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HomeMy WebLinkAboutSWP2702266.8N I N I C/) NOTES: 1. SEE NOTES 1 THROUGH 10 ON DR-4. 2. CONNECT EXISTING 6" STORM PIPE TO NEW C13#8B WITH APPROX. 5' NEW 6" PVC PIPE @ 2.00% SLOPE. 3. CONTRACTOR TO POTHOLE & SURVEY LOCATION OF 2" GAS LINE & DETERMINE IF THERE IS A CONFLICT IN ADVANCE OF THE CONSTRUCTION. COORDINATE WITH PSE GAS FOR RELOCATION OF GAS LINE IN ADVANCE (SEE SPECIAL PROVISIONS). 01 ABANDON EXISTING UTILITY 20 REMOVE EXISTING UTILITY 30 CONNECT TO DRAIN STRUCTURE ®PLUG EXISTING STORM SEWER PIPE g5 UTILITY TO BE REMOVED OR RELOACTED BY OTHERS ©REMOVE AND RELOCATE UTILITY @7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING WITH NEW STORM SEWER. SEE DETAIL Q DD-1 ®REMOVE EXISTING SIDEWALKS AND CURB AND GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. SEE RENTON STD. PLAN F-313. @9 REPLACE CURB AND SIDEWALKS AS NEEDED. SEE RENTON STD PLANS. wA0- - - SERE DR-��1' w WATER VALVE INFORMATION -- W 1.54 o NU 405.22 CB-8 �� l Res P �U� -- - - - -- -2.9'1�' RIM=409.85 C CO E ATE Nc8o D A 1 0+00-- 30" S IE=404.10 CK ' - - - ANACORTES AVE NE) 30" 12" N IE=404.10 W IE=404.30 CB-8A RIM=409.32 „ - 1 1 +00 B 21 +20 8" E IE=405.80 12 E IE=404.72 / ABNDND 12"SD _ _ GB#9A ` ��, A -LINE I (NE 10TH ST) \` GAS -0.5' RIM 25 h, RIM 409.24 CB# 1 0 - CL BOTTOM=405.15 W INV=406.15, 12" PIPE 8"E IE=406.14 CB-9 - - - -- - - RIM=409.91- ® SIDEWALK 30"S IE=404.41 30"N IE=404.41 CB - _ _RIM=410.13 RAMP 8" W IE=405.06 30" S IE=40490 30" N IE=404.90 GAS o 0 N \ N - EW 3.2' NC, I Q �W BLOCK L goo pwm Q I PLAN SEE DR-6 CH MHILL SCALE: 1 "=20' HORIZ 1 \/CDT ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON NO. I REVISION SURVEYED: CH2M HILL DESIGNED. R. CHUNG DRAWN: J. PRETS DWC 7/20/04 CHECKED: R. ADAMS BY DATE APPR APPROVED: T. PLATIN SCALE: 1 "=20' ONE INCH AT FULL SCALE IT NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORRONTAL• NAD 1953/1991 DATUM A LINE - ANACO RTES AVE NE & NE 1 1 TH ST CONSTRUCTION ALIGNMENT STATION NORTHING EASTING POB 10+00.00 185001.34 1311367.79 PI 18+78.99 184978.22 131 2246.47 PI 18+78.99 184978.22 131 2246.47 PI 21 +19.93 184973.59 131 2487.36 PI 21 +19.93 184973.59 131 2487.36 POE 26+34.63 184964.57 1313001.98 B LINE NE 10TH ST CONSTRUCTION CE ALIGNMENT STATION NORTHING EASTING POB 10+00.00 184973.59 1312487.36 PC 1 1 +43.70 1851 17.24 1 312491 .14 PC 1 1 +43.70 1851 17.24 1312491 .14 PI 1 1 +55.25 185128.78 1312491 .45 185114.61 1312591.11 PT 1 1 +66.70 185139.96 1312494.38 DOC 57° 17'44.81 " PT 1 1 +66.70 185139.96 1312494.38 PC 13+28.30 185296.28 1312535.35 PC 13+28.30 185296.26 1312535.35 PI 13+41 .30 185308.86 1312538.64 185321 .63 1312438.61 PT 13+54.17 185321.87 1312538.61 j PT 13+54.17 185321.87 1312538.61 PC 16+49.48 185617.18 1312537.92 PC 16+49.48 185617.18 1312537.92 PI 1 6+98.06 185665.76 131 2537.80 185617.06 1312487.92 PT 17+26.58 185667.04 1312489.23 DOC 88"21'26.20" j PT 17+26.58 185667.04 1312489.23 POE 24+03.66 185684.85 1311812.39 Dmb2A*4M17 AS-BUILT t R CITY OF RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 RONALD STRAKA 5/28/03 BY ROR MAHN .5 /9R /03 DATE N.E. 10th STREET/ANACORTES AVE. N.E. MAY 2003 DETENTION POND AND STORM SYSTEM Fes: IMPROVEMENT PROJECT PAGE DRAWING No: PLAN & PROFILE DR-5 STORM SEWER TRUNK ANACORTES AVE NE OR1 7 z cr CIO d - D d b Y rr O O CIO r L- SCANNED OCT 0 8 2*0� -:> -4 16 17 Q-121216161017