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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 />70 <br />65 <br />60 <br />55 <br />50 <br />45 <br />40 <br />35 <br />30 <br />25 <br />20 <br />N 2145850.28 <br />E 6364352.27 <br />ELEV: 45.0' <br />N 2145845.79 <br />E 6364332.85 1 <br />ELEV: 43.49' I <br />I_ <br />LIMITS OF <br />NEW RSP <br />:X <br />ED <br />co <br />N: 2145815.99 <br />E: 6364350.57 L <br />N: 2145808.73 <br />E: 6364333.41 <br />N 2145792.65 <br />E 6364332.60 <br />ELEV: 38.85' <br />N 2145782.26 <br />E 6364344.49 <br />ELEV: 44.31' <br />c <br />1/�c3c. U_� Ir- <br />R/W - N 2145792.91 <br />E 6364352.39 <br />ELEV: 44.97 <br />N 2145849.18 <br />E 6364381.63 <br />ELEV: 45.51' <br />1 <br />�C <br />2 <br />N <br />E:145804.69 <br />364352.67 <br />ELEV: 33.9' <br />N 2145850.60 <br />E 6364400.96 <br />ELEV: 43.96' <br />_ N <br />-- 40' <br />CALTRANS RSP <br />SEE CROSS-SECTIONS <br />ON SHEETS 4-6 <br />LO <br />OF LOW FLOW CHANNEL <br />N: 2145822.42 <br />E: 6364406.68 <br />-� <br />N: 2145819.39 <br />_ - .- -- --- 40'- E: 6364384.36 <br />- ' N 2145804.53 <br />E 6364380.79 <br />ELEV: 33.9' <br />N 2145799.47 <br />E 6364400.77 <br />ELEV: 44.67' <br />R/W <br />- N 2145796.2 <br />E 6364380.79 <br />ELEV: 45.01' <br />(E) EP� <br />AUSTIN PLAN VIEW <br />SCALE:1 "=10' <br />TYPICAL STA 0+00 TO 4+01 <br />20, <br />I (E) GROUND <br />---i --------- --------- <br />-8U -60 -40 -20 0 20 40 60 80 <br />CROSS SECTION A -A <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1'° = 10' <br />PROJECT ENGINEER DATE CHECKED DATE <br />ESS/ o� COUNTY OF SAN JOAQUIN <br />Brian Hammer 2118116 Joe Domenichelli 2/18/16 AUSTIN ROAD BRIDGE NO. 29C-259 �����.00MF�q� DEPARTMENT OF PUBLIC <br />SCOUR MITIGATION PROJECT WORKS BRIDGE DIVISION <br />o NO. C38068 = T <br />DRAWER SHEET NO. SHEET NAME SCALE (Austin Road Bridge at South Littlejohns Creek) 1810 EAST HAZELTON AVENUE <br />FEDERAL AID PROJECT NO. BPMP-5929 (223) s� ciui� �� z•ZZ-�6.' ' STOCKTON, CALIFORNIA 95205 <br />Brian HammerA IA? PLAN AND CROSS SECTION 1"=10' 9TF�F CAS\F PHONE: (209) <br />Joseph W. Domenichelli FAX: (209) 468 - 2999 <br />RECORD DRAYVINC, <br />erections By <br />No Changes By <br />Date ► r <br />This Drawing Should Merin <br />Any person Using ° <br />All Information By Inspecting The Site of 111br, <br />-3Sj©)C-'Ir� �T�E�S� <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />ON 1SSHS <br />H3MVd 10 <br />SHEET NO. <br />3 of 9 <br />0 <br />w <br />O <br />z <br />0 <br />Q <br />0 <br />ry <br />D <br />O <br />O <br />0 <br />m <br />LO <br />N <br />I <br />U <br />N <br />O <br />z <br />w <br />0 <br />0 <br />Q <br />O <br />Of <br />z <br />0 <br />a <br />Q <br />z <br />0 <br />w <br />D <br />O <br />ry <br />a_ <br />r�"M <br />.� <br />2 <br />N <br />E:145804.69 <br />364352.67 <br />ELEV: 33.9' <br />N 2145850.60 <br />E 6364400.96 <br />ELEV: 43.96' <br />_ N <br />-- 40' <br />CALTRANS RSP <br />SEE CROSS-SECTIONS <br />ON SHEETS 4-6 <br />LO <br />OF LOW FLOW CHANNEL <br />N: 2145822.42 <br />E: 6364406.68 <br />-� <br />N: 2145819.39 <br />_ - .- -- --- 40'- E: 6364384.36 <br />- ' N 2145804.53 <br />E 6364380.79 <br />ELEV: 33.9' <br />N 2145799.47 <br />E 6364400.77 <br />ELEV: 44.67' <br />R/W <br />- N 2145796.2 <br />E 6364380.79 <br />ELEV: 45.01' <br />(E) EP� <br />AUSTIN PLAN VIEW <br />SCALE:1 "=10' <br />TYPICAL STA 0+00 TO 4+01 <br />20, <br />I (E) GROUND <br />---i --------- --------- <br />-8U -60 -40 -20 0 20 40 60 80 <br />CROSS SECTION A -A <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1'° = 10' <br />PROJECT ENGINEER DATE CHECKED DATE <br />ESS/ o� COUNTY OF SAN JOAQUIN <br />Brian Hammer 2118116 Joe Domenichelli 2/18/16 AUSTIN ROAD BRIDGE NO. 29C-259 �����.00MF�q� DEPARTMENT OF PUBLIC <br />SCOUR MITIGATION PROJECT WORKS BRIDGE DIVISION <br />o NO. C38068 = T <br />DRAWER SHEET NO. SHEET NAME SCALE (Austin Road Bridge at South Littlejohns Creek) 1810 EAST HAZELTON AVENUE <br />FEDERAL AID PROJECT NO. BPMP-5929 (223) s� ciui� �� z•ZZ-�6.' ' STOCKTON, CALIFORNIA 95205 <br />Brian HammerA IA? PLAN AND CROSS SECTION 1"=10' 9TF�F CAS\F PHONE: (209) <br />Joseph W. Domenichelli FAX: (209) 468 - 2999 <br />RECORD DRAYVINC, <br />erections By <br />No Changes By <br />Date ► r <br />This Drawing Should Merin <br />Any person Using ° <br />All Information By Inspecting The Site of 111br, <br />-3Sj©)C-'Ir� �T�E�S� <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />ON 1SSHS <br />H3MVd 10 <br />SHEET NO. <br />3 of 9 <br />0 <br />w <br />O <br />z <br />0 <br />Q <br />0 <br />ry <br />D <br />O <br />O <br />0 <br />m <br />LO <br />N <br />I <br />U <br />N <br />O <br />z <br />w <br />0 <br />0 <br />Q <br />O <br />Of <br />z <br />0 <br />a <br />Q <br />z <br />0 <br />w <br />D <br />O <br />ry <br />a_ <br />