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J <br />r <br />L <br />(n <br />/ <br />C <br />C <br />0 <br />3 <br />M <br />rn <br />1-1 <br />let <br />2 <br />0 <br />U <br />O <br />O <br />cD <br />O <br />N <br />N <br />o DATUM: <br />C 0" <br />4 U CD, <br />O X <br />i FILE NO.: <br />a <br />`"+On <br />CONFORM <br />AT EP <br />TO "R" 10+20 <br />"R" 6+00.00 <br />Elev 105.36 <br />17.00' Lt "R" 6+00.00 <br />/ Elev 105.02 <br />"R" 6+50.00 <br />Elev 105.49 <br />"R" 7+00.00 <br />Elev 105.42 <br />17 nn' I + "R" r,� r;n nn <br />"R" 7+50.00 <br />Elev 105.46 <br />NOTES (FOR THIS SHEET ONLY): <br />1. SEE SHEET T-2 FOR GENERAL NOTES, <br />LEGEND AND ABBREVIATIONS. <br />2. FROM THE CENTERLINE, DIMENSIONS <br />OFFSETS AND ELEVATIONS ARE <br />MEASURED TO THE EDGE OF <br />PAVEMENT, UNLESS OTHERWISE NOTED. <br />3. FOR ACCURATE RIGHT OF WAY AND <br />ACCESS DATA, SEE COUNTY OFFICE. <br />4. FOR SAWCUT AND ROADWAY <br />DEMOLITION INFORMATION, SEE <br />DEMOLITION PLANS. <br />5. SEE TYPICAL_ SECTION DRAWINGS FOR <br />PAVEMENT STRUCTURAL SECTION. <br />6. OVERLAY DRIVEWAY TO CONFORM. <br />7. MAINTAIN A MINIMUM OF 5 FEET FROM <br />THE CENTER OF EXISTING UTILITY <br />POLES TO BIORETENTION SWALE DITCH <br />BACKSLOPE. <br />"R" 8+00.00 <br />Elev 105.66 <br />Elev 105.95 <br />,,R" 9+00.00 <br />Elev 107.02 <br />18.16' Rt "R" 11+71.74 <br />Elev 115.05 <br />31.13' Rt "R" 11 4-85.91 <br />Elev 114.46 <br />41.34' Rt "R" 11 +82.34 <br />Elev 112.97 <br />SURVEY REVISION DESCRIPTION <br />A Pavement conform at west end <br />"R" 9+50.00 <br />Elev 108.19 <br />"R" 10+00.00 <br />Elev 109.85 <br />�-_ P ,/I._. __ _ <br />- ---- - - - - - - <br />17.00' Lt "R" 9+00.00 <br />32.29' Lt "R" 15+50.13 <br />Elev 117.97 <br />29.00' Lt "R" 15+42.33 <br />Elev 117.33 " <br />BEGIN HMA DIKE OPENING <br />31.79' Lt "R" 15+70.73 <br />,�lev 117.56 , <br />29.00' Lt "R" 15+79.10 <br />Elev 117.42 <br />END HMA DIKE OPENING <br />Elev 106.68120 <br />- <br />���r <br />Elev 107.77 <br />17.00' Lt "R" 10+ 00.00 <br />Elev 109.34 <br />h <br />. +00 <br />-------------- i 12+00 )+ 00 >, RyLINE 11 + 00 <br />RIVER ROAD ,�� ,/�'' ,•�/�___7 <br />............ P. <br />r SEE L / // / // '%/,•/ �\/ <br />_- / <br />PROTECT Exist r ,•- ,� �,/,,� . • / <br />` SEE DETAIL A FENCE IN PLACE <br />--- _ _--- 110� <br />-T <br />r <br />r ' / i• l t <br />19.98' Rt "R" 12+00.00 <br />Elev 115.87 -� <br />DETAIL A <br />BY DATE SCALE PREPARED BY <br />SL 105/08/18 <br />HORIZONTAL 1 "=40' DRAWN: F. WONG <br />VERTICAL N/A <br />DESIGNED. S. LAM <br />1 I I I 1 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 />22.08' Rt "R" 12+28.45 <br />Elev 117.25 <br />30.49' Rt "R" 12+17.10 <br />Elev 114.74 38.56' Rt "R" 12+ 30.47_ <br />DATE <br />ECOM <br />07-28-17 *4 <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 />32.13' Rt "R" 14+06.02 ,.., <br />Elev 118.51 31.36' Rt "R" 14+26.44 30.16' Rt "R" 14 <br />EElev 118.50 <br />Elev 118.42 <br />_ "� 44.11' Rt "R" 14+32.78 <br />36.42' R-t-" 14+19.68 Elev 117.60 <br />Elev 117.81 is <br />41.54' Rt "R" 14+20.27 <br />Elev 117.25 <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 />f ESS/p4 <br />rHERINA <br />LAM)-:-hm <br />OF <br />o. C7099Exp. <br />06-30-1CD-7 <br />•�' L'IVSHEET <br />44 Oc CRl\X <br />X OF 176 <br />�- r�tnniQIniie (""'.niintv\sn.gnq?Q7 (�rnwc I nnriinn\Unn (,An\nl Wnrkinn\l.Pnnra <br />FILE NO. <br />