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h i n'll . <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 1218/16 <br />DRAWN BY DATE <br />DAVID COOPER 12/8/16 <br />95 <br />90 <br />85 <br />or% <br />20' <br />TYPICAL STA 4+25 TO 4+37 <br />ALIGNMENT LOW FLOW CHANNEL) <br />STA 4+30.09 <br />....._ .....__ <br />18' 15� 21' <br />95- <br />90 - <br />85 <br />80 _ <br />75 <br />70 - <br />65 <br />60 - <br />55 <br />50 <br />45 - <br />CROS <br />0 20 40 60 80 <br />S SECTION D -D <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />TYPICAL STA 4+37 TO 4+50 <br />i..... . I <br />2.5' M1 I 11' 9' <br />...... ................ ­­­ --1---- � ­ ­­­ ­­­ � - ­­ � .111.1.1 111.1 ­ 1-1 ­ I f 11 1 1. 111-1--j]k 7 <br />R <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 />CROSS SECTIONS 1"-10' FEDERAL AID PROJECT N0. BPMPL-5929 (227) <br />CRO <br />53.9'--/ 54.6' <br />2.5' MIN <br />0 20 <br />SS SECTION E -E <br />SCALE: HORIZONTAL 1'1=10' <br />VERTICAL 1" = 10' <br />44 :.1.01 <br />Pr ect Manager, J.W. Domenichelli <br />.R <br />•l <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 />g 10 5 <br />'ON lIIIIHS <br />iECORD DRAWIN( <br />'jorfections By <br />40 Charges Bv__ <br />Any Pemon- Using This Dr ng Should Vwti <br />N information 8y Insnectinci The Site Of W mr <br />I P.; <br />�=SJS�OCJIr�� �E�SJ <br />1101 Investment Blvd., Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />�jljmvd j4 <br />SHEET NO. <br />5 of 8 <br />- <br />........................ <br />0 <br />O <br />r <br />...... <br />95- <br />90 - <br />85 <br />80 _ <br />75 <br />70 - <br />65 <br />60 - <br />55 <br />50 <br />45 - <br />CROS <br />0 20 40 60 80 <br />S SECTION D -D <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />TYPICAL STA 4+37 TO 4+50 <br />i..... . I <br />2.5' M1 I 11' 9' <br />...... ................ ­­­ --1---- � ­ ­­­ ­­­ � - ­­ � .111.1.1 111.1 ­ 1-1 ­ I f 11 1 1. 111-1--j]k 7 <br />R <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 />CROSS SECTIONS 1"-10' FEDERAL AID PROJECT N0. BPMPL-5929 (227) <br />CRO <br />53.9'--/ 54.6' <br />2.5' MIN <br />0 20 <br />SS SECTION E -E <br />SCALE: HORIZONTAL 1'1=10' <br />VERTICAL 1" = 10' <br />44 :.1.01 <br />Pr ect Manager, J.W. Domenichelli <br />.R <br />•l <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 />g 10 5 <br />'ON lIIIIHS <br />iECORD DRAWIN( <br />'jorfections By <br />40 Charges Bv__ <br />Any Pemon- Using This Dr ng Should Vwti <br />N information 8y Insnectinci The Site Of W mr <br />I P.; <br />�=SJS�OCJIr�� �E�SJ <br />1101 Investment Blvd., Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />�jljmvd j4 <br />SHEET NO. <br />5 of 8 <br />