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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 STA31LIZE 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 DEPARTMENT. 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 I DATE <br />Brian Hammer 1 2/18/16 <br />DRAWER I SHEET NO. <br />Brian Hammer I V, 26 <br />CHECKED I DATE <br />Joe Domenichelli 1 2118116 <br />SHEET NAME <br />CROSS SECTIONS <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />90 <br />85 <br />80 <br />75 <br />70 <br />65 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />90 <br />85 <br />80 <br />75 <br />70 <br />65 <br />:1 <br />TYPICAL STA 3+83 TO 3+98.5 <br />-60 -40 -20 0 20 40 60 80 <br />CROSS SECTION B -B <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />TYPICAL STA 3+98.5 TO 4+12 <br />-bu -4U -20 0 20 40 60 80 <br />VAN ALLEN ROAD BRIDGE NO. 29C-115 <br />SCOUR MITIGATION PROJECT <br />SCALE (Van Allen Road Bridge at South Littlejohns Creek) <br />FEDERAL AID PROJECT NO. BPMP-5929 (226;) <br />1"=10, <br />CROSS SECTION C -C <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />de <br />110"Joseph W. Domenichelli <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />> STOCKTON, CALIFORNIA 95205 <br />' PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />ON 133HS <br />iECORD DRAWIN( <br />DeCtions <br />�b Chang B y <br />AM Person Using This Drawing Should Verify <br />N information By inspecting The Site Of Wnr <br />D 0r��I-E LL I��C' re MAkA 0113GAS <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />63MV6G <br />SHEET NO. <br />U <br />W <br />0 <br />ry <br />n <br />z <br />0 <br />a <br />0 <br />ry <br />D <br />0 <br />U <br />i <br />0 <br />9 <br />z <br />0 <br />J <br />W <br />Q <br />Z <br />I— <br />U <br />W <br />7) <br />O <br />ry <br />W <br />