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HomeMy WebLinkAboutD-226617N N ^N LL WATER VALVE INFORMATION S F�_E C j `6 I CB -7 CB -8B wok RIM= 410.14 : RIM = 409.27 J ;, 30 "S IE= 403.79 8'• W INV= 406.17 i2o� O 30 "N IE= 403.79 8° S INV= 406.17 Q2Q- O . NOTES: a a °z r - + 1. SEE NOTES 1 THROUGH 10 ON DR -4. N 2. CONNECT EXISTING 6" STORM PIPE IC _ - CB 8C / W TO NEW CB #86 WITH APPROX. 5' _ -s H =# - RIM= 4os.z'a _ .. -. -'-�6 O ; 8 °N IE 406.39 NEW 6" PVC PIPE @ 2.00% SLOPE. ; _ Z 3. CONTRACTOR TO PuTHOLE &SURVEY �VACORTE LOCATION OF 2" GAS LINE & DETERMINE �8 ___ -- V - Q IF THERE IS A CONFLICT IN ADVANCE NE OF THE CONSTRUCTION. COORDINATE � CS wry` x V' °W 5= o N WITH PSE GAS FOR RELOCATION OF - -- -_ ` " 8 �vf - - - -- - - - i, GAS LINE IN ADVANCE (SEE SPECIAL �ceD PROVISIONS). t _ CAE \ o -. \ C /1,�� j -- = ----------- - - -- - - -- 0 - - �fBA ti `Z�\ GCB #9 lt,, -- - CB -8 ---- -...__ _ - '4 6"1'%' Rfr_ \ r'00 i' __ i,. 1 _ Ij RIM = 409.85 - - - -- �, `I ,eo^�OVf S�CA]'ED ,`�_���! '! f r J _... _ - - -_ - -- - - -- _ - A 104H00- - ! i I 1 ABANDON EXISTING UTILITY 30" S IE= 404.10 - - _ _ _ -_ j O CB 8A LocK ANACORTES AVE NE 2 REMOVE EXISTING UTILITY 1z° W iE= aoa.so RIME iE9�aoa.7z - - _ -- = 11 +00 B 21 +20 y:' I y I!'Z� ( 8" E IE= 405.80 i ' ,` ABNDND 127,SD - CB #9A �. \ f A-_f LINE -- -- (NE -__ -- ST) -- © li vo �3 CONNECT TO DR;IN STRUCTURE - - - -- - -- _ - h - +0{ ~ 10TH (D PLUG EXISTING STORM SEWER PIPE - 0.5't -- - - _ -' 135 UTILITY TO BE REMOVED OR RELOACTED BY OTHERS RIM= 409.25 CL BOTTOM= 405 -15 / 8 °E !E- 406.14 - '0 f REMOVE AND RELOCATE UTILITY W INV= 406.15, 12° PIPE CB -9 's = - - o 4 -- -- <' • ` ._,, i RIM = 409.91 - 0 7 RELOCATE EXISTING SIDE SEWER IF CONFLICTING - \ 30°s IE= 404.41 ce -10 - - -- : @SIDEWWALK 30"N 404:41 - : - - -.RIM- 410.1 �� �, IN, j WITH NEW STORM SEWER. SEE DETAIL % RAMP 8 W < =4os.oF 30° s IE =ao49n -- - - - 30° N IE= 404.90 -- GASH -- I 1 I 1 : / ;'! `,, _ - __ - - -- -- EW -3.2' 3 w C , K t j DD -, ® REMOVE EXISTING SIDEWALKS AND CURB AND I _ _ W I � I GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A. I moo SEE RENTON STD. PLAN F -3B. D SIDE @REPLACE CUB SEE RENTONRSTDANPLANS. WALKS AS NEEDED. PLAN N SEE DR-6 F_ FT 0 0 .. A LINE - ANACORTES AVE NE & NE 11TH ST CONSTRUCTION q ALIGNMENT STATION NORTHING FASTING POB 10 +00.00 185001.34 1311367.79 PI 18+78.99 184978.22 1312246.47 Pi 18 +78.99 184978.22 1312246.47 PI 21+19.93 184973.59 1312487.36 PI 21 +19.93 184973.59 1312.487.36 POE 26 +34.63 184964.57 1313001.98 B LINE - NE 10TH ST CONSTRUCTION (� ALIGNMENT STATION NORTHING EASTING POB 10 +00.00 184973.59 1312487.36 PC 11+43.70 1851 17.24 1312491 .14 PC 11+43.70 1851 17.24 1312491.14 PI 11+55.25 185128.78 1312491.E +5 185114.61 1:312591.11 PT 11+66.70 185139.96 1312494.38 DOC 57° 17'44.81 " PT 11+66.70 185139.96 1312494.38 PC 13 +28.30 155296.28 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 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 16+98.06 185665.76 1312537.80 185617.06 1312487.92 PT 17 +26.58 185667.04 1312489.23 DOC 88 °21'26.20" PT 17 +26.58 185667.04 1312489.23 POE 24 +03.66 185684.85 1311812.39 O� Kc�.'90p v • " ✓ V RECOMMENDED SCALE: 1 " =20' HORIZ VERT FOR APPRCrAl ORIGINAL PLANS STAMPED BY: g578 WYMAN REID ADAMS ON 5/27/03 J L BY DANIEL SR A 5 /8 /3 <" G AS-BUILT RONALD STRAKA 525 03 „« o `v BY QQQ IIJeunl .1/28/03 TONAL �� PE #39578 EXPIRES: 4/25/04 F,P!F.�S SuM me ScAm. am �CH2M HILL 1 „_20, +� •� �- CITY 0 F N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003 R. CHUNG .� RENTON DETENTION POND AND STORM SYSTEM Fma °PoW" J. PREPS IMPROVEMENT PROJECT CH21VIHILL AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 7/20/04 cNwKm vnrvm Planning/Building/Public Works Dept. PLAN &PROFILE DR -5 R. ADAMS F wor ae � NO. REVISION BY DATE APPR APP1 mT PLATIN � STORM SEWER TRUNK ANACORTES AVE NE M 7 17 3-2661 u 01 f SCANNED OCT-0-8 2AO Id"�; �" T' x � on