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HomeMy WebLinkAboutS-347310/F 4js> RiM 8(NFJ 2�a3 .1FS 9 / / / i t 1 PVC- (C900)'.� , i , /f\3 9 �'90(NF R o "SfJ12 O/ qo@ F RiM SOS \ CTR °so6SMN 398 2> 26 1 i F RiM S CrR\ 3g >SMy 389 2> i ,56 STA. 35 +01,1'LT 1 -8' 22.5' BEND (MJ) ROTATE THRUST BLOCK TO NORTHWEST SIDE OF BEND & STRAP TO FORCE MAIN AS NECESSARY TO PROVIDE CLEARANCE FROM STORM DRAIN - °- -- / NE 3 -23 -5 NE 22ND CT 3 >6 /f RiM S s �NyJ�2 �9 g B 3j3 /3 �C 30 1 - _452 LF -8" PVC (C900) FM -S- ----- 55w\ / C@ 0'M F R/ 98C/ 2S 39 @CS (n'HJI (sFJ /S qo s S BASELINE /F 3 >6 S8 RiM\ i 96, Aq�seO , ko THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION DEFLECT PIPE PER MANUFACTURER'S RECOMMENDATION (TYP.) f CrR 3 634MH F� 1 -3 / /F 930/(S MO3SgF /i F� �3S " 7 Jlg .z7 3S6R, C /RJ g0@S (swJ6 pgoSs �C Op WASgi, 38087 FOR CONSTRUCTION RECORDS ONLY Ts3>/ RiM. �C s STA. 39 +62,7'RTJ 344'29' 1 -8' 45' BEND �¢ r V 5P f' y , lb \ is 5 'PO RC ANT V& i L; SF % l51 / y 7 ' I 5� / O �ti,° LSTA. 11 + (CL LT (NE 22ND STA. 11 +71.1. (CL 5 LYONS AVE NE) ) 1 -8' 45' BEND 34 LF -8' PVC (C900) FM ...... .......'I'::::::: ::::::::i::::::� C ... .••�. .. � . ......: ......: ::::::: ......:'' ....... ....... ....... �. 380 - - - . - - -- _ - - Y ........ ... .::: .. ... I.... 1. �; •••••••. IT .. '� .. -._ I: j 1 PHILL -JL�' �/� STONEGATE LIFT STATION CONVEYANCE r SCALE 1 ^ =20' c. CITY OF 20 0 20 40 RWB �"R IMPROVEMENTS "° « :DSH - RENTON SCHEDULER °NEN°' DATUM °P"` z Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °`°�° .�� Planning /Building /Public Works Dept. SEWER PLAN & PROFILE IF HT q lH 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 22ND CT sm a6,' 5-3 (+ 7310 S. — — - - -- --- - ----- 37+00 °- -__ - °�_ -_s _w 1 - _452 LF -8" PVC (C900) FM -S- ----- 55w\ / C@ 0'M F R/ 98C/ 2S 39 @CS (n'HJI (sFJ /S qo s S BASELINE /F 3 >6 S8 RiM\ i 96, Aq�seO , ko THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION DEFLECT PIPE PER MANUFACTURER'S RECOMMENDATION (TYP.) f CrR 3 634MH F� 1 -3 / /F 930/(S MO3SgF /i F� �3S " 7 Jlg .z7 3S6R, C /RJ g0@S (swJ6 pgoSs �C Op WASgi, 38087 FOR CONSTRUCTION RECORDS ONLY Ts3>/ RiM. �C s STA. 39 +62,7'RTJ 344'29' 1 -8' 45' BEND �¢ r V 5P f' y , lb \ is 5 'PO RC ANT V& i L; SF % l51 / y 7 ' I 5� / O �ti,° LSTA. 11 + (CL LT (NE 22ND STA. 11 +71.1. (CL 5 LYONS AVE NE) ) 1 -8' 45' BEND 34 LF -8' PVC (C900) FM ...... .......'I'::::::: ::::::::i::::::� C ... .••�. .. � . ......: ......: ::::::: ......:'' ....... ....... ....... �. 380 - - - . - - -- _ - - Y ........ ... .::: .. ... I.... 1. �; •••••••. IT .. '� .. -._ I: j 1 PHILL -JL�' �/� STONEGATE LIFT STATION CONVEYANCE r SCALE 1 ^ =20' c. CITY OF 20 0 20 40 RWB �"R IMPROVEMENTS "° « :DSH - RENTON SCHEDULER °NEN°' DATUM °P"` z Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °`°�° .�� Planning /Building /Public Works Dept. SEWER PLAN & PROFILE IF HT q lH 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 22ND CT sm a6,' 5-3 (+ 7310