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a <br />N <br />N <br />o DATUM. <br />3 <br />U � <br />iK <br />0 <br />co <br />S <br />.o <br />-� <br />e <br />X <br />�J1 <br />° E <br />i (7, FILE No <br />a.9 <br />' `� 9 <br />RIVER Rd <br />29.39' Rt <br />"R" 18+61.79 <br />Beg BIORETENTION SWALE <br />SWALE BOTTOM WIDTH=2' <br />FL 113.69 <br />i... <br />'�............ <br />..... <br />...... <br />20+00 aR„ LINE <br />21 + 00 <br />--_- �� O <br />22+00 Z + <br />HP/DFS 23+pp <br />EP _ <br />bi CO <br />• r 22.00 Rt L7 <br />J LtJ <br />22.00 Rt <br />22.18' Rt "R" 20+50.00 » 22.00' Rt <br />» F R 21 +00.00 22.00 Rt <br />R/W DBS - - _ R 20+00.00 L 114.46 FL 114,84 R 21+50.00 22.00 Rt _ <br />---....� SWALE BOTTOM - ` - - ° °- FL 115.11 R" 22+00.00 � .... � <br />27.50' Rt _ '� T - - - _..__ _ - - _ _ FL 115.36 R W R" 22+50.00 21.99 Rt <br />29.61 Rt 26.90 Rt � /Q / FL 115.37 R 234-00.00 1 <br />R" 18+90.42 ...--�.. „ WIDTH-3 <br />,� R" 19+26.59 R 19+43.40 FL 114.09 j- :.� rR_.._..-_ _ �.� <br />FL 115.52 <br />FL 113.67 - -- _ - »R» 23+50.00 <br />,,�-- FL 110,33 � SWALE BOTTOM TRANSITION � , �,. ....�, <br />LOW POINT W= 2' TO 3' v-.� ® - _ _ FL 115.6 7 <br />R/W <br />FL 111.12 <br />RIVER ROAD <br />19+00 <br />1.66' Lt <br />R" 19+ 45.71 <br />RCP FL 11.0.8 <br />12" RCP <br />29.26' Rt <br />"R" 19+28.89 <br />RCP FL 110.5 <br />RIVER Rd <br />_ I <br />n <br />21.' Rt 21.94' Rt <br />D 96 <br />21.97' Rt % 22.08' Rt <br />N "R" 24+00.00 "R» 24+50.00 "R" 25+00.00 "R" 25+50.00 <br />+ FL 115.82 FL 115.96 FL 116.11 FL 116.28 <br />o_ <br />R/W <br />HMA DIKE <br />SURVEY <br />24+00 <br />HP/ <br />3' DFS Var 2'-7' <br />5% <br />FL <br />25+00 <br />r 9, _ ,3, <br />� Var 1'-2" ­4 <br />DITCH <br />BOTTOM <br />SCALE: 1 "=20' <br />26+00 <br />......:.... <br />- HP/DFS -� 27+40 <br />EP <br />- - <br />Moto <br />22.22' Rt <br />"R" 26+00.00 22.67' Rt ----- <br />FL 116.52 "R" 26+50.00 23.14' Rt - <br />- - FL 116.11 "R" 27+00.00 <br />9 �- <br />_ - - -- FL 116.73 23.89 Rt --'--- <br />"R" 27+50.00 24,69' Rt <br />- _ FL 116.88 »R" 28+00.00 <br />- - FL 116.94 <br />/W <br />EXISTING <br />TOP OF <br />DBS 2' Min BANK <br />OG <br />i <br />-_----- <br />N,\ / <br />i FG <br />2:1 OR FLATTER 2: OR FLATTER <br />TYPICAL SECTION <br />(BIORETENTION SWALE) <br />NO SCALE <br />REVISION DESCRIPTION BY DATE SCALE PREPARED BY <br />Al Revised ditch at River Rd SL 01/30/18 <br />HORIZONTAL AS SHOWN DRAWN: F. WONG <br />VERTICAL N/A <br />DESIGNED. S. LAM <br />I CHECKED: C. PONCE <br />INCHES <br />0 10 20 30 ao 50 APPROVED T. BARNARD <br />MILLIMETERS <br />„R„ LINE <br />SCALE: 1 "=20' <br />DATE <br />07-28-17 <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 />P Y.C' p <br />_ - <br />e: <br />Note: Add Check Dams at: <br />Sta. <br />20+75 <br />Rt <br />Sta. <br />22+00 <br />Rt <br />Sta. <br />23+25 <br />Rt <br />Sta. <br />24+50 <br />Rt <br />Sta. <br />25+75 <br />Rt <br />Sta. <br />27+00 <br />Rt <br />25.24' Rt <br />"R" 28+25.54 <br />END BIORETENTION SWAL <br />SWALE BOTTOM WIDTH 2' to 3' as directed by the Engineer. <br />FL 117.11 <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By -- 9/28/2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />CONSTRUCTION DETAILS <br />RIVER ROAD DRIVEWAY CONFORM DETAIL <br />NEW SHEET Al <br />DRAWING <br />PROF ESS/pN <br />l <br />SHERINA LAM '. Z <br />OF <br />No. C70994 <br />,* �.•Exp. 06-30-19 :: * <br />D D - 2 <br />�%�•C1V1� •�� <br />f <br />SHEET <br />OF ChO <br />XX OF 176 <br />FILE NO. <br />