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 />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 />�,... f ;:: � :i':.; Vf.". '3 -,rt �. P �.. :, ,-.•<�♦ `b "'�,.. _, ��. �'r;,t t w ,. �v«, :t e gn,; .{�r. ... ;. i3..n. ev`j�. ,, .. a a•� f <br />5' <br />a <br />97.4' - <br />I \ � <br />94.5—/ <br />27' <br />TYPICAL STA 4+57 TO 4+78 <br />ALIGNMENT <br />STA 4+62.7C <br />I <br />r <br />—TRANSIT ON _ E I <br />. SURFACE C <br />GRADES FROM STA 4+62.70 <br />TO EXISITING GRADES AT <br />STA 4+78. <br />9' 1Ci' 4v I <br />100 YRS WSE --I (E) GROUND <br />a 1-- <br />a..__I .__ _.._ ...... _..___. _----- _..___ <br />i 96.9' <br />1 s I <br />I �l O'HW <br />79.5 <br />I 2.5' MIN 81.9' C <br />I <br />) FILTER <br />METHOD B <br />RSP (1/4 TON, <br />FABRIC, SEE DETAIL 1 ON SHEET 7 OF 8 4.55' MIN <br />RSP (LIGHT, METHOD B) WITH, <br />s o t <br />FILTER FABRIC SEE DETAIL �> ON <br />SHEET 7 OF 8 <br />2.5' MIN <br />82.0 1 t <br />-80 -60 -40 -20 0 20 40 60 80 <br />CROSS SECTION F -F <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <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 />TYPICAL STA 4+78 TO 5+61 <br />-60 -40 -20 0 20 40 60 80 <br />CROSS SECTION G -G <br />DATE CHECKED DATE <br />2/18/16STANLEY ROAD BRIDGE NO. 29C-112 <br />Joe Domenichelli 2/18/16 SCOUR MITIGATION PROJECT <br />SHEET NO. SHEET NAME SCALE (Stanley Road Bridge at Littlejohns Creek <br />l� <br />CROSS SECTIONS 1"=10' FEDERAL AID PROJECT NO. BPMP-5929 (224)) <br />SCALE: HORIZONTAL 1 "=10' <br />VERTICAL 1" = 10' <br />Q�oTssm a #, COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />o N0. C38068 ra O NUE <br />9T rw��Q w 2— Z2-16 „ *" a STOCKTON, CALIFORNIA 95205 <br />F �� y PHONE: (209) 468 — 3000 <br />OF CAS\\ Joseph W. Domenlchelll FAX: (209) 468 — 2999 <br />ON 133HS <br />iEC0RPP_tA_N( <br />,�,%mrqdions By <br />Vo Changes,��� <br />4.ny Person Using This Drawl g Should Verifi <br />AA information By inspecting The Site Of wn, <br />DO �1 r. ��.� FIrC��; <br />()C PrJEJ <br />Ej <br />1101 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />213MVd 10 <br />SHEET NO. <br />6 of 8 <br />U <br />w <br />O <br />z <br />O <br />Q <br />O <br />U <br />Cn <br />N <br />T <br />U <br />N <br />O <br />Z <br />w <br />CD <br />0 <br />0 <br />Q <br />O <br />Of <br />w <br />J <br />Z <br />Q <br />GO <br />W <br />Q <br />Z <br />U <br />w <br />D <br />O <br />ry <br />n <br />