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rn <br />LO <br />0 <br />I <br />co <br />0 <br />0 <br />N <br />a� <br />0 <br />ro <br />E <br />r <br />M <br />11, <br />00 <br />N <br />N <br />d- <br />0 <br />0 <br />i <br />4 <br />c <br />D <br />0 <br />U <br />69'-7"f <br />�///T,T/7i/7_ i ci �i//,////////,>vx/ <br />�i////k/*/7�//////////////////x/i///////,///r/////!�/r//////////////,�/��/i <br />4////�i `ink//////////,//r///�i/X///////////////////\//iGr10 <br />00 <br />Xi/�/„////,/r///////,/fir (V ///////////////// Yl�l�//,/,///,//////i`� 'cx <br />�.,� �� �� <br />65 —5 f <br />\./ .�x <br />/;K\///////r//////////�/`x�c/\i�/„//////r/////h/ham//fir///////r//// <br />�2',( <br />4h. IV ion 3' <br />74'-3"f <br />Note: <br />See Note 6 <br />PLAN <br />(EXISTING BRIDGE) <br />1/8 11 = 1'-01$ <br />N N <br />-H -H <br />In <br />1 <br />In _ 1//.,J00 <br />00 <br />00 <br />-N <br />Ln <br />NCN <br />�/T TY TX7 1 7 T/T >7 T� �7 7'-7 T//////7 �T7 7"/7 T7 T/7� �i <br />/ I/I//////////� //. <br />TI IC.1. <br />ELEVATION <br />I O <br />(EXISTING BRIDGE) f <br />/8" = 1 r—Orr <br />NOTE: <br />THE CONTRACTOR' SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />DATUM: <br />BY DATE <br />SCALE <br />PREPARED BY <br />HORIZONTAL: <br />DRAWN: <br />H. <br />SULLIVAN <br />VERTICAL: <br />DESIGNED: <br />N. <br />CALDERONE <br />0 1 <br />I I <br />2 <br />I CHECKED. <br />A. <br />SELLADURAI <br />INCHES <br />0 10 20 30 40 <br />50 APPROVED: <br />O. <br />BROWN <br />FILE No. _ _ _ _ I I I I <br />MILLIME RS <br />I <br />5', 79}—t <br />DATE <br />09-29-16 ACOM <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29 -1 6 T 916.414.5800 F 916.414.1557 <br />/-PC Box Culvert <br />OG <br />� r <br />1'-0" <br />I�AYENT LIMITS FOR <br />STRUCTURE EXGAV,ATION <br />/4" — _Oar <br />i <br />00. Ampied <br />AS -BUILT <br />Rnkk t Enpinw - M@WW0 Rivera. P.E. <br />StruMft PAWNWOOM - GaMd IF -- no, P.E. <br />%Vwom By i3F tun. e. 2W <br />3" <br />.. — o <br />see Note 5 1 <br />N <br />See Note 3 <br />(T yp) <br />-�--------------- <br />RAYIVI E NT LI M� ITS FOR <br />Ivp STRUCTURE '�,KFILL <br />er t <br />NOTES: <br />1. Slope or shore excavation sides as necessary. <br />2. Dimensions shown are minimum. <br />3. For approved External Sealing Band. <br />see "PRECAST REINFORCED CONCRETE BOX <br />CULVERT" sheet. <br />LEGIN"D: <br />2'-0" <br />i,-0„ <br />Geotextile fabric <br />Structure Excavation (Culvert) <br />Recompacted Native Soil <br />(90% Relative Compaction) <br />Roadway Embankment <br />5. Place Structure Backfill (SlurryCerrent in 3" Structure Backfill (Slurry Cerrlent) <br />space between adjacent boxes, <br />Class 2 Aggregate Base <br />6. See As —Built drawings of existing structure for Bridge Removal Limits. Payment for excavation Roadway Pavement <br />and backfill required to remove bridge; and <br />payment to remove existing rubble in channel, Bridge Removal <br />sloped walls, and at base of pier footings are <br />included with Bridge Removal. <br />4 U1 f A,SAN JOAQUIN COUNTY PUBLIC WORDS <br />�....... C 0 <br />Q <br />J <br />•. k <br />Fp R <br />4. Construction of Roadway Pavement shall not <br />disturb the External Sealing Band installation. <br />�O <br />McHENRY AVE CORRIDOR IMPROVEMENTS ORIN A. BROWN <br />o ` N 0. C4W59 <br />4r Exp.09-30-18 <br />McHENRY AVE BRIDGE OVER SSJD MAIN CANAL (REPLACE) ter,, CIVIL <br />F OF CAt <br />EXCAVATION AND BACKFILL DETAILS <br />DRAWING <br />S— 305 <br />OF <br />S-313 <br />SHEET <br />168oF176 <br />