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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 />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 />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 />I i 4� <br />11'± <br />16' <br />TYPICAL STA 3+92 TO 4+23 <br />TRANSITION SORFACE <br />-bU -4U -2U U 2U 4U 60 <br />CROSS SECTION B -B <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />TYPICAL STA 4+23 TO 4+34 <br />ALIGNMENT F <br />s <br />4+.25.98..... <br />18 19 16 <br />I 9' <br />{ <br />0 <br />0 <br />(E) BRIDGE DECK <br />C� C� <br />F i M I Z M 3 (E) ROAD <br />z 19� <br />(E) GROUND I ! N <br />x <br />100 YRS -WSE <br />--- ----- ---- ---- -- ---- ------ --------------- --------- - - - - ---------- <br />_ <br />_F1 <br />I <br />_ 96.3' <br />.99.4 - <br />86.7' I I 3 <br />. i <br />2 s SOUTH ABUTMENT E <br />--_NORT1H r1 i <br />- ! i OHW <br />ABUTMENT _ I ._ . _ I °' y- t.l �- _ _. _ I 0AcB f d�IATTR ESS (NO. WITH <br />3' 79.4 3' I ( EF TER FABRIC, SEE DETAIL 3 ON - <br />90.8' <br />, � � � _ .__ I S FSE ET 7 OF 8 " <br />I 2.5' MIN - _ - _ 85.3' ' FILL WITH ROCK <br />2.5'M <br />IN FROM SPOILS <br />RSP (LIGHT, METHOD B) WITH FILTER RSP( 1/4 TON, METHOD B) WITH FILTER <br />FABRIC, SEE DETAIL 2 ON SHEET 7 OF 8 83.3' 4.55' MI 81.7' FABRIC, SEE DETAIL 1 ON SHEET 7 OF 8 <br />:1 <br />-8U -60 -40 -20 0 20 40 60 80 <br />CROSS SECTION C -C <br />% <br />SCALE: HORIZONTAL 1"=10'T�te� RSP ����•�, M�-Ton fs� W �y <br />VERTICAL 1" - 10' <br />PROJECT ENGINEER DATE CHECKED DATEOQ�OFEOSS/�N COUNTY OF SAN JOAQUIN <br />Br2an Hammer 2118116 Joe Domentichelli 2/18/16 STANLEY ROAD BRIDGE NO. 29C-1 12 DEPARTMENT OF PUBLIC <br />SCOUR MITIGATION PROJECT �z <br />DRAWER SHEET N0. SHEET NAME SCALE (Stanley Road Bridge at Littlejohns Creek c,-- NO. C38068 ; WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />FEDERAL AID PROJECT NO. BPMP-5929 224 s� \ �� G.1 2 _ZZ_t�STOCKTON, CALIFORNIA 95205 <br />Brian Hammer CROSS SECTIONS 1"=10' ( )� 9TFOF CA\\\��� PHONE: (209)468-3000 <br />.- S; I OqL ,IJoseph W. Domenichelli FAX: (209) 468 - 2999 <br />ON 133HS <br />i -'FDD\&,, <br />corrections B <br />Vo Chang <br />Z <br />Any Person Using This Dr win Should V <br />wM <br />44 oration By inspecting The Site Of Wn, <br />J�1Mr. ��.� �IrC-'H�'R e L Ir <br />LT 8 <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />H]IM`d JG <br />SHEET NO. <br />4 of 8 <br />U <br />W <br />O <br />z <br />O <br />Q <br />0 <br />LZ <br />O <br />U <br />V) <br />N <br />I <br />U <br />N <br />0 <br />z <br />W <br />CD <br />0 <br />0 <br />Q <br />O <br />w <br />J <br />Z <br />W <br />Q <br />Z <br />H <br />U <br />W <br />D <br />O <br />