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CONTRACTOR SHALL VERIFY ALL UTILITIES\ <br /> MATCHLINE: STA 31+00.00 IN THE FIELD PRIOR TO BEGINNING WORK CONSTRUCTION NOTES: <br /> SEE SHEET C4.0 N. <br /> -- -, -- 1 I 1. ON-SITE COORDINATEYOUT IS DRIVEWAYCLUDED TO <br /> LOCATIONS & <br /> 11111111 SERVICE UTIUT1ES. ON-SITE DESIGN IS <br /> SUB,�CT TO CHANGE AND WILL BE <br /> hs\I1G <br /> I1I1I1 --SEE ELECTRICAL PLANS LOT 4 DDESESIGNED NDLPER PERMIT.UNDER A <br /> 1 as <br /> 1: 1 <br /> I1\ O2 THE SDTD STRUCTURE REPLACES THE <br /> II \ EXISTING CATCH BASIN AND MALL BE <br /> i�' \ INSTALLED WITHIN FLOW UNE TO <br /> PUMP STATION /1 0307 TYPE A-1 CURB AND GUIILN TO- COLLECT ALL SURFACE RUNOFF <br /> — CLOSE OFF EXISTING DRIVEWAY Q UPSTREAM OF THIS LOCATION. <br /> 3. TYPICAL TRENCHING EXCAVATION <br /> -4 ' ,,. WATER SERVICE POC <br /> SHALL CONFORM TO COE STANDARDS. <br /> --- PIPE TRENCH BACK <br /> r <br /> -- - -- -1 �' `. -— A - - _ --_ - CONFORM TO COE STANDARD PLANS <br /> Ui'L FILL SHALL <br /> -� �a==_. _ _ - - - - _ — - -._ .�- - --° - —_--- - - I 614,F615AND 620.T <br /> III 1 <br /> .., • I I t4 ° ° , 1 0 4. PIPE CONNECTION OR RECONNECTION <br /> 21.111.1111.1 • c:. TO EXISTING STORM STRUCTURES PER <br /> 1 v <br /> +a <br /> COE STD DWG NO. 616. <br /> +Dfof 11+00 12+00 13+00 14+00 I- <br /> i- <br /> - - <br /> 1+1 <br /> 1.----/ <br /> RIVERSIDE ROAD (N-S <br /> m N W= <br /> ____3._____sci___. ?W <br /> i <br /> In ,. 1 CONNECT TO EXIST CB /17 CB#P0A CONNECT TO EXIST CB #20 1 <br /> MATCH IE - - MATCH IE <br /> cn <br /> — <br /> REMOVE/REPLACE t330 LF <br /> REFER TO LANDSCAPE DRAWINGSL 302 307 <br /> L <br /> FOR TRAIL DESIGN AND DETAILING ASPHALT AND CURB AND GUTTER <br /> 20 20 <br /> —EXISTING ROAD I PROFILE <br /> 15 15 <br /> -- -- - -- - - - <br /> 130 LF 12' SD 0 0.75% 200 LF 12'SD 0 0.29% <br /> 12" 00 10 <br /> T 10 <br /> C6 #17, T CBA#A6 11+67.20 <br /> 00E 1 (SOLID UD) <br /> L CB #20, <br /> STA. 10+37.20 RIM 13.20 STA. 13+67.67 <br /> 5 RIM 12 43 12'IE 10.20(N) RIM 12.92 5 <br /> 12" IE 9.23(E) 12'IE 10.20(5) 12' IE 9.62 (E) <br /> 12'IE 9.23(S) 12" IE 9.62 (5) <br /> 12'IE 9.26(N) <br /> 0 0 <br /> -5 -5 <br /> 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 <br /> 0 10 20 40 <br /> linch=20 fLHORZ <br /> 0 2.5 5 10 <br /> I - <br /> 1 inch=5 ft.VERT <br /> PERMIT SUBMITTAL - MARCH 2017 <br /> ' e, 1 PROJECT ENGINEER: SCALE: DWG. NO. <br /> Call 811 PORT OF EVERETT <br /> • •two business days l\.-6-, / . - C. BORZIO AS SHOWN C4�1 <br /> p before you dig s,\ ---1/4 <br /> DESIGNED BY: DATE RIVERSIDE BUSINESS PARK 3-0-0-031-01, <br /> 1 Pott l C. RAPP 3/20/2017 CIP NO. 3-0-022-01, <br /> .,• 6015th Avenue,6uite1600 PUBLIC ACCESS TRAILS AND <br /> Seattle,W.corn / DRAWN BY: CHECKED BY: 5-0-015-01 <br /> 206.6225822 .,z, S T. DEWITT A. CISNEROS ROADWAY IMPROVEMENTS PROJECT <br /> y o NO. PA-RS-2017-01 <br /> P.O. BOX 536 www.kpn.com o,; ct�t�s,E' APPROVED BY: <br /> EVERETT, WA 96206 487nke�e�' RIVERSIDE ROAD AND STORM <br /> (425) 259-3164 PROJECT NO. 1600312 NO. DATE i BY REVISION NO. DATE BY REVISION <br /> DRAINAGE PLAN AND PROFILE SHEET NO. OF 65 <br />