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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 STA3ILIZE 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 />70 <br />65 <br />60 <br />55 <br />50 <br />45 <br />40 <br />35 <br />30 <br />25 <br />20 <br />TYPICAL STA 4+01 TO 4+23 <br />TRANSITIONE � <br />SURFACE GRADES <br />FROM STA. 4+13.85 TO EXISTING i <br />GRADES AT STA. 4+01. ! _ <br />C <br />0 0 <br />RSP (NO. 2, METHOD B) WITH <br />LID <br />_. <br />33.8' FILTER FABRIC, SEE DETAIL 1 <br />LQ <br />_ I ON SHEET 7 OF 9 <br />i <br />on <br />-$0 -60 -40 -20 0 20 <br />CROSS SECTION B -B <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />75 <br />70 <br />65 <br />60 <br />55 <br />50 <br />45 <br />40 <br />35 <br />30 <br />25 <br />413 <br />40 60 <br />RECORD D AVT <br />Corrections By <br />No Changes By <br />Date <br />Any person Using ThiInspec <br />ting a g Should View* <br />The Site of MIS? <br />All Information By pctin g <br />-bU -40 -20 0 <br />CROSS SECTION C -C <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />Joe Domenichelli <br />DATE <br />2/18/16 <br />AUSTIN ROAD BRIDGE NO. 29C-259 <br />SCOUR MITIGATION PROJECT <br />(Austin Road Bridge at South Littlejohns Creek) <br />FEDERAL AID PROJECT NO. BPMP-5929 (223) <br />Brian Hammer <br />2/18/16 <br />DRAWER <br />SHEET NO. <br />SHEET NAME <br />SCALE <br />Brian Hammer <br />A.�' <br />CROSS SECTIONS <br />>>,_�o, <br />0 <br />20 <br />o N0. C38C/v068 a <br />qTF �F CAS ���\P *7 - 1- <br />Joseph W. Domenichelli <br />M <br />A <br />COUNTY OF SAN JOAQUIN DC�1 rN.� -if IC, j;r- E�LLI <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION 4r• - �88 0 C,ILA%T�ES� <br /># 1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 1 101 Investment Blvd. Suite 115 Ph: (91 6) 933-1997 <br />FAX: (209) 468 -2999 EI Dorado Hills, CA 95762 Fax: (91 6) 933-4778 <br />ON i33HS <br />213M`d 10 <br />SHEET NO. <br />4 of 9 <br />U <br />w <br />D <br />O <br />Z <br />O <br />Q <br />U <br />O <br />U <br />U) <br />CD <br />Ln <br />N <br />1 <br />U <br />0) <br />N <br />O <br />Z <br />w <br />0 <br />F <br />0 <br />Q <br />O <br />ry <br />z <br />Q <br />w <br />Q <br />z <br />U <br />w <br />O <br />ry <br />n <br />