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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 />PROJECT ENGINEER <br />Brian Hammer <br />DRAWER <br />Brian Hammer <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 />60 <br />(E) GROUND <br />---- -- ------ <br />(E) RSP TO <br />REMAIN IN PLACE <br />77.1' <br />_..._m.1.RSP (LIGHT, METHOD B) WITH FILTER <br />FABRIC, SEE DETAIL 1 ON SHEET 7 OF 8 <br />TYPICAL STA 4+32.5 TO 4+54 <br />j <br />t 14' ± I 38'± <br />S WSE <br />-$U -60 -40 -20 0 20 <br />CROSS SECTION F -F <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />TYPICAL STA 4+54 TO 5+34 <br />-92.9' <br />.e <br />_10V -L U U <br />CROSS SECTION G -G <br />SCALE: HORIZONTAL 1 "=10' <br />VERTICAL 1" = 10' <br />DATE CHECKED DATE <br />VAN ALLEN ROAD BRIDGE NO. 29C-115 <br />2/1s/16 <br />Joe Dom,enichelli 2/18/16 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Van Allen Road Bridge at South Littlejohns Creek) <br />FEDERAL AID PROJECT NO. BPMP-5929 (226;) <br />l?w A I CROSS SECTIONS =10 <br />Joseph W. Domenichelli <br />ON 133HS <br />^,corrections B =� <br />Vo Chan <br />Sate I L E. 1 �• <br />Any Person Using T11Iis DrIawing Should VeriK <br />I irWorrnation By inspecting The Site Of W01 <br />COUNTY OF SAN JOAQUIN �� rENIrC�317r- ��LLIr <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION &• SjS� �C�IrTJ� <br />' ` 1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />' PHONE: (209) 468 - 3000 1 101 Investment Blvd. Suite 1 15 Ph: (91 6) 933-1 997 <br />FAX: (209) 468 - 2999 EI Dorado Hills, CA 95762 Fax: (91 6) 933-4778 <br />H3MVH4 <br />SHEET NO. <br />6 of 8 <br />U <br />W <br />7) <br />O <br />ry <br />n <br />Z <br />O <br />Q <br />C� <br />ry <br />D <br />O <br />U <br />(J7 <br />I <br />O <br />9 <br />Z <br />w <br />Q <br />z <br />U <br />W <br />O <br />ry <br />n <br />