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CONSTRUCTION NOTES: <br /> CONTRACTOR SHALL VERIFY ALL UTILITIES 1. ON-SITE LAYOUT IS INCLUDED TO <br /> IN THE FIELD PRIOR TO BEGINNING WORK COORDINATE DRIVEWAY LOCATIONS& <br /> SERVICE UTILITIES. ON-SITE DESIGN IS <br /> SEE SHEET C4.5 FOR CONTINUATION SUBJECT TO CHANGE AND WILL BE <br /> DESIGNED AND <br /> 1 I ' I SEPARATE BUILDINGMITTED PERMI UNDER A <br /> 0THE SDTD STRUCTURE REPLACES THE <br /> • 9s- EXISTING CATCH BASIN AND SHALL BE <br /> 1k <br /> 1 I INSTALLED WITHIN FLOW LINE TO <br /> COLLECT ALL SURFACE RUNOFF <br /> R I UPSTREAM OF THIS LOCATION. <br /> r <br /> 3. TYPICAL TRENCHING EXCAVATION <br /> SHALL CONFORM TO COE STANDARDS. <br /> SEE ELECTRICAL PLANS PIPE TRENCH BACKFILL SHALL <br /> I I CONFORM TO COE STANDARD PLANS <br /> 1 <br /> II I/ 614, 615 AND 620. <br /> I .. LOT 8 4. PIPE CONNECTION OR RECONNECTION <br /> II TO EXISTING STORM STRUCTURES PER <br /> MgtI COE STD DWG NO. 616. <br /> 7,9 ± ___. _i_,, <br /> ----7-, fr Tar 1 f--- \\' i <br /> N II •~ _2.---- /Z 04 <br /> t M <br /> N <br /> a i ' I <br /> U <br /> a I- 126+00 27+00 28+00 29+00 30+00 <br /> c)W - - - I - - - - - - - - - - - - - - - - - - - - - - - - <br /> 2 <br /> N <br /> W <br /> Z W <br /> J <br /> 2 N —SD ___SD SD i SD SD SD SD `, `i `" <br /> _ CB 28A 1 CB X30 - -- <br /> REFER TO LANDSCAPE DRAWINGS REMOVE/REPLACE±330 IF CONNECT TO EXIST CB#32 PUMP STATION #4 <br /> FOR TRAIL DESIGN AND DETAILING ASPHALT AND CURB AND GUTTER 302 307 MATCH IE <br /> 20 20 <br /> EXISTING ROAD PROFILE <br /> 1515 <br /> 0 287 LF 12" SD 0 0.00% <br /> FJ 10 10 <br /> CB #28A, TYPE 1 <br /> STA.25+49.46 <br /> 5 RIM 14.00E12" IE 9.50(N) 5 <br /> -I, <br /> IE11 .00(FM E) <br /> 12"1E 9.50(N) IN <br /> IE 11.00(FM E) <br /> 0 6'._1E 11.50(E)IN 0 <br /> 12"IE 9.50(5) <br /> -5 -5 <br /> ry 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 <br /> 0 10 20 40 <br /> 1 inch=20 ft HORZ <br /> 0 2.5 5 10 <br /> Il 1 <br /> N 1 inch=5 ft.VERT <br /> PERMIT SUBMITTAL - MARCH 2017 <br /> ' / , PROJECT ENGINEER: SCALE: DWG. NO. <br /> Call 811 PORT OF EVERETT <br /> 6 • twobusinessdays ,0 G. CI C. BORZIO AS SHOWN C4■4 <br /> p before you dig w4 °y'"S % DESIGNED�: DATE: RIVERSIDE BUSINESS PARK 3-0-0-031-01, <br /> ��; +O 0 - J -, ' ON `-.I• C. RAPP 3/20/2017 CIP No. <br /> _ i, 16015th Avenue,Suite 1600 // F`Y�� DRAWN BY: CHECKED 3-0-022-01, <br /> Seattle,WA 98101 �J, PUBLIC ACCESS TRAILS AND 5-0-015-01 <br /> �1�• l<Pff206.622.582 12, • T. DEWITT A. CISNEROS ROADWAY IMPROVEMENTS PROJECT <br /> :,9':- �% P.O. BOX 538 www.lptt.coro AopeSPClsr6a�G`�Q APPROVED n: NO. PA-RS-2017-01 <br /> EVERETT, WA 98206 _ S/oNAL�' RIVERSIDE ROAD AND <br /> (425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION 1 1 <br /> NO. DATEI BY REVISION DRAINAGE PLAN AND PROFILE SHEET NO. OF 65 <br />