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CCO 18 Sheet 4 of 5 <br />PM <br />0 <br />0 <br />C <br />V <br />I <br />CN <br />CV <br />N <br />o DATUM <br />0 <br />C <br />3 <br />0 <br />U <br />n <br />v c <br />AJ <br />o <br />o , <br />n <br />FILE No <br />a <br />62.26'Rt <br />r <br />"M'y 45+75.54-�-����� <br />McHenry Ave Corridor Improvement Project <br />Beg UNLINED V-DITCH Basin No. 5 / <br />FL 114.69 <br />62.M" ,20' Rt Sta. 19+59.22 AS -BUILT <br />45+71.89 <br />FL 114.78 Basin No. 6 Resident Engineer - Mauricio Rivera, P.E. <br />Approx GUY WIRE -�., / / 65.79' Rt � �( • <br />ANCHOR LOCATION I "M" 45+64.78 1 Sta. 19+67.22 Revisions By -" 9/28/2021 <br />\ ,\ <br />(T YP) FL 114. 6 4 � I 66.81' Rt 6J 1 �(� 11A � <br />DFS l \ \ .,M., 45+56.88 <br />FL 114.49 72.e7' Rt <br />Approx WOODLOCATION _ , , __--- M 5+47.7F <br />75.64' Rt t END UNLINED V-DITCH � <br />DBS j• <br />"M" 45+36.43 `�- ; _- Beg DITCH TRANSITION �� <br />1 �eJ <br />END DITCH TRANSITION FI- 114.71 <br />WITH BOTTOM WIDTH=2' `, 5r.78' Lt j - 40.05' Lt 0���, �C' q <br />Beg BIORETENTION SWALE �\ "R" 19+00.00 R 20+00.00 4 � <br />SWALE BOTTOM WIDTH=2' \ FL 1113.93 SWALE BOTTOM WIDTH=O' G \ `_____ _ -- 1 DI (Mod) � 33.29, Lt <br />FL 14.30 -_ r FL 113.91 % <br />38.22 Lt "R" 23+00.00 <br />-- �--- , R 20+50.00 36.03 Lt FL 116.91 <br />- •`"''""'� �R RC ---= y. _ _ _ FL 114.07 "R" 21+00.00 34.41 Lt 33.31' Lt 33.05' Lt 39' Lt <br />33. <br />11.50 G2 DI (Mod) �'" - `--__---- - - FL 114.54 "R" 21+50.00 `R"" 22+00.00 "R" 22+50.00 <br />- FL 115.23 R 23+26.09 <br />�L=16 �`--- END BIORETENTION SWALE <br />---- --- --- FL 115.82 FL 116.75 '�, <br />CDHPE OR RCP �_,.. _ --- - - <br />FL 111.20 I L=�� 42.33 Lt _TT_------------_______� Des <br />___ `' - - Cr SWALE BOTTOM WIDTH=O' <br />1 44.66' Lt CDHPE R 19+51.22------ -_ ---_ - ___ �Z-_ --- _----------------- - �: FL 117.40 <br />_ OF' RCP SWALE BOTTOM TRANSITION <br />ti. -------__ ---- ----- _----- <br />u, F R 19 + 26.84 W= 2' TO 0' -�-_ - _ R <br />O, L 111.00 ----- - - <br />FL. 113.53 L=16 _��._,. EP /w <br />--- - - _ <br />LOW P FL 109.50 �� <br />FL 110.80 19+00 RIVER F',d 20+00- <br />18+00 FL 110.60 - „ LINE +00 R 21 - `�---_ <br />„ <br />---- -- <br />0 <br />z <br />Q <br />Ln <br />FIG <br />A <br />� - __ ------_ ----- ------------------- <br />RIVER ROAD <br />SCALE: 1 "=20' <br />BIORETENTION SWALE <br />li <br />� CV <br />18" CORRUGAT`0 HIGH DENSITY <br />POLYETHYLF,JE PIPE (CHDPE) <br />OR RCP 6=0.3% <br />5" WEEP HOLE <br />AID 'z; CLASS 11 <br />rtKIVIEABLE MATERIAL <br />OR DRAIN R(,-�K <br />RSP FABRIC <br />G2 DRAINAGE INLET <br />(MODIFIED) <br />NO SCALE <br />NOTE: SEE CALTRANS STANDARD PLANS FOR ADDITIONAL <br />DETAILS AND DIMENSIONS NOT SHOWN. <br />SEE NYOPLAST D.I. DETAIL ON SHEET DD-2R1 <br />SURVEY REVISION DESCRIPTION <br />A Revised ditch at River Rd <br />PERMEABLE <br />SOIL LAYER <br />r <br />BY DATE SCALE PREPARED BY <br />SL 01/30/18 <br />HORIZONTAL: AS SHOWN DRAWN: F. WONG <br />VERTICAL N/A <br />DESIGNED. S. LAM <br />I I I I I CHECKED: C. PONCE <br />INCHES <br />0 10 20 30 40 50 APPROVED: T. BARNARD <br />I I I I I <br />- - MILLIMET RS <br />OG <br />FG - <br />EXISTING <br />TOP OF <br />RW 21t BERM 1, 2' DBS <br />FG= OG <br />i <br />FIG <br />6: 1 <br />DATE <br />07-28-17 acoM <br />07-28-17 TECHNICAL SERVICES, INC. <br />07-28-17 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />07-28-17 T 916.414.5800 F 916.414.1557 <br />FL DFS VARIES HP 2' <br />MAINTAIN <br />EXISTING <br />ELEVATIONS <br />AT UTILITIES <br />1.5% 5% <br />2: 1 <br />TYPICAL SECTION <br />(UNLINED DITCH) <br />NO SCALE <br />2: 1 - <br />2:1 OR FLATTER <br />0' _ 2' FL <br />DITCH <br />BOTTOM <br />TYPICAL SECTION <br />(BIORETENTION SWALE) <br />NO SCALE <br />u.. <br />9; <br />23+00 <br />HP/DFS 2' EP <br />8% <br />FAM <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />EP <br />McHENRYA' E IMPROVEMENTS <br />CONSTRUCTION DETAILS <br />RIVER ROAD DRIVEWAY CONFORM DETAIL <br />NEW SHEET Al <br />DRAWING <br />QVFESSIpNq <br />fin..,........•.• l <br />��.• •%Fyn <br />DD-3 <br />SHERINA LAM <br />OF <br />No. C70994 <br />.xp. <br />Pq •�•••.�IV\\-.•• • <br />DD-2 <br />SHEET <br />XX OF176 <br />FILE NO. <br />