARIES <br />39P-531 <br />DBS FL HP/DFS ETW ETW HP/DFS FL DBS 1140" A" ComWW WWom7wW Pm1m <br />2' 7' 4 5' 12' VARIES VARIES 5 4 VARIES VARIES Dow mcgow <br />11'_18' 23'-30$ 4.7 5'- 11. 8' 4.7 5'- 11. 7' AS -BUILT <br />l' SAWCUT Exist ETW R""* Enormw - Maoiao Wmm P.E. <br />120 <br />PG l' SAWCUT CROWN <br />OG _2% ­02% 1 2% OG <br />8% It "I &IZAVE -rc, VQAtAJ <br />--- - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - <br />7 <br />4: 1 OR f RETENTION SWALE <br />279 <br />2: 1 OR FLATTER -Exist (SEE DRAINAGE PLANS) <br />FLATTER 0.25' AC R/W <br />r 0. 50' AB <br />RETENTION SWALE <br />(SEE DRAINAGE PLANS) IvIlunr-Pir T mN CINUF_ EP R/W <br />"M" 48+00.00 TO 52+61.74 14.5 <br />Exist "M" LINE <br />R/W R/W HP/DFS FL DBS <br />VARIES 68" 49 4.75' 4.75' <br />40'-66.4' <br />DBS FL HP/DFS EP ETW Exist ETW ETW EP 8% OG <br />VARIES VARIES 4 51 12' 12' 361 5" 14.5 <br />12.2'-15.5' 7'-17.4 <br />N, OG VARIES 1' SAWCUT F6 -RETENTION SWALE <br />0'-25.2' PG CROWN 2: 1 OR (SEE DRAINAGE PLANS) <br />- � <br />2%_ FLATTER 2: 1 OR FLATTER <br />E 2% <br />a - GRADE TO DRAIN OG <br />- - - - - - - - - - -- - - - - - - - - - - - - <br />-76, 13 <br />A <br />wi I "M" 45+A8:-93 TO 48+00.00 <br />a RETENTION SWALE Exist I I <br />REMOVE BASE --- 0.25' AC L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />(SEE DRAINAGE PLANS) <br />E plt, c- S AND SURFACING 0.50' AB _91le 45+78. 3 TO 45+80.93 <br />_8 <br />KArHPNPY A\/F:Nl IF: <br />X I <br />"M" 45+76.13 TO 48+00-00 <br />C) <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE ul N SAN JOAQUIN COUNTY PUBLIC WORKS <br />S DRAWING <br />..0 <br />u DATUM. NO SCALE mr.-M - P "o <br />HORIZONTAL. F. DeMARCO 09-29-16 X-2 <br />DRAWN: % <br />�L IfCa <br />VERTICAL: <br />DESIGNED R. GIBSON 09-29-16 <br />TECHNICAL SERVICES, INC. CHENRY AVE CORRIDOR IMPROVEMENTS OF No. C70999 <br />0 1 2 <br />K. OAKS 09-29-16 2020 L STREET, SUITE 300 Exp. 06-30-17 X-9 <br />CHECKED: SACRAMENTO, CA 95811 010� <br />aAM SHEET <br />0 <br />T. BARNARD 09-29-16 T 916.414,5800 F 916.414,1557 TYPICAL SECTIONS <br />0 10 20 30 40 50 APPROVED. <br />ig Of C 5 oF 176 <br />7. FILE Na-MILLIMETERS <br />FILE NO <br />