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CCO 024 - Sheet 7 <br />51 2.94' Rt "R" 28+00.00 <br />I GB, Elev 118.60 N <br />15.21 Lt R 27+50.00 <br />€(ev 118.29 <br />\ 1.80' R "R" 27+34.80 <br />17.01' Lt "R" 27+00.00 t-lov 118.50 <br />Elev 118.40 �. <br />1 <br />18.91' Lt "R" 26+50.00 <br />Elev 118.40 <br />-- - ----- - - - _ - 20.91' Lt "R" 26+00.00 <br />VW Elev 118.40 <br />--..-- - - - .---- ----- :� - - - - - - - - - - <br />4.07' Rt "R" 28+50.00 <br />GB, Elev 118.72 <br />13.49' Lt "R" 28+00.00 <br />Elev 118.19 <br />16.58' Lt "R" 28+74.1 EC 16.61' Lt "R" 28+97.57 BC <br />CONFORM DRIVEWAY ` CONFORM DRIVEWA' Elev182i <br />Elev 118.3t <br />R1.�5' \ `. <br />-. r <br />' 2 -'- Lam'' 25+50.00 SAWCUT25+00 <br />----------------------- <br />- -- -- RIVER Rd 26+00 <br />----------- <br />------- <br />_ <br />- 27 00 <br />" -_-_+00.00 <br />R 25 <br />--- Elev _.. <br />NOTES (FOR THIS SHEET ONLY): <br />1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. <br />2. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE <br />MEASURED TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. <br />3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE. <br />4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION <br />PLANS. <br />5. SEE TYPICAL SECTION DRAWINGS FOR PAVEMENT STRUCTURAL SECTION. <br />6. OVERLAY DRIVEWAY TO CONFORM. <br />7. MAINTAIN A MINIMUM OF 5 FEET FROM THE CENTER OF EXISTING UTILITY <br />POLES TO BIORETENTION SWALE DITCH BACKSLOPE. <br />E <br />Ld <br />O <br />N <br />m <br />EP HP/DFS FL DBS <br />4' 4' 4' <br />d <br />E OG <br />U <br />SWALE FLATTER <br />s <br />i <br />RIVER ROAD <br />3 (RIGHT DRAINAGE SWALE) <br />2 "R" 26+87 TO 27+00 <br />a <br />0 <br />C <br />v <br />U <br />W` SURVEY REVISION DESCRIPTION <br />N <br />c DATUM. RIVER ROAD DRIVEWAY CONFORM <br />0 <br />�T <br />O <br />Ua <br />9 <br />8 X <br />u <br />o <br />a FILE No.: - - <br />>• \gfnniCln114 r'.niinty\R(lsio.1,i747 r'rnwq 1 nnriinn\qno rAn\ol Wnrkinn\r.PnnrrP <br />R/W <br />i <br />OG\ <br />-------_ <br />0.7' " 26+50.00 'Rt "R" 27+00.00- 1.31� <br />, r pL <br />HP EP <br />4' <br />2:1 OR <br />FLATTER <br />OG <br />VARIES <br />30'-39.7' <br />DBS FL HP EP ETW <br />4' 4' 2' 5' <br />4:1 OR-' <br />FLATTER <br />RETENTION SWALE <br />(SEE DU DWG) <br />BY DATE. SCALE PREPARED BY <br />HORIZON] -AL 1"=20' DRAWN: F. DeMARCO <br />VERTICAL: N /A <br />DESIGNED: R. GIBSON <br />I I I I I CHECKED: K. OAKS <br />INCHES <br />10 20 3h 40 50 APPROVED: T. BARNARD <br />I MILLIMETERS I I <br />"R" LINE <br />CONFORM <br />\NOTE 6) <br />GIB, Elev 118 90 <br />� McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />' Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By 9/28/2021 <br />GB ETW <br />VARIES VARIES VARIES 5' <br />12'- 24' 0'-4.36' ' 11.38'-12' - <br />VARIES VARIES <br />15.2'-22.2' 1.8'-6.8' <br />3% & Var <br />Exist EP <br />1' PG <br />SAWCUT / <br />1 <br />1 <br />1 - <br />EXISt <br />--- 0.25' AC <br />RIVER ROAD 0.50' AB <br />"R" 25+00.00 TO 30+00.00 <br />7w e_ , . <br />DATE <br />P 9. Y. H <br />09-29-16 <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />09-29-16 <br />2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />91�F� RN <br />FILE NO. <br />11.72' Lt "R" 29+ 06.23 <br />END DRIVEWAY <br />Elev 118.17 <br />11.82' Lt "R" 29+12.09 <br />BEGIN DRIVEWAY <br />Elev 118.23 <br />16.98' Lt "R" 29+20.66 <br />CONFORM DRIVEWAY <br />Elev 117.9f <br />--CONFORM (SEE NOTE 6) <br />17.46' Lt "R" 29+43.62 <br />CONFORM DRIVEWAY <br />Elev 118.1f <br />12.66' Lt "R" 29+52.39 <br />END DRIVEWAY <br />Elev 118.36 <br />�i 13.91' Lt "R" 30+00.00 <br />�--- Elev 118.73 <br />R/w <br />CONFORM- <br />-�- I <br />. Rt "R" 30+00.00 <br />----� GB, Elev 119.07 <br />l-V.T1 1\L 11% LJ I VO.VT VV I <br />CONFORM DRIVEWAY <br />Elev 118.1 f R=14.4' <br />18.67' Rt "R" 29+80.53 EC <br />END DRIVEWAY <br />Elev 118.65 <br />18.11' Rt "R" 30+00.00 <br />Elev 118.67 <br />Exist <br />R/W <br />VARIES <br />49.2'- 52.8' <br />EP HP FL DBS <br />4' 4' 4' <br />SAWCUT--\ <br />HMA DIKE <br />(TYPE E) <br />_ 5% OG <br />_1� <br />4:1 OR <br />FLATTER <br />TENTION SWALE <br />VAKItJ 0.1 - I c.c (SEE DU DWG) <br />REMOVE BASE �a\ <br />AND SURFACING <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />CONSTRUCTION DETAILS <br />RIVER ROAD DRIVEWAY CONFORM DETAIL <br />NEW SHEET A <br />DRAWING <br />QRO SS/ <br />. .• •. �ti <br />CD-8 <br />Gs <br />RASHO J. GIBSON ; Z <br />O F <br />.No. C70999 <br />*%Exp, <br />CD-7 <br />1, i16-30-t7 �; 1• <br />7� <br />7f •.�• <br />L,�V�L •.•• <br />lF <br />SHEET <br />OF ui\FO��\� <br />X X of 17 6 <br />