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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 STA31LIZE 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 />TYPICAL STA 4+34 TO 4+46 <br />ALIGNMENT CL <br />STA 4+39.96 <br />-- <br />s f <br />0 <br />O <br />115 _ <br />r <br />(E) BRIDGE DECK C C - I <br />_ _ _. _ _ _v K m _._ <br />110_ m <br />z z X� <br />(E) GROUND <br />'(E) <br />105 <br />------------- <br />77 <br />100 YRS <br />--- --------------—_------—----------------WSE _----^------ --- <br />100 _ --- __.----- __ <br />r <br />96.4' I I I 96.5'— <br />i I II <br />95\____ NORTH \ (SOUTH ABUTMENT"OHW <br />ABUTMENT I3 f 90 I I I I <br />I I I G40ON MATTRESS (NO. <br />2) FILTER <br />1 1.5' MIN 79.41 <br />85 __. __ _____.__- ---- \_1 __._:v _. __ _.._____ I f'A`I'G,::SEE DETAIL 3 ON SHEET 7 OF 8 <br />85.9' .$6,3� <br />E � <br />_ FILL WITH ROCK x <br />80 2.5' MIN 2.5' M I N <br />3 i 81.7' FROM SPOILS <br />75 - - RSP (LIGHT METHOD B) WITH FILTER --- - - - - RSP(1/4 TON -METHOD B) FILTER <br />FABRIC, SEE DETAIL 2 ON SHEET 7 OF 8 82'0' 4.55' MIN FABRIC, SEE DETAIL 1 ON SHEET 7 OF & <br />7080 -60 -40 -20 0 20 \ 40 60 80 <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 />CROSS SECTION D -D <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 111 = 10' <br />TYPICAL STA 4+46 TO 4+57 <br />ALIGNMENT <br />_ . STA 4+54.02 -- <br />49) RSQ Ct-%b*Tj f%CT**s S) "\4 <br />F040,%t, Inc h 0e" w OF 2. <br />-- <br />96.8' I I I I C <br />f <br />2_� SOUTH ABUTMENT <br />OHW <br />NORTHITe 3"1 <br />ABUTMENT 79.5' <br />1.5MIN <br />^ ^ BI -MATTRESS (NO.2) WITH FILTER <br />$5.6':,.86.5' I FABRIC, SEE DETAIL 3 ON SHEET 7 OF 8 <br />g <br />— - - <br />2 <br />— _ 2.5' MIN .5'MIN <br />�\ 81.9 \� <br />� I <br />________----_____ RSP -'(LIGHT --METHOD B) WITH FILTER ___-__._ _ _ ___.__.. IRS P(1/4 TON, METHOD B) FILTER <br />FABRIC, SEE DETAIL 2 ON SHEET 7 OF 8 82.1' 4.55' MIN <br />FABRIC, SEE DETAIL 1 ON SHEET 7 OF 8'' <br />-80 -60 -40 -20 0 20 <br />CROSS SECTION E -E <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />DATE CHECKED DATE <br />STANLEY ROAD BRIDGE NO. 29C-112 <br />2/18/16 Joe Dom,enichelli 2/18/16 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Stanley Road Bridge at Littlejohns Creek <br />FEDERAL AID PROJECT NO. BPMP-5929 (224)) <br />1 nQ CROSS SECTIONS 1"=10' <br /><�l 2� 2 -22 ^ l <br />Joseph W. Domenichelli <br />40 60 <br />`TYP) RSP &10%r M;Mbo 6) W%1% <br />C <br />pr'C M OEM of 2.57 +h%") <br />'ON 133HS <br />iECORD-DRAWIN( <br />corrections By <br />Vo Changes <br />Any PWson Using This QrdWind Should Verffi <br />AN inkmation By inspecting The Site Of Wr�o <br />COUNTY OF SAN JOAQU I N ]D0 �1 �• ��• ,��Ir --' r jL L Ir <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION &•JCijMAM�JE�S� <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 1 10 1 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 />PURT10106121 <br />SHEET NO. <br />5 of 8 <br />U <br />w <br />0 <br />Elfa- <br />z <br />O <br />Q <br />CD <br />Of <br />O <br />U <br />Cn <br />N <br />T <br />U <br />N <br />6 <br />z <br />w <br />0 <br />0 <br />Q <br />O <br />w <br />J <br />z <br />Q <br />W <br />Q <br />Z <br />U <br />W <br />O <br />ry <br />n <br />