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_j <br />3.7 <br />4 1 1 4 I't <br />FG FG <br />STONE COLUMNS, TYP. <br />(SEE STRUCTURE PLANS) <br />1:1 OR 1: 1 OR <br />........... FLATTER FLATTER <br />31 ' _ 4' 3' <br />OG� 6" 2.5' 1 2.5' 6 <br />- - - - - - - - - - -- <br />x <br />CL <br />1: 1 OR FLATTER - ///<l: 1 OR FLATTER B <br />CONCRETE GUTTER (LEFT) <br />CONCRETE GUTTER (RIGHT) "W" 37+11.14 TO 39+68.72 <br />"W" 40+50.09 <br />DFS FL DBS <br />12.75' 12.75 <br />0.75' TOP OF DIKE <br />ES- HINGE <br />0.75' POINT <br />OG <br />BIOFILTRATION SWALE 1. 5' <br />(SEE EROSION <br />CONTROL DETAILS) <br />BIOFILTRATION SWALE <br />"M" 31+24.54 TO 38+18.04 LT <br />"M" 32+89.32 TO 37+11.14 RT <br />"M" 38+32.03 TO 40+51.36 LT <br />DRAINAGE SWALE <br />"R" 10+20.00 TO 17+33.09 LT <br />"R" 14+50.00 TO 16+00.00 RT <br />DBS FL <br />VARIES <br />6.759-121 <br />0.75' <br />DFS <br />VARIES <br />12.75'-20' <br />0.75 OG <br />EL OR 4'• <br />r. <br />V A lz i ES Z' <br />ui <br />0 <br />6 <br />E <br />I— <br />I <br />McHENRY AVENUE <br />(LEFT RETENTION SWALE) <br />"R" 17+30.09 TO "M" 47+15.00 <br />SURVEY <br />REVISION <br />FG <br />1� <br />DESCRIPTION <br />ROW/CP <br />TCE DFS/HP <br />10' �\ 29 FL 7 1 <br />A- <br />OG <br />FG <br />2:1 OR 4:1 OR <br />FLATTER FLATTER <br />McHENRY AVENUE <br />(LEFT RETENTION SWALE) <br />"W" 47+75.00 TO 49+92.00 <br />"W" 50+08.00 TO 53+25.00 <br />"W" 54+00.00 TO 59+92.00 <br />"W" 60+08.00 TO 63+42.00 <br />M 63+56-00 TO 67+36.94 <br />M 67+52.94 TO 69+91.00 <br />"W" 76+48.00 TO 80+30.09 <br />"M" 80+83.45 TO 82+92.00 <br />"M" 83+08.00 TO 86+93.65 <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: NO SCALE F. DeMARCO <br />DRAWN. <br />VERTICAL: <br />DESIGNED: R. GIBSON <br />0 1 2 <br />1 1 NCHES 1 CHECKED: K. OAKS <br />! <br />0 10 20 30 40 50 APPROVED: T. BARNARD <br />I I I I I I <br />MILLIMETERS <br />PAVED <br />GUTTER <br />SLOPE <br />0 <br />- I <br />0 <br />N OTE: <br />SEE CALTRANS STD PLAN D87D, <br />FOR ADDITIONAL DETAILS <br />R=S-0" <br />EXTEND BIOFILTRATION SWALE <br />1 f-oll WHERE APPLICABLE <br />\R=2'-O" <br />TOP OF DIKE <br />HOT MIX ASHPALT OVERSIDE DRAIN (HAMOD) <br />NOTE: SEE CALTRANS STD. PLAN D87D FOR DETAILS NOT SHOWN <br />McHenry Ave Corridor Imprownent Prood <br />Daft Accepted <br />AS -BUILT <br />Resident Engineer - Maurkic Rkwa, P.E. <br />RwAsionsBy 9, RZNJCCl June$, Z)2- <br />DFS FL DBS R/W <br />4.75' 4.75' <br />0.75 <br />FG 0.75' OG <br />_ �.. - - - - - - --- - I <br />2:1 OR 1.5 2:1 OR FLATTER <br />FLATTER <br />McHENRY AVENUE <br />(RIGHT RETENTION SWALE) <br />"M" 45+84.93 TO 47+26.00 <br />DATE <br />09-29-16 �Lzcvm <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 />9 <br />M <br />m <br />C D <br />PD x 6 MIN <br />PLAN <br />lW4 <br />A- <br />2:1 OR FLATTER <br />ROCK SLOPE <br />PROTECTION <br />METHOD B <br />0.5% C14 <br />x <br />.... . .... . <br />SECTION B-B <br />....... ...... <br />\_ ROCK SLOPE PROTECTION <br />w.J-1*rlAk0 <br />PIPE DIAMETER A 8 C D E NOTE: <br />(PD) "C" DIMENSION VARIES BY MANUFACTURER <br />18 to 9 It 2y4 to SEE NOTE 2#-3" 31-0" AND WILL BE PAID FOR AS CMP. <br />DFS DBS <br />75' FL 16.75 <br />DFS FL DBS <br />VARIES VARIES 0 . 75 <br />4.75 9_1 6.75' 4.75'- 16.7 5' FG 0.75' <br />0.75' - . - r <br />OG <br />FG OG 0.75 4:1 <br />- - -- - - - - - <br />-1 6j?0C- -rci Pi2 At tj 1. 5' 4: 1 OR FLATTER <br />- - - - <br />: 1 <br />2:1 OR 1.5' FLATTE <br />R McHENRY AVENUE <br />FLATTER <br />(RIGHT RETENTION SWALE) <br />McHENRY AVENUE "M" 50+08.00 TO 54+00.00 <br />(RIGHT RETENTION SWALE) <br />"M" 47+38.00 TO 49+92.00 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />DRAINAGE DETAILS <br />DRAWING <br />ss <br />DD-1 <br />RASH J. f SON *1 <br />0 <br />OF <br />No. C70999 ;:0 <br />• <br />.A. Ex p. 06- 30-17 <br />DD-2 <br />SHEET <br />Or chO <br />49 OF 176 <br />FILE NO. <br />