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NOTES & 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 />TYPICAL STA 4+12 TO 4+21 <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 />f NORTH <br />ABUTMENT _ _ OHW ___ 9' <br />~3' <br />I <br />11-972.1' 3.8'� <br />j (E) GABIAN RSP TO <br />t <br />T <br />REMAIN IN PLACE <br />76.7' <br />O O p /1 O OO O C <br />$� REMOVE FIRST ROW OF (E) GABIANS AND <br />INSTALL RSP (LIGHT, METHOD B) UNIFORM TO 4' MIN <br />73.1' 74.0' <br />UPSTREAM AND DOWNSTREAM CONDITIONS AT <br />A THICKNESS OF 4 FT ! 2.75' MIN <br />SOUTH <br />1 ABUTMENT <br />y GA13 ON MATTRESS (NO.2-�-W]TH FILTER <br />RIC, SEE DETAIL 2 ON SHEET 7 OF 8 <br />rc k7-9.6 -rftGM%G: <br />AT wfl\4 of 11; TAIM. <br />4' MIN <br />E <br />—RSP (LIGHT, METHOD B) WITH FILTER FABRIC, <br />SEE DETAIL 1 ON SHEET 7 OF 8 <br />-60 -40 -20 0 20 40 <br />CROSS SECTION D -D <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />TYPICAL STA 4+21 TO 4+32.5 <br />-60 -40 -20 0 20 40 60 80 <br />CROSS SECTION E -E <br />DATE CHECKED DATE <br />VAN ALLEN ROAD BRIDGE N0. 29C-115 <br />2/18/96 Joe Domenichellt 2/18/96 <br />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 />CROSS SECTIONS 1 =10 <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />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 />4 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />_ _, <br />'ON 1SSHS <br />t /' � d <br />iEC.0R!qD,WA1W1N( <br />30yections By <br />t4o Ctaang <br />4,ny Person Using This br wing Should Verily <br />AN ft mation By inspecting The Site Of WrN <br />DO -MIN rIRNIrGH& ��L L Ir <br />-A-8SjorJcJlr��z'�E�s� <br />1101 Investment Elvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />SHEET NO. <br />5 of 8 <br />U <br />W <br />D <br />O <br />ry <br />n <br />z <br />O <br />Q <br />c� <br />ry <br />D <br />O <br />U <br />U) <br />I <br />O <br />9 <br />z <br />LD <br />J <br />W <br />Q <br />Z <br />U <br />W <br />O <br />ry <br />n <br />