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N 2157963..0 <br />E 6409423 �5 C. <br />ELEV: K1r± <br />i:]-MITS OF NEW WIRE - <br />ENCLOSED RSP SEE <br />CROSS SECTIONS ON <br />SHEETS 3-6 <br />Z.52.. <br />N 2157951 <br />E 6409399. 7#*rk a . <br />ELEV: 99.8' <br />N 2157940.51 <br />E 6409423.82 <br />7/ <br />ELEV: 85.3' <br />LIMITS OF -' -�"` <br />NEW RSP e �c <br />N 2157904.99 <br />E 6409422.66 <br />ELEV: 86.7' <br />N 2157868.23- <br />E 6409399.71 <br />ELEV: 93.2' <br />PROJECT ENGINEER <br />Brian Hammer <br />DRAWER <br />Brian Hammer <br />N 2157856.58 <br />E 6409419.62 <br />ELEV: 101.8' <br />STA <br />157978.84 <br />N 2157979.62 <br />E 64 9458.661 E 6409460.46 <br />101' + ELEV: 101' ±- <br />NLEY PLAN VIEW <br />SCALE:1"=10' <br />N 2157988.88 <br />E 6409460.75 <br />ELEV: 101.8' <br />N 2157990.06 <br />E 6409476.99 <br />ELEV: 101.7' <br />6 <br />1 <br />REMOVE APPROX. <br />1025 SQ FT OF (E) <br />RSP WITHIN THE <br />LIMITS OF NEW RSP <br />CALTRANS RSP <br />SEE CROSS-SECTIONS <br />- ON SHEETS 3-6 <br />- N 2157921.50 <br />- E 6409457.59 <br />ELEV: 85.6 <br />N 2157902.57 <br />- E 6409459.50 <br />ELEV: 97.0' <br />4�, (. . <br />N 2157898.43 <br />E 6409476.99 <br />ELEV: 101'+ <br />N 2157895.70 <br />1-7 1-0'4 <br />; <br />6' N 2157885.64 E 6409467.1 <br />p' <br />E 6409,467.15 ELEV: 101' ± <br />' ELEV: '102' ± <br />' I N 2157885.71 <br />I <br />E 6409460.68 <br />102.11+ <br />O <br />i� <br />I <br />(E) PL <br />I t <br />(-Fqo <br />r,L%M%wArTiv D ^Nr) 1ZS? Cwwr- <br />Writ'r*0 <br />t5) W00 ?L k1t E0 <br />DATE CHECKED DATE <br />STANLEY ROAD BRIDGE NO. 29C-112 <br />2/18/16 Joe Domenichelli 2118116 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Stanley Road Bridge at Littlejohns Creek <br />FEDERAL AID PROJECT NO. BPMP-5929 (224)) <br />A it PLAN & CROSS SECTIONS <br />130 <br />125 <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 />ON i33HS <br />iECORDVV <br />WIN( <br />wrections B <br />b Gang <br />7�e � <br />Mort mg This D n S60u V <br />BY inspecting The Site of WAr <br />TYPICAL STA 0+00 TO 3+92 <br />ALIGNMENT `t <br />STA 3+82.62 <br />H3MV�10 <br />-80 -60 -40 -20 0 20 40 60 80 <br />CROSS SECTION A -A <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />Joseph W. Domenichelli <br />NOTES 1. & 2. (TO BE PAID UNDER HYDROSEEDING): <br />1. CONTRACTOR SHALL BACK -FILL THE UPPER TWO-THIRDS OF THE STREAM BANK AREAS RECEIVING ROCK SLOPE <br />PROTECTION (RIPRAP) WITH TOPSOIL. THE TOPSOIL FILL SHOULD BE PLACED TO FILL THE VOIDS IN THE ROCK SLOPE <br />PROTECTION AND PROVIDE A SUBSTRATE FOR REVEGETATION EFFORTS. THE SOIL SHALL BE COMPACTED TO THE <br />EXTENT POSSIBLE TO ACHIEVE FILLING OF THE VOIDS AND STABILIZE THE FILL. TO THE EXTENT PRACTICAL, SOIL <br />SHOULD BE WORKED INTO THE INTERSTITIAL SPACES AMONG ROCK (FILL THE VOIDS). THE EXCAVATOR'S BUCKET OR <br />A "SHEEP'S FOOT" MAY BE NEEDED TO WORK SOIL INTO THE VOIDS. <br />2. CONTRACTOR SHALL STABILIZE THE TOPSOIL COVERED RIPRAP AREAS BY SEEDING WITH A BLEND OF LOCALLY <br />NATIVE AND STERILE EROSION CONTROL GRASS SEEDS. THE SEED MIX SHALL BE PRE -APPROVED BY THE <br />DEPARTMENT. THE AREA SHALL BE REVEGETATED AS SOON AS POSSIBLE AFTER CONSTRUCTION ACTIVITIES IN <br />THOSE AREAS CEASE. SEEDED AREAS SHOULD BE COVERED WITH BROADCAST SEED -FREE STRAW. <br />3. SURFACE GRADES SHOWN ARE AT THE ALIGNMENT CENTERLINE STATION LABELED IN THE SECTION VIEW. <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />-r WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />D0-1 �, �J-A 31 rij ""EIN L led <br />&-S,S,OCIr� PrJ1 <br />1 10 1 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />SHEET NO. <br />3 of 8 <br />U <br />w <br />D <br />O <br />Z <br />O <br />Q <br />U <br />O <br />U <br />cn <br />N <br />T <br />U <br />N <br />0 <br />Z <br />w <br />0 <br />M <br />0 <br />Q <br />O <br />w <br />J <br />Z <br />w <br />Q <br />z <br />U <br />W <br />D <br />O <br />n <br />