Laserfiche WebLink
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 />75 <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+30 TO 4+45 <br />-80 =60 -40 -20 0 20 40 60 <br />CROSS SECTION D -D <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 />20 <br />_ <br />(E) ROAD <br />TYPICAL STA 4+45 TO 4+51 <br />ALIGNMENT CL <br />STA 4+48.71 <br />(E) BRIDGE DECK <br />NORTH —`�_ <br />ABUTMENT — J <br />I <br />v - <br />CONCRETE SLAB AND BAFFLE, <br />SEE DETAIL 3 ON SHEET 7 OF 9 <br />7J <br />i <br />—SOUTH <br />LI -8u -b0 -40 -20 0 20 40 60 <br />CROSS SECTION E -E <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />DATE <br />CHECKED <br />DATE <br />ESS/ <br />AUSTIN ROAD BRIDGE NO. 29C-259 <br />Q <br />��o� Uk <br />z/>8/16 <br />Joe Domentichelli <br />2/18/6 <br />SCOUR MITIGATION PROJECT <br />(Austin Road Bridge at South Littlejohns Creek) <br />*� N0. C38068 <br />SHEET NO. <br />SHEET NAME <br />SCALE <br />FEDERAL AID PROJECT NO. BPMP-5929 (2230C <br />cV�� <br />FOF CA- <br />CROSS SECTIONS <br />"=�o' <br />A L <br />Joseph W. Domenichelli <br />RECORD DRAWINL <br />Cm w By , G!✓ v l�f'� <br />No (Changes By— <br />Daa IZ -ss—l6 <br />Any Psraon Using This Drawing Should VWft <br />All Inlbrmotion By Inspecting The Site Of tlMor <br />COUNTY OF SAN JOAQUIN ��1 r- ��•,��'Ir -` RLR LX <br />DEPARTMENT OF PUBLIC <br />` WORKS BRIDGE DIVISION &'��Ir� T�:28 <br />$: 1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 1 101 Investment Blvd. Suite 1 15 Ph: (91 6) 933-1997 <br />FAX: (209) 468 - 2999 EI Dorado Hills, CA 95762 Fax: (91 6) 933-4778 <br />'ON l33HS <br />2:13MV�1 a <br />SHEET NO. <br />5 of 9 <br />U <br />W <br />D <br />O <br />ry <br />n <br />z <br />O <br />Q <br />O <br />U <br />Ln <br />N <br />U <br />N <br />O <br />Z <br />w <br />c� <br />0 <br />Fy <br />0 <br />Q <br />O <br />Z <br />Q <br />w <br />Q <br />z <br />U <br />III <br />O <br />ry <br />n <br />