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CONSTRUCTION NOTES: <br /> CONTRACTOR SHALL VERIFY ALL UTILITIES 1. ON–SITE LAYOUT IS INCLUDED TO <br /> COORDINATE DRIVEWAY LOCATIONS& <br /> IN THE FIELD PRIOR TO BEGINNING WORK SERVICE UTILITIES. ON–SHE DESIGN IS <br /> SUBJECT TO CHANGE AND WILL BE <br /> DESIGNED AND PERMITTED UNDER A <br /> ' SEPARATE BUILDING PERMIT. <br /> 2O THE SDTD STRUCTURE REPLACES THE <br /> EXISTING CATCH BASIN AND SHALL BE <br /> INSTALLED WITHIN FLOW UNE TO <br /> COLLECT ALL SURFACE RUNOFF <br /> LOT 4 I LOT 5 UPSTREAM OF THIS LOCATION. <br /> I 3. TYPICAL TRENCHING EXCAVATION <br /> SEE ELECTRICAL PLANS SHALL CONFORM TO COE STANDARDS. <br /> - PIPE TRENCH BACKFILL SHALL <br /> CONFORM TO COE STANDARD PLANS <br /> Q 614, 615 AND 620. <br /> WATER SER\CE POC ®i 4. PIPE CONNECTION OR RECONNECTION <br /> TO EXISTING STORM STRUCTURES PER <br /> _ -- 1 – --�–� – -–– - ––––– - COESTDDWGN0. 616. <br /> — — - —o—. — — -- — <br /> 0 ' F — — <br /> cz,0 — ova, o " I° 'I i 'I I ._ <br /> L <br /> a- <br /> --- <br /> RIVERSIDE ROAD (N—S) <br /> N w 15+00 16+00 17+00 18+00 19+00 I-W <br /> VI — — <br /> VI =Vj N <br /> 2 I,,, C8 118 ,\ 2 W <br /> W J W <br /> S61 <br /> - _,'Sfl -. , . -' - - __—_ _- __ - -- - to <br /> Q <br /> M I III s" I CB #26A <br /> _PUMP STATION 12_ _ _ <br /> – – — – – – – – –– – – – – <br /> 3, CONNECT TO EXIST CB #22 <br /> - REMOVE REPLACE±330 LF <br /> -REFER TO LANDSCAPE DRAWINGS <br /> FOR TRAIL DESIGN AND DETAILING MATCH IE ASPHALT AND CURB AND GUTTER 302 307 <br /> c3, <br /> o•M <br /> W+ <br /> W+ <br /> N to h n <br /> 0 0 <br /> 20 20 <br /> - EXISTING ROAD CL PROFILE <br /> 15 t 15 <br /> • <br /> 160 LF 12" SD 0 0.28% 151 LF12' SDO0.28% <br /> 10 12 SD • 10 <br /> 12" SD - - <br /> T <br /> O <br /> 5 COA# <br /> RIM 17+27.32 CB/26A. TYPE 1 (SOLID UD) 5 <br /> RIM 13.50 <br /> STA. 18+87.36 <br /> CO #18, 2"IE13.48 9.58(N) 12" IE 9.14(N) <br /> STA. 112"IE 9.58 (E) 12" IE 9.14(S) <br /> RIM .97 12'IE 9.58(S) 0 <br /> 0 12"IEE6.8.27(N) <br /> 12"IE 8.27(S) <br /> G 10 20 +a <br /> –5 –5 I <br /> 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 Iinch=20 ft HORZ <br /> 0 2.5 5 10 <br /> I <br /> 1 inch=5ft VERT <br /> PERMIT SUBMITTAL - MARCH 2017 <br /> 1 r 1 PROJECT ENGINEER: SCALE: DWG. NO. <br /> Call 811 PORT OF EVERETT <br /> • •two business days T r/ . ., C. BORZ10 AS SHOWN C4.2 <br /> POO before you dig °'"af DESIGNED B,: ATE: RIVERSIDE BUSINESS PARK 1 / .C. RAPP 3/20/2017 CIP NO. 3-0-0-031-01, <br /> ��: , 3-0-022-01, <br /> ./, 16015thA�e��e,S��te1600 � / A PUBLIC ACCESS TRAILS AND <br /> Seattle,WA 98307 � DRAWN BY: CHECNED BY: 5-0-01$-01 <br /> 1 ..4,kf. os T. DEWITT A. CISNEROS ROADWAY IMPROVEMENTS NO. PA–RS-2017-0 1 <br /> P.O. BOX 538 www.kpA.com o ctR'. E PROJECT <br /> EVERETT, WA 962D6 nNtE,,, APPROVED BY: RIVERSIDE ROAD AND STORM <br /> (425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION DRAINAGE PLAN AND PROFILE SHEET NO. OF 65 <br />