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Home My WebLink AboutS-348006w g Q Z U W 0 w LL H H H 1 U) 0_ 0_ 0_ z O z LLI cr- Y z Q m Q u MORTAR FILLET COLUMBIA BA - RENTON THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) COME RUBBER GASKETED JOINTS IN ACCORDANCE NTH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 19D7@L 1. STEPS TO BE 3/4 4 DEFORWED MAR GN- YAMMED SAFETY STEPS ON EQUAL 7- STEPS ARE TO BE IN PINE BEFORE MANHOLE =DNS ME INSMLEEL S cAnwB TO BE PER ORAAW 8829. 4. WAMN-E 9EL" NM TO HE OF F93WI39M PPFPAST C;QN� 4 ALL JONTS SHALL HE C ROUTED. R WNRRY SEWER MANHOLES SHALL HALE ALL INTERIOR SURFACES, NtLUDNG CHANNELING, COATED ESEN.E07 WWTH A HIHH SCUDS URETHANE COATING W .SSM MC WSHE3D OR MPNd EQUAL: DOM OF CD4TI148 a4ALL BE mm 7. WEEER nASElED MINTS sl i m N LVTLFORWWEE VAIN ABER C-A B. p1AANS- HE104T SHALL BE A MMLILI'A OF 2/4 THE IISEE OIAWETER ff THE LAfd�9T PIPE. AL CIXiNE"ONS TO W WHOLE SHALL HE LlikDE IISL ID CPK ADAPTOR, KOR -N -SEAL 83DTS OR APPROVED EQUAL 10, MANI9LES EQUAL TO AND SWEATER THAN 2D FEET DEEP SHALL BE R NIHMLM SO- DLAMEIER AND HAAS A 'SURETRPOV CLINENO AND FALL PROTECTION WSTal NSTAlID, SMRTA6Y MANEICEE TYPICAL DETAIL ADOPTED Mir QV 9CWTOR DB.I.:r PLM REVISION - lFd'Kt L t B071 SUN PAGE RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 NOTICE umu o MwoOmPm u"HWS. mmEEmtU.=Oro mows PBYAITH m m MlIIE1T mwflffMwlm NSwm aN%mm Nrt.mma. mPmm WTfm mfl i LLNNFOHw TAE=X .sxmmsmmwN Nl,m¢m Nmmm MWTN mlm Arromn.. NO. N(MI 1. ALL CNERS SHALT. BE IDMNG LID PER EAST ARDMN INCH WORM INC. No. 3705 (L=1061 OR EQUAL 2 FRAME AND CBLRR SHALL BE A WATER TIGHT AS!EWi Y. A USE ERAIE AND COVER FOR S10RM (SPECIFY'bPNN" ON COVER), -v NITAW (SPECIFv -sExER"), OR WATER (I PFLFY "WATER' 1. REVISION W-1 L if�1iI:CWD T U 1 COVER ADOFTED ray. 0 1 8074 SP PAGE 60 MWN: GCH BY I DATE I APPR I A SMC T CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PRCPERIY LIFE a FUTURE " BMLONC SEWER PPE -� EWALONDN G SEWER 2 »x 4" STUD SE3RICE MARKER PAINT %WTH D" Sm DNrLET UPPER PGRTMN WIFFE ANS STENGL ON SIDE WORDING *5ENER' VATH 3" HIGH HLACC LETNERS. AND OB MIRE WRAPPED AROUND THE SUB AND OCTENLED TO THE a TOP OF THE STUD. UNLESS OTHERYASE APPROVED EN THE OTY, W E TAP TMLOUCH CAST RCN SADDLE SECURED TO SEVER MAN MTN STDINLESS STEEL BANDS MIEN CONNECTING NEW SIDE Ems TO EvinNS MAIN. PLAIN AND REINFORCED CONIREIE, DI PIPE AND DI PIPE SEWER MAINS ARE TO BE 00RE DRILLED, WTRFIED DAY PIPE SNALL BE CUT AND HAVE A NEW TEE SEWBONED IN. Gd' ALLOWABLE MAX. FOR CAST IRAN PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING 6" SIDE alllUT TEE 4ER MAIN mi UQIL. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAW. HA%E A MINIMUM 25 COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, VNICHEVER 15 LOWER. ruE VEFIIGY: fNY➢ TAB" PER DETAIL H0PII0Nf"' H'D 1083 "081 is CITY OF RENTON I °N� DATUM A* N Planning/Building/Public Works Dept. IF NOT q1E INCH SfME ACCOAOINCLT .PE � -iFrr •m: T: r• � :A a xT 5- 348006 COLUMBIA BANK - RENTON 0&'5- 34'30(� SEWER NOTES & DETAILS 5/19/09 FlNtBmN: PACE gUMM1YC N0 04.3 11 ° 16 N N N,A11� 48" MH I 48' I B" PAIN. 1 SMIN 24!' MN. 1 21" I.D. 54" MH 54° If MIN. 15.50 MIN. 24" MIN, 1 24" I.D. 60' MH I SO° B" VAIN. 1 B" MIN. 42" MIN. 1 30" 1.0. 19D7@L 1. STEPS TO BE 3/4 4 DEFORWED MAR GN- YAMMED SAFETY STEPS ON EQUAL 7- STEPS ARE TO BE IN PINE BEFORE MANHOLE =DNS ME INSMLEEL S cAnwB TO BE PER ORAAW 8829. 4. WAMN-E 9EL" NM TO HE OF F93WI39M PPFPAST C;QN� 4 ALL JONTS SHALL HE C ROUTED. R WNRRY SEWER MANHOLES SHALL HALE ALL INTERIOR SURFACES, NtLUDNG CHANNELING, COATED ESEN.E07 WWTH A HIHH SCUDS URETHANE COATING W .SSM MC WSHE3D OR MPNd EQUAL: DOM OF CD4TI148 a4ALL BE mm 7. WEEER nASElED MINTS sl i m N LVTLFORWWEE VAIN ABER C-A B. p1AANS- HE104T SHALL BE A MMLILI'A OF 2/4 THE IISEE OIAWETER ff THE LAfd�9T PIPE. AL CIXiNE"ONS TO W WHOLE SHALL HE LlikDE IISL ID CPK ADAPTOR, KOR -N -SEAL 83DTS OR APPROVED EQUAL 10, MANI9LES EQUAL TO AND SWEATER THAN 2D FEET DEEP SHALL BE R NIHMLM SO- DLAMEIER AND HAAS A 'SURETRPOV CLINENO AND FALL PROTECTION WSTal NSTAlID, SMRTA6Y MANEICEE TYPICAL DETAIL ADOPTED Mir QV 9CWTOR DB.I.:r PLM REVISION - lFd'Kt L t B071 SUN PAGE RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 NOTICE umu o MwoOmPm u"HWS. mmEEmtU.=Oro mows PBYAITH m m MlIIE1T mwflffMwlm NSwm aN%mm Nrt.mma. mPmm WTfm mfl i LLNNFOHw TAE=X .sxmmsmmwN Nl,m¢m Nmmm MWTN mlm Arromn.. NO. N(MI 1. ALL CNERS SHALT. BE IDMNG LID PER EAST ARDMN INCH WORM INC. No. 3705 (L=1061 OR EQUAL 2 FRAME AND CBLRR SHALL BE A WATER TIGHT AS!EWi Y. A USE ERAIE AND COVER FOR S10RM (SPECIFY'bPNN" ON COVER), -v NITAW (SPECIFv -sExER"), OR WATER (I PFLFY "WATER' 1. REVISION W-1 L if�1iI:CWD T U 1 COVER ADOFTED ray. 0 1 8074 SP PAGE 60 MWN: GCH BY I DATE I APPR I A SMC T CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PRCPERIY LIFE a FUTURE " BMLONC SEWER PPE -� EWALONDN G SEWER 2 »x 4" STUD SE3RICE MARKER PAINT %WTH D" Sm DNrLET UPPER PGRTMN WIFFE ANS STENGL ON SIDE WORDING *5ENER' VATH 3" HIGH HLACC LETNERS. AND OB MIRE WRAPPED AROUND THE SUB AND OCTENLED TO THE a TOP OF THE STUD. UNLESS OTHERYASE APPROVED EN THE OTY, W E TAP TMLOUCH CAST RCN SADDLE SECURED TO SEVER MAN MTN STDINLESS STEEL BANDS MIEN CONNECTING NEW SIDE Ems TO EvinNS MAIN. PLAIN AND REINFORCED CONIREIE, DI PIPE AND DI PIPE SEWER MAINS ARE TO BE 00RE DRILLED, WTRFIED DAY PIPE SNALL BE CUT AND HAVE A NEW TEE SEWBONED IN. Gd' ALLOWABLE MAX. FOR CAST IRAN PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING 6" SIDE alllUT TEE 4ER MAIN mi UQIL. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAW. HA%E A MINIMUM 25 COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, VNICHEVER 15 LOWER. ruE VEFIIGY: fNY➢ TAB" PER DETAIL H0PII0Nf"' H'D 1083 "081 is CITY OF RENTON I °N� DATUM A* N Planning/Building/Public Works Dept. IF NOT q1E INCH SfME ACCOAOINCLT .PE � -iFrr •m: T: r• � :A a xT 5- 348006 COLUMBIA BANK - RENTON 0&'5- 34'30(� SEWER NOTES & DETAILS 5/19/09 FlNtBmN: PACE gUMM1YC N0 04.3 11 ° 16 N N N,A11�