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NOTES: <br />(NOTES 1 & 2 TO BE PAID UNDER HYDROSEEDING) <br />1. CONTRACTOR SHALL BACK -FILL THE UPPER TWO-THIRDS OF THE <br />STREAM BANK AREAS RECEIVING ROCK SLOPE PROTECTION <br />(RIPRAP) WITH TOPSOIL. THE TOPSOIL FILL SHOULD BE PLACED TO <br />FILL THE VOIDS IN THE ROCK SLOPE PROTECTION AND PROVIDE A <br />SUBSTRATE FOR REVEGETATION EFFORTS. THE SOIL SHALL BE <br />COMPACTED TO THE EXTENT POSSIBLE TO ACHIEVE FILLING OF <br />THE VOIDS AND STABILIZE THE FILL. TO THE EXTENT PRACTICAL, <br />SOIL SHOULD BE WORKED INTO THE INTERSTITIAL SPACES AMONG <br />ROCK (FILL THE VOIDS). THE EXCAVATOR'S BUCKET OR A "SHEEP'S <br />FOOT" MAY BE NEEDED TO WORK SOIL INTO THE VOIDS. <br />2. CONTRACTOR SHALL STABILIZE THE TOPSOIL COVERED RIPRAP <br />AREAS BY SEEDING WITH A BLEND OF LOCALLY NATIVE AND <br />STERILE EROSION CONTROL GRASS SEEDS. THE SEED MIX SHALL BE <br />PRE -APPROVED BY THE ENGINEER. THE AREA SHALL BE <br />REVEGETATED AS SOON AS POSSIBLE AFTER CONSTRUCTION <br />ACTIVITIES IN THOSE AREAS CEASE. SEEDED AREAS SHOULD BE <br />COVERED WITH BROADCAST SEED -FREE STRAW. <br />3. SURFACE GRADES SHOWN ARE AT THE ALIGNMENT CENTERLINE <br />STATION LABELED IN THE SECTION VIEW. <br />PROJECT ENGINEER DATE <br />JOE DOMENICHELLI 12/8/16 <br />DRAWN BY DATE <br />DAVID COOPER 12/8/16 <br />N: 2148974.72 <br />E: 6383254.30 <br />ELEV: 68.5' <br />N: 2148971.51 <br />E:6383246 ' 67 <br />ELEV 6.0' <br />60' <br />55' <br />LIMITS OF <br />NEW RSP <br />N: 2148924.28-� <br />E: 6383312.28 <br />ELEV: 68'± <br />R/W <br />N: 2148983.95 <br />E: 6383263.35 <br />ELEV: 68.9' <br />_..:: <br />■,w-11111111 ■ <br />N: 2149016.65 <br />E: 6383287.88 <br />ELEV: 67.8' <br />N: 2148995.61 <br />E: 6383314.53 <br />39' <br />_■AWW■W11111111■■■, <br />N: 2149022 29 <br />E: 6383280.54 <br />ELEV: 70.0' <br />20' <br />■ o. <br />Ell <br />a <br />.......... , <br />37' <br />20' N: 2148942.77 N: 214897 . <br />E: 6383320.01 E: 6383344.26 <br />ELEV: 68.3' ELEV: 67.5' l <br />(E) EP <br />MARIPOSA PLAN VIEW <br />SCALE: 1"=10' <br />TYPICAL STA 0+00 TO 3+90 <br />1 <br />N: 2148992.10 <br />E: 6383355.86 <br />ELEV: 68.7' <br />R/W <br />N: 214 974.38 <br />E: 6383347.92 <br />ELEV: 68.7' <br />-60 -40 -20 0 2U 4U Uu <br />CROSS SECTION A -A <br />SCALE: HORIZONTAL 111=10' <br />VERTICAL 1" = 10' <br />CHECKED BY DATE <br />MARIPOSA ROAD BRIDGE NO. 29C-176 <br />BRIAN HAMMER 12/8/16 SCOUR MITIGATION PROJECT <br />SHEET NAME SCALE (Mariposa Road Bridge at South Littlejohns Creek) <br />PLAN & CROSS SECTION 1"-10' FEDERAL AID PROJECT NO. BPMPL-5929 (227) <br />ESS/�N9 <br />o N0. C38068 <br />* Exp. 3/31/17 \ <br />s9l5OF� V�\� <br />Pr ect Manager, J.W. Domenichelli <br />;y COUNTY OF SAN JOAQUIN <br />4 <br />DEPARTMENT OF PUBLIC <br />G %Alt Qoinr� nniieinni <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />g �o 2 <br />ON lIIIIHS <br />iECORD DRAWN( <br />~ions By <br />Vo Changes By <br />4kny Person Using This Drawing Should Vora <br />%I information By insr)ectinq The Site Of Wte <br />DOrNdNICJHrEJLLI &- <br />�S��OC�Ir��WjSJ <br />1 10 1 Investment Blvd., Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 (=ax: (916) 933-4778 <br />81M`d JG <br />SHEET NO. <br />3 of 8 <br />14 <br />w <br />Q <br />Z <br />U <br />W <br />7) <br />O <br />n <br />